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0167 MARSTON AVENUE
_� 7 ����J �v�. kr7CQ�� r � - (C c©D- ��'. d� h-�, �,v f i I i i 0 �.. f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION` Map Parcel , Application # 7,6`i' " `i t Datlssued �- a Health Division _ t? a r3 Conservation Division Application F Planning Dept. ✓ tf� - -; Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address l&7 M4 12 '_ O IV A 1/f, Village 0 /S Oft, Owner Address Q0 gZ Telephone ` 7 - e7 S 9 g 8 09 a Permit'Request 4Y4114^ d Ais r1XV4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 1Y Flood Plain P•O Groundwater Overlay X`O Project Valuation Construction Type Lot Size 3fo1 37t�Cl• Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes JkNo On Old King's Highway: ❑Yes ,WNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new' First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �I Name " � Telephone Number Address 144 to License Home Improvement Contractor# �Z SSaZ Worker's Compensation # U4,a-3 l S-3l /`b/'D// ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT W L BE TAKEN TO ' r' SIGNATUR DATE 7- Y^ 0 I ' i } f ' i u FOR OFFICIAL USE ONLY APPLICATION# i DATE ISSUED is MAP/PARCEL NO. i � I ; ADDRESS VILLAGE OWNER I� is I I DATE OF INSPECTION: FOUNDATION FRAME i I ; INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL �I. GAS: ROUGH FINAL FINAL BUILDING -y DATE CLOSED OUT ASSOCIATION PLAN NO. f , y Town of Barnstable Geographic Information System August 1, 2012 [1' ]� 2881 288124 288125 92 #99 #22 #6 288123 #46 NOS HILL RP 288121 288183 288119 2BB18OCN D #21 #160 288122 288120 �lV #167 g 288118 #.175 288219 ' #50 - k� S� Y 288181001 288117 #174 #185 288116 #197 287109001 0 35 Feet #40 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:288 Parcel:120 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel Owner:LLOYD,TANGLEY C Total Assessed Value:$657700 1"=100'may not meet established map accuracy standards. The parcel lines on this map - w, are only graphic representations of Assessors tax parcels. They are not true property Co-Owner:%BARKER,JULIE P Acreage:0.85 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:167 MARSTON AVENUE such as building locations. Buffer �'��E. III uessatiou 1 Office of Cousum CONTP-ACTOR TYPe' HOMEIMPR�VEMENT , gegistra yA25529 Individual tion: A�c1�12014 EXpiration j; EIANE` '; G- 1 JO D Y\„ a 1 JOHN pEIANE g 271 PLUM ST rx ki Undersecretary t W,'l3ARNSTAl3LE,MAC i ublic safety. . Department of nd Standards assachu5etts' Regulations M of Bu►ldin0 d tr1 Boar SuP CoristcuctioCS-0O9g61 License: ;�T c s p�n 30 g OZ6 2'11 P STgZ' -ram '' Exp�ratjO 4 `�;f -tQ�`a 04114t20� � comm' .- License or registration valid for individul use.only. before the expiration date. If found return to: >� Office of Consumer Affairs and Business Regulation j 10'Park Plaza-Suite 5170 Boston,MA 02116 I I? v. Not valid without signature of Public Sa{etY egrtment Standards " achusetts DeP ulatl e ons nd .. Mass of Build Board inA ctio R �r isyr " J Sup' 1 ConstruS-00996 -'� License. �--f l s ULn JOB J DAY \ r L S UZ6 iration �'�"�m�issiOner GU1lJCC> Vz Yt� W6 w cC � "[�S`CoVJ AVM. , . f-� Li �02�=- d 30 years tly country and well with the r ction,Surfside hutters from ounted as and a J caddy with its 6rca 1745;and a 0. Tray blanket box, molds, was French, rare -t-- ur matching mid- cutouts on the r ack grain hitework.The er featured on canvas by t,a circa 1800 n mahogany f J/2009-08-11 12-25-28.htm1 �� 7/26/2012 flatiobnalgrid .. . ' July 23;_2012 Attention: Jack Delaney Re: 167B Marston Ave. aka-Garage.Hyannis,MA. 'This..letter.is to.notify you that.the gas service:to 16713 Marston Ave, aka .Garage; . Hyannis, MA. has been cut on 07121/20:12: Regards, -611 . Diane E. Camara National Grid Gas Customer Fulfillment 40 Sylvan Road E-3 Waltham, Ma 02451 781-907-2927 r �, A U iQ of-Barnstable *. �. Regulatory Services BARMUNX Thomas.F.Ga>Zer,Director Building Division Tom Perr y,Buildfag Commissioner. 200 Main St.=4 Hyannis,MA 02601 www.town.barnstable.ma:us Office; 508-862-4038 Fax:' 508-790-6230 Property:Owner Must Complete and Sign.This: Section IfUj g A Builder ,:as Owner.Q...the sub)ect propetGy hereb . y authorize /Q%ldl� ;�.�/gA1 L/ to act on.ray behalf In all.matters relative to work authorized by this:building:permit (Address.of Job) Pool fences.and alarms are the responsibility of the applicant. Pools are not to be filled before fence is instaUed:and pools are not to be. utilized until all final inspections are performed and accepted. tore of Owner tore Applicant J� lc o X. A)lf-114 y Print Name Print.Name Date - WORMS:OwNE"ERMMSIONP00IS The Commonwealth of Massachusetts Department ofln&mtrial Act cidents Dffice.of Investigations.: 600 Washington Street _ Boston,MA 02111 www.mass gov/din Workers' Compensation Ius Ance Affidavit: Sunders%Contractors/Electricians/Plumbers A � • licant Information Please Print LM*bly Name(Business/organ Edan/Ind vidt4: o� - -�L f 4f/I ------------ Address: o � ctl�ii �ti Al aAJi v City/state/Zip:�x � �1Lh( Pfionew Are yo employer?Check the appropriate bog: of i o'eet(required):., -4. I am a -TypeP 1 1. I am a employer with _ [] general contractor and I employees(fail and/or part tie)-*• have hired$ie snb=contractors 6. ❑New cnnstr„ct on . 2.❑ I am a'sole proprietor or partner- listed on the,-attached sheet 7. ❑Remodeling and have no employees These sub-contractors have �P � Y 8. []Demolifian working for me ia•any capacity, employees and have workers' [No workers' camp.mi su anre comp,4ne„ra„ce•1' 9. ❑Building addition required.] 5. ❑ We are'a" corpotation and its. 10.❑Electrical repairs or additions 3.❑ I am a homeowner ill work officers have exercised their EI l�mmbing doing I1. P repairs or additions myself [No wor]ers' comp. right 6f exemption per MGL 12.R Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other POMP.Insurance regtured.] *Any applicant that checks box#1 must also fill out the section below showing thefr workers'compensation policy mfarmatian. t Homeowners who submit this affidavit indicating they=doing all work and then bh a outside contactors must submit a new affidavit indicating such. #Contractors that check this box must attached as additional shed showing the name of the sub-coutzactnrs and state whether or not those entities have employees. If the sub-contractors have employees,they=stprovidt their workers'comp.polieynumber. I am an employer that is providing workers'compensation insurance for my employees., Below is the policy and job site information. Insurance Company Policy#or Self-ins.Lic.A (A)L a 3/5-3/*10/ ©/ I ExpirationDate lob Site Address:�(o City/State/Zip:AP Attach a copy of the workers' compensafion policy declaration page'(showing the policy number and expiration date). Fazlare•to.seciae coverage as required under Section 25A of MGL c• 152 can lead to the imposition of crhj 1 penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as y,ell as civil penalties in the form of a STOP WORK ORDER and a line of up to$250.00 a day against the violator. Be advised that a copy of this st+Tae+may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. do hereby cerfirfy y under the sins and penalties of perjury that the information provided above is true and correct / Date: 1 Y-p�� Phone#` J d" 2-69'[6 605.� _ Official use only. Do not write is this area,to be completed by city or.town o, City or Town: Permitucense# Issiung Authority(circle one): 1.Board of Health 2..Bmlding Department 3.City/Town Clerk 4.Electrical Inspector 5.faT 6. Other . Contact Person Phone#: E.W. Drew, Inc. Electrical Construction Phone 508-778-0723 103A Mid Tech Dr Fax 508-771-1089 West Yarmouth, MA 02673 email ewdrewec@comcast.net August 1, 2012 h To whom it may concern; All electrical power/service has been terminated to the detached garage at 167 Marstons Ave, in Hyannisport Any further questions please call. Thank you Eric W Drew 1/24/2012 12:U1:U6 PIA PS'!' PtUM: insurandevision5.com-TO: 150877012,1.E Page: '2 of 2 ��� - _ CERTIFICATE OF LIABILITY INSURANCE , DATE.(NnUODhrrrl 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 CCRTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificato holder is an ADDITIONAL INSURED,1he policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain pDlicies may require an endorsement. A statement on This certificate does not confer rights to the eerilflcate holder In Ileu of such endorserneut s. PRODUCER DOWLING&O'NEIL INS AGENCY INC CONTACT NAME: ' 9731YANNOUGH RD PHONE Ue)ii5.162U FAX 1Ax Not: (50 HYANNIS, MA 02601 oRER% INSURERS)AFFORDING GOvtNAGE NAIC U N8URER A MEUREo gBURtN 9 J J DELANEY INC 20 RASCALLY RABBIT ROAD UNIT 2 NSURERC: MARSTON MILLS MA 02648 WSURERD: N90rt[R C INSURER COVERAGES CERTIFICATE NUMBER: 12240074 REVISION NUMBER- THIS IIS IS TO CERTIFY THAT THE POLICIES Uh INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWrTHETANDING ANY REQUIREMENT,TERM OR CONDITION Uh ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH Tills CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE'POLVI=S DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY I IAVE BEEN KI:UUCED.BY PAID CLAIMS. IML SUOR P uCY EFF POLICY EXP TYPE OF INSURANCE wvn vOLJCY NUMBER a MN/bv/YYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAI.LIABILITY pGF T S O RENTED neMI3E eoccurron e CtAIMS-MADE �r3na iR MED EXP(Any ope peaty) $ PER30NAL A ADV'NJURY S ' eENERALAGGREGATE $ GEN'LA003MOATE LIMIT APPLIESPER, PROriUM-COMP/Of ACC S P01.ICV PRO LOC - $ AV I OMOnIL!uaeuI r I a ea D LIMIT entl 3 . ANY AUTO BODILY INJURY(Pr peraw) $ ALL OWNED SCH®ULED BODILY INJURY(Per amidoM) E AlFTOS AUTOS t $ HIREDAUrCa NONOWNED AUrOs IParOa� aM S _ 3 LINBRELLA LIAM OCCUR _ EACH OCCURRENCE 5 . ExCCS8I" CLAIMS MADE F ACOREOATE S y 0ED RFrRmoN$ s A WnRRERSCOMPENSATION WC2-31Sa18101-011 11=011 11/219019 �/ wesTATv- ER _ AND EMPLOYLKS'LIABILITY ANY VROPRIETOWPARTNER�C1rtIVE YIN E,L.FACHAMDENT;r S 500000 OFFICER/rAEMUSH r Q NFAxczULJ •v , (Mer,OgLnry in NH) E.L DISEASE-EkEMPL.OYEE $ If yee,tl9e&"Lndor DESCRLP TIONS bobw 141 DISEASE-PO.L1CYLIMIT Sf)It000 DEBCRNTpN OF OPERATIONS I LOCATIONS/VI;IIlCLE9 Pt=ACORD 10'L AddNlam,I Rm&o Pka schedule,U mory apace in ra epiradl -`" ~•r Workers compensston insurance coverage appllea only iO the wLx k'vis cumpenselion laws of the state of MA. _ p]$)/ �}; ERT OLDER CANCELLAT Q r tl� SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPT ACCORDANCE WITH THE POLICY PROVISIONS_ 200 MAIN STREET HYANNIS MA 02601 AUTHORZTD ItLPRLSENTATWE �cb Jeff Eldridge Q 1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105){ The ACORD name and logo are registered marks of ACORD CEII•r NO-= 12240074 CLIENT CODE;. L70596 Je B6LC0 utr:ck L1Z7lZO1Z 17:05:20 rm rr..ye L'6r l ' 'Thiv .•ceLLCLO.OLC CZACel.: Jnd 7Upeseed*-'ALL 'PraVLOV£AY 1551'ej CT"ifi4wlaa. - ,• � 3� 1 �oYa��' I (07 �1ars��n Bve �url�d �� I d Commovealth of Massachusetts STA 6l Shee , Permit Date: l 128 t o�C ® Permit# 7 qQ Estimated Job Cost: $ I O 0,00. o 7VQ z f? Permit Fee: $ Plans Submitted:YES NO X / �, Plans Reviewed: YES NO x Business License# 12 O Li Ap'%Arrt License# 120 Y Business Information: Property,Owner/Job Location Information: Name: Cape Cod Comfort Solutions, LLC Name: Street: P.O. Box 637 Street: I&7 M a r5ia o A V2. City/Town: Centerville, MA City/Town: 14 HA n a i s po r,+, MA Telephone: 508-771-0365 Telephone: - 20 - 6 8 55 Photo I.D.required/Copy of Photo I.D. attached: YES NO Staff Initial 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 X Multi-family Condo/Townhouses Other Commercial: Office _ Retail Industrial Educational Institutional Other = Square Footage: under 10,000 sq. ft. over 10,000 sq.ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC X Metal Watershed Roofing' Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 1ns4alla}i0n }wO hew 41o" a*r s`1s-Icm,:r IN;f� Ce.A&.a,l 01i1r CO�I�t�RiM• INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. Yes No 112 If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy X Other type of indemnity Bond OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner Agent Signature of Owner or Owner's Agent By checking this box ,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection ` Date Comments - Type of License: By Master X Title Master-Restricted Cityrrown Joumeyperson ignature of Licensee Permit# Joumeyperson-Restricted License Number. 1204 Fee$ Check at www.mass.aov/dPl Inspector Signature of Permit Approval The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations kip 600 Washington Street ' Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /1 Please Print Legibly Name (Business/Organization/Individual): ape Wd, 1.0�►��v f .,j I u Ao n S, L-L.C- Address: PC). Fo X 637 City/State/Zip: i[le, MA 0 2(0 32 Phone #: 5 0- 8 - 17 l - 0 3 t S Are u an employer?Check the appropriate box: Type of roject(required): 1.[�I am a employer with _ 4. ❑ I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' 13.[Other ._j VAC comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: H55oc,,A_-d Ew►D Loyevs I v)51)v4avll e Policy#or Self-ins.Lic.#: 3y.5 L4 3 S Expiration Date: f 2 2 12013 Job Site Address: LG7 1"lar5-6n A\/2 City/State/Zip:A4a,nnb'spo,4, ILIA 02& -2 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 hereb a er the pains and penalties of perjury that the information provided above is true and correct. _Si ature: Date: Phone - 7(- 63&5 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#: a I COMMONWEALTH OF MASSACI#�jSETTS METAL WORKERS 1< AS E MASTER UN . - RESTRICTED ` — ISSUES TH,E ABOVE.LICENSE TO { y _ a M aTTHE4� ;J3 E ATU N 4 16b ;STONA Y. CLIFF I s= r CEIv M TERVILL�E A 026=32 2837 t Client#:36684 2CCCO4 ACORDna CERTIFICATE OF LIABILITY INSURANCE �08232012� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS 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 NAME: Dowling&O'Neil P"C E 508 775-1620 Insurance Agency E-MAIL, Ext: ac Ne: 5087781218 973 lyannough Rd., PO Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Safety Insurance Company INSURED - INSURERB:Associated Employers Insurance Cape Cod Comfort Solutions,LLC P.O.Box 637 INSURER C: Centerville,MA 02632 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTI VITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF MM/DDY EXP LIMITS A GE"ERALLIABILmr BINDER345308 8/22I2012 0812212013 EACH �OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES ER.E.N ,�° $50 000 CLAIMS-MADE I l OCCUR - MEO EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEML AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OPAGG $2,000,000 POLICY jEa LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED SCHEDAUTOSSULED BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B AND KERS EMPLOYERCOMPENSATION'LIILrr BINDER345435 822/2012 08/22/201 X WC STATU OTH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECTIVE YIN E.L.EACH ACCIDENT s500 OOO OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under _ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is require Certificate holder is named additional insured for general liability with written contract. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. r 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 DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S99395/M99394 LS1 ar° ti awn of Barnstable Regulatory Services RARMEMAJUM MAIM Thomas F. Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street,.Hyannis,MA 02601 www.town.b arnstab l e.ma.us Office 509-962-4038 Fax: 50 8-790-M 0 Property Owner-Must _ Complete and Sign This Section If Using ABuilder as Owner of the sub)ect.prDperty hereb authorizeAa // �Q�oc � Y t`T eGJ 7N o So�vt�cres to act ou my,behalf, in all matters relative to work authorized by this building permit application for. . )141412�FO AUK �----- (.Address of Job) tore of OwnerL Dat- Priat , Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on`the reverse side.; - Q:Fo�ts:owrrErz�ExhrrsstoH .." - Town of Barnstable Regulatory Services Thomas F. Geller,Director MAIM . �b Buildiag Division fO Tom Perry,Building Commissioner 200 Malt-Street,_Hyannis,MA_02601 www.to wn.b arustable_ma.us Office: 508-862-403 8 Fax. 50 8-790-6230 HOh'1EOWh LICENSE EXEMFTION Pleate Print DATE JOB LOCATION: number strict village "HOMBO WNER": name home phone# work phone# CURRENT WJLING ADDRESS: s.,. city/invtn - state zip code T c current cxemption`for"homeowners"eras extended to include o rier'occupi�d'dvfeIlm>rs pf six units or less and to aIlow homeowners to engage an individual for hire who does not possess i license,provided that the owner acts as Supervisor_ 1 Dl;•FIX I Iptfi OF HO1 0 'I�ER '._' • °'�, Persons)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 constrpcts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on:a form acceptable to the Building Official, that he/she shall be responsible for all such w6rk•performcd under the,building permit .(Section•109.,I,1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowners'certifies that-he/she understands the Town of Barnstable Building Department , *mnTmum inspoction procedures and requirements and that he/she wiU c-?mply with said procedures and requirements. w 1 1 Signature of Homcpwncr - Approval ofBuDding Officia1 Note: Three-family dwellings containing 3 5,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOhlEOWI�'ER'S EXEMPTION The Code states that "Aay bomeou=performing work for which a building permit is required shall be ezcrrrpt from the provisions of this seetion.(Sectian 1 D9.1.1 -Liemising of eanshvetion Supenisom);provided that if the homoowner cngagrs a pm-son(s)fnr hire to do such work, that such Homeowner shall act as supa-visor." Manyhomeownas who use this cxcmption arc unaware that they arc assuming the responsibilities of a supervisor(sec Appendix Q, Rules&Regulations for Licensing Crmstrvction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hir'cs unlicensed perrons. In this ease,our Board cannot proceed against the unliecrued person as it would with a licensed Supervisor. The homeowner acting as Supervisor is uitimatc}y rrsponstb)e To ensure that the homcowncr is fully aware of his/hm-tsponsibilitics,many communities tstluin=,as part of the permit application, that the homeowner ecriify that hdshc understands the responsibilities of a Supervisor. On the lest pagc of this issue is a form currently used by scvcml tov ms. You may care t amend and adopt such a forrriccrtifieation for use in your community. Q`forms:homrsxcmpt i Town of Barnstable Building Department - 200 Main Street BARNSTABLE. * Hy MA&Sannis, MA 02601 16g9. . (508) 862-4038 RFD M�A Certificate of Occupancy Application Number: 201204204 CO Number: 20130073 Parcel ID: 288120 CO Issue Date: 06124113 Location: 167 MARSTON AVENUE Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: J.J. DELANEY INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed v - TOWN OF BARN STABLE ■ ■ �FtNE T o laing 201204204 .1�BARNSTABLE, Permit Issue Date: 08/14/12 1 -t 1`F 1 �, 9 MASS. �A 1639• Applicant: J.J.DELANEY INC ` a �` rF� .I A 1 Permit Number: B 20121915 Proposed Use: SINGLE FAMILY HOME Expiration Date: 02/11/13 Location 167 MARSTON AVENUE Zoning District RF-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 288120 Permit Fee$ 3,672.00 Contractor J.J.DELANEY NC ; Village HYANNIS App Fee$ 100.00 License Num 009961 Est Construction Cost$ 720,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD NEW 3 BED,2.5 BATH HOME,EXISTING COTTAGE TO BECO, E THIS CARD MUST BE KEPT POSTED UNTIL FINAL ACCESSORY,KITCHEN TO BE REMOVED INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY.IS REQUIRED,SUCH Owner on Record: LLOYD,TANGLEY C BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 84 WILDWOOD DRIVE INSPECTION HAS BEEN MADE. NEEDHAM,MA 02492 Application Entered by: PR Building Permit Issued By: . THIS PERMIT CONVEYS NO RIG]IT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY.OR.PH MA FNTLY ENCROACHMENTS ON PUBLIC PROPERTY,NO" _ SPECIFICALLY,PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION '.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM.THE DEPARTMENT OF PUBLIC WORKS!THE ISSUANCE 0F.THIS PERMIT DOES NOT RELEASE:THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION`S RESTRICTIONS - _ Y 4 MIN,IMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: ` 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. .4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS vu l r AI,s,� t /r, 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 B 0 Ith Ar THE , T-own-ofB rnsta e Regiflatory Services BARNSITANEX MASS Thomas F.Geiler,Director 16396�1 ► ' Building Division Tom Perry,Building Commissioner 200 Maio Street Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 : Fax: 508-790-6230 t Property Owrier Must Complete and Sign 'I'hi` Section. If Using A Build I, "ry ok as Owner of the subject property hereby authorize to act on mY e b � in all'ma.tters relative to work authorized by this building permit VVIMMT (Address of Job) Pool fences and alarms are the responsibilityof the applicant.Pp t. 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. "'9 ture of Owner tore Applicant . /AAJ Print Name. Print Name . Date Q:FORMS:OWNERPERMISSIONP00LS i �tHE Town of Barnstable Regulatory Services • Thomas F.Geiler,Director i�h 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: JOB LOCATION: number street, village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons.In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting�as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Message Page 1 of 4 Perry, Tom From: Barker, Christopher B [cbarker@goodwinprocter.com] Sent: Wednesday, August 01, 2012 10:28 AM To: Perry, Tom Subject: RE:157 Marston AveHyannis (the P operty „. Thanks for getting back. My understanding, and what the letter we signed says, is that the cottage can remain a"dwelling" as long as we sign and record the restriction, which was fine to us since we have no interest in using the cottage other than as an accessory use to the main house for our family purposes. That was very important to us when we stretched our.budget to purchase this property, to a large extent because we have a seriously handicapped daughter. She does not live with us (she lives in a group home) and is.with us only occasionally, but having her ti own facilities is important. 'We have no interest in using the cottage other than as an accessory use to the main house for our family purposes, so my opinion is that we would be complying with use restrictions under zoning. Perhaps most importantly, no one at the Building Department ever said anything to me at the time we pursued this and got the letter signed that we would have to take out the kitchen; the only condition mentioned was that we needed to execute and record the use restriction that is attached to the letter, which we are willing to do. Had you or one of your staff told us that we had to remove the kitchen, we would have viewed the purchase of the property very differently. Why was that not made clear to us? I,think we are reasonably entitled ..,, to rely on the letter, and I ask you to consider this one more time. (I note that in looking at houses in the Hyannis area, we saw other properties that had stand-alone cottages that included small addessory kitchens.) I would be happy to introduce you to our daughter if that would make any difference, and you would see that this is not the usual set of circumstances., If you will not reconsider, then I assume that my only recourse is through legal action against the Town? I am a, ' real estate attorney, but I really do not want to go in that direction'as I'don't think that is in anyone's interest, but we really did rely on the`signed letter in buying the property and 1-think that reliance was reasonable.. - Respectfully; Chris r ` so . CHRISTOPHER B. BARKER '— Goodwin Procter LLP Exchange Place r t r 5 20th Floor f Boston, MA 02109-2881, ) S e c-(A-T-ry y 'Phone : (617) 570-1462 Fax: (617) 227-8591 .. E-mail: cbarker@goodwinprocter.com From: Perry, Tom [mailto:Tom.Perry@town.barnstable.ma.us] Sent: Wednesday,August 01, 2012 10:02 AM ' To: Barker, Christopher B Subject: RE: 167 Marston Ave.,.Hyannis (the"Property''-') Mr. Barker, y z This letter is what I had thought was being referred to so I wanted to be clear. When Atty.Kilroy was in to see me on this,and we had much discussion on this,the agreement was that this structure would become accessory to the main house.A building permit would be pulled to convert this.structure to an accessory use to the main house.To quote Atty.Kilroy's letter of June 8,2007:in Q 8/2/2012 r. k Message Page 2 of 4 5 pp.3;"You indicated to me that it is the Town's practice ,as long as it's made clear in the building permit application that the existing dwelling would be converted into an accessory structure to the new dwelling,the permit for the new structure could be issued as of right."This does not mean that the existing "cottage" can remain as separate stand alone,separately functioning house.That would not be allowed without Zoning relief.My position has not changed.As I'm sure your well aware that setbacks,di men sional are just two pieces to the Zoning puzzle but also use needs to be adhered to.To have two houses on one lot in this area cannot be done without relief. Thanks;TP -----Original Message----- From: Barker, Christopher B rmailto:cbarker@ oq odwinprocter.coml Sent: Tuesday, July 31, 2012 10:58 PM To: Perry,Tom Subject: RE: 167 Marston Ave., Hyannis (the "Property") Tom—One further thought: I am getting all of my information on this through Jack Delaney. If I have not accurately characterized your position on this, then I apologize and we should discuss. I have spent and will continue to spend a lot of money on this property and project, probably more than we should based on our income, savings and family situation, and to not get what we thought we clearly understood and documented in the confirming letter is pretty jarring at this`point in the process. I know that you have a difficult job, and would appreciate hearing your perspective on this as soon as possible. f Best regards, Chris CHRISTOPHER B. BARKER Goodwin Procter LLP Exchange Place 20th Floor Boston, MA 02109-2881 Phone : (617) 570-1462 Fax: (617)227-8591 E-mail: cbarker(a),goodwinprocter.com From: Barker, Christopher B Sent: Tuesday, July 31, 2012 6:22 PM To: 'thomas.perry@town.barnstable:ma.us' Cc: Bernie Kilroy (bkilroy@comcast.net); Jack Delaney (info@ijdelaneyinc.com) Subject: 167 Marston Ave., Hyannis (the "Property"). Mr. Perry—My wife and I purchased the above-referenced property in January of this year after some lengthy diligence and investigations in connection with our plans to build a relatively modest(a bit less than 2300 sq. ft.)home on the property while keeping the small cottage (approx. 750 sq. ft.) that currently exists on the property. As part of that process, you were kind enough to speak and exchange several emails with me, and you also countersigned,the attached letter agreement(the "Accessory Dwelling Letter") confirming that we could continue the existing cottage as an"accessory dwelling structure" after construction of a"new dwelling" as long as (i) the newly constructed dwelling complied with the existing zoning by-law in terms of setbacks and other dimensional requirements and(ii) we executed and recorded an Agreement for Accessory Use of Residential Buildings Associated with Residence in the form attached to the executed Accessory Dwelling Letter. That form of Agreement for Accessory Use essentially stipulates and 8/2/2012 Message Page 3 of 4 warrants that the accessory dwelling, even though it"contains living quarters," is not to be used as "a separate apartment for year-round or summer occupancy,-for rent in any fashion" and is to be used "for the occasional guests associated with the residential use on the same premises." We bought the Property with the understanding that we would execute and record that form of Agreement for Accessory Use as an encumbrance against the Property and would not and could not violate that Agreement for Accessory Use. In buying the Property, we relied on the Accessory Dwelling Letter executed by you as the Building Commissioner for the Town of Barnstable. Our builder, Jack Delaney of J.J. Delaney, Inc., applied today for the building permit for the construction of the new dwelling on the Property, which new dwelling will comply with all setback and other dimensional requirements of the zoning by-law, but was told that the permit would not be issued unless we agreed in writing to remove all improvements located in the small kitchen in the existing cottage regardless of our execution and recording of an Agreement for Accessory Use of Residential Buildings Associated with Residence as stipulated in the Accessory Dwelling Letter. I respectfully point out that that directive and refusal to issue the building permit is not consistent with the executed Accessory Dwelling Letter, which makes no mention of removing all such improvements. To the contrary, the Accessory Dwelling Letter specifically agrees that the cottage can continue as a"dwelling" following construction of the "new dwelling" as long as we executed and recorded an Agreement for Accessory Use of Residential Buildings Associated with Residence in the form attached to the Accessory Dwelling Letter. As areal estate attorney with 27 years of practice in Massachusetts, I believe that the term"dwelling"has a generally accepted meaning of a structure where people can live without reliance on facilities outside of the dwelling. I respectfully request that you reconsider the Building Department's refusal to issue the building permit based on the foregoing. Of course, we are willing and expect to live up to our obligations under the Accessory Dwelling Letter and are fine with such permit being conditioned on our execution and recording as an encumbrance on the Property an Agreement for Accessory Use of Residential Buildings Associated with Residence, and to comply with that Agreement in perpetuity. As noted, we relied on the executed Accessory Dwelling Letter in expending considerable funds to buy the Property and design a new, modest and, in our view,very tasteful home. Having the cottage as an accessory dwelling was and is very important to us for a number of reasons, including that we have a 24 year old daughter who is severely handicapped with autism and other disabilities. Having a separate dwelling where she can stay when she is with us (she generally lives in a group home in Abington, Massachusetts) is terribly important. I would be happy to speak with you or anyone else with the town, including Town Counsel, if that would be helpful. I can be reached during the week at my office below, or you can call my cell (617-549-9982) at any time. My wife and I have owned a home and paid taxes in Barnstable for some 17 years, and my wife's family has been in Barnstable for 40 years. We have always found the Town reasonable and fair, and hope that we can easily resolve this; we want nothing more than to have a good working relationship•with,the Town of Barnstable Building Department. Very truly yours, Chris Barker CHRISTOPHER B. BARKER Partner, Real Estate Group Goodwin Procter LLP Exchange Place 8/2/2012 Anderson, Robin From: Brian Hebb[BHebb@Hebb-inc.com] Sent: Thursday, August 02, 2012 5:31 PM To: Anderson, Robin Subject: Wilson Perry To Whom It May Concern: This is confirmation that all of DP Asphalt's (Wilson Perry)equipment.is currently being used and stored on sight at my subdivision (Pilgrim Pines) in Bourne, MA. DP Asphalt has at least 3-4 years of continuous work with excavation and - paving at my subdivision. IF you have any further questions concerning this matter please feel.free to call my cell or email me. Sincerely, Brian.Hebb Brian Hebb/President PO BOX 1093 Littleton, MA 01460 978-486-0396 978-486-3380 Fax 561-329-1098 Cell 1. Message Page 4 of 4 20th Floor Boston, MA 02109-2881 Phone : (617) 570-1462 Fax: (617) 227-8591 E-mail: cbarker(a)goodwinprocter.com ****************************************************************** IRS CIRCULAR 230 DISCLOSURE: To ensure compliance with requirements imposed by the IRS, we inform you that any U.S. tax advice contained in this communication(including any attachments) is not intended or written to be used, and cannot be used, for the purpose of(i) avoiding penalties under the Internal Revenue Code or (ii) promoting, marketing or recommending to another party any transaction or matter addressed herein. This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the attorney-client privilege or other confidentiality protections. If you are not a designated recipient,you may not review, copy or distribute this message.If you receive this in error, please notify the sender by reply e-mail and delete this message. Thank you. 8/2/2012 r REScheck Software Version 4.4:3 Compliance Certificate Project Title:Barker Residence Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 42% Heating Degree Days: 6137 Climate Zone: g Construction Site: Owner/Agent: Designer/Contractor: 167 Marston Ave Jack Delaney. Hyannisport,MA JJ Delaney.Builders 20 Rascally Rabbit Rd Marstons Mills,MA Compliance: Passes using UA tr • • Compliance:1.5%Better Than Code Maximum UA:462 Your UA:455 The%Better or Worse Than Code index reflects how dose to compliance the house is based on.code trade-oil rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • UA Assemblyor or D•• Perimeter • Ceiling 1:Cathedral Ceiling 2050 42.0 0.0 51 Wall 1::Wood Frame,16"o.c. 1910 27.0 0.0 57 Window 1:Vinyl Frame:Double Pane with tow-E 610 0.330 201 Door 1:Glass 189 0.470 89 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1720 30.0 0;0 57 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 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title - Signature Date Project Title: Barker Residence Re ort date: 7 Report:da e 0 /17/12, Data filename:C.\Users\Jane\Desktop\REScheck\Delaney-167 Marstons Ave:rck. Page 1 of 4 I REScheck Software Version 4.4:3 inspection Checklist Energy Code: 2009 IECC Location: Hyannis,Massachusetts_ Construction Type: Single Family Glazing Area Percentage: 420 . Heating Degree Days: 6137 . Climate Zone: 5 Ceilings:: ❑ Ceiling 1:Cathedral Ceiling,R-42:0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16 o.c.,R-27.0 cavity insulation Comments: . Windows: ❑ Window 1:Vinyl Frame:Double Pane-with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes. No. Comments: Doors: ❑ Door 1:Glass,U-factor:OA70 Comments: Floors: ❑ Floor 1: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: . ❑ 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. Li 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. Lj Wood-burning fireplaces have gasketed doors and outdoor oorribustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope airtightness and.insulationinstallation.complies:by either 1)a post rough-in.blower door test result.of less than 7 ACH at.50 pascals OR 2).the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired: (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope.air barrier. Project Title: Barker Residence Report date:07/17/12 Data filename:C:\Users,\Jane\Desktop\REScheck\Delaney 167 Marstons Ave.rck Page 2 of 4 (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (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: Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ 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: Lj 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. 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. 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 137.6 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 206.4 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 103.2 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handier installed:Less than or equal to 68.8 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Lj Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. 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 are 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: Ej HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Project Title: Barker Residence Report date: 07/17/12 Data filename:C:\Users\Jane\Desktop\REScheck\Delaney-167 Marstons Ave.rck Page 3 of 4 I 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 (a)60 lumens per watt for lamp wattage>40 Other Requirements: 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 failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Lj 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) Project Title: Barker Residence Report date:07/17/12 Data filename:C:\Users\Jane\Desktop\REScheck\Delaney-167 Marstons Ave.rck Page 4 of 4 2009 IECC Energy Efficiency .Certificate Insulation Rating R-Value Ceiling/Roof .42.06: Wall. 27.00 Floor/Foundation 30.00 . . Ductwork(unconditioned spaces):. Glass& D.. . Window 0.33. 0.31 Door 0.47 0.43 CoolingHeating & Heating System: Cooling System: Water Heater Name: Date: Comments: Town of Barnstable Geographic Information System July 19, 2012 288101001 288179 3#4782 306259.. -- 88097 28888 288099 � #18 30603OCND 288131Y 288130 # #70 #86 298101002 #2 �,�.a #29 #37 � `" 88100 #108 306027 03060145 3062111 288128� V#126 #262 #0 _ 288134 #67. 289127 #98 a@--#60 co #23 #77' . —126 . • 306012 306013 ., 306015 288129 #87 a288125 #74 #72' #54' 288132 #45 #99 IV #20 288123 288124 w 306009 306008 #46 #6 3060110JI 61 #51 288192 - 288215 #22 ® 288#1 1 SCON D® `i� #69 306237 #110 #7 N06 HILL RQ - 88214 288216 i288183 208119 . 306011 306238 _ + #107 88121 { ° #5 #106 288122 E#33 r#21 #7/ #83 #45 mown e 288120 3106001 306007 lr a #167 G 288118 #160 #0 88218 . 028821395 28#895 3 28821 7 #60 �'#50 9 288117 #175 288#20 `� #185, #174 28 174 #70,8182001� J • rt*• - 288182002 288116 288182003 288182005 306202 QitlAIL L N #28 #38 #0 �(#�97 #4 8 \ e 287,109001 88182004 306002 2#eel ® O #ao 4 #60 #no 287107001 094'gnr.av� 3 287108 10 1#33 iial 40287144 #81b� �� #110 . #83 7L0pg 287#29001 287122002 306191 287 3 #35' #465 #.80 r 01 , 287107002 287.18002 z#491 3#0501 ® 287106 #66 'a#16 f21 124 ® 305002 287028 287105 #80 287111 #70 287126 g05003� W#101 4100 #sa li 4 #20 ? se0 #es� ArQGEHILL RQ 287029 287119 287125 yLJIM .,#101I 871113$287103 287102 287101 287112 `#51 # _ 7127 #97 #83 .#51 #51 8 #35 w .287129. �287030 .� � #33 #124 297099 87100 a .r 35 K#41® 87114 •287089 #34 287130 287156 #100 287098 #310' 287118 #11' #25 O ze7 � ®7os7 #1s- a�l��. Ifosa� os3 '� 116 87090 #58 #25 287115 #100 #86 #18eR�# 287117 #,114 287131 287092p 287094 287095i87096 #10 7091 4 `sFe-- 287 85' 287132 #40 l o. DISCLAIMERS:This map is for planning purposes only.'It is not adequate for legal Map:288 Parcel:120 -boundary determination or regulatory interpretation. Enlargements beyonda scale of Selected Parcel .Owner:LLOYD,TANGLEY C Total Assessed Value:$657700 _ 1'=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%BARKER,JULIE P - Acreage:0.85 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:167 MARSTON AVENUE such as building locations. Buffer r�, TOWN OF BARNSTABLE BUILD NG PERMIT APPLICATION ao q f f L f Map Parcel f Z. ® � Application # Health Division ��`► f Date Issued Conservation Division Application Fee I 00 Planning Dept. ✓ Permit Fee Date Definitive Plan Approved by Planning Board ✓ .� Historic - OKH Yk _ Preservation / Hyannis / Project Street Address /,67 & 61D A V Village AlLi*viu2�5,20i2T Owner_�/(,L`�1 � fl- / �G�. Address bZ�lgZ Telephone to ' 4 7 5"" I?q ?2.-/ Permit Request �� �� R✓� �J� 6f'00M //7- to We— as Square feet: 1 st floor: existing proposed 2nd floor: existing proposed S2- Total new Zoning District F J_ Flood Plain A18 Groundwater Overlay -t) Project Valuation o Construction Type 4*m F_.. i Lot Size ( Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes VNo On Old King's Highway: ❑Yes tZNo Basement Type: '`Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Areas .ft. Basement Unfinished Areas .ft /��74 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count 7" Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: )dYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes JNo Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size 9 9 g — g — 9 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: -) r- fi C) nE Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ Yes XNo If yes, site plan review # Current Use Proposed Use 3 �n APPLICANT INFORMATION rn (BUILDER OR HOMEOWNER) -----Name -` Telephone Number Address ® j� �� �VG ► License # G S M4 6-76 Home Improvement Contractor# Worker's Compensation # WCa'J1S " 319701- bl i P-1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WI BE TAKEN TO �- SIGNATU DATE /Z- r t FOR OFFICIAL USE ONLY ° APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a . ` GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN"NO. :� Ike Commonwealth ofMassachusetts Department of bulustrial A cidents Office of bzvMdffations -600 Washin can Street Boston,M4 02111 www.mass.gov/dia . Workers' Compensation 14surance Affidavit: guilders/Contractors/Electricians/Plumbers Applicant Information Pleas!Print Le b Name 9hMb: sslorgMizBfiMgag7ic�: Address: Md City/State/ZiP: �� Phone.# �S "6 h TU Are you an employer?Check the appropriate bow employ _ •4. ❑ I am a general contractor and I Type of project(required?: I.�I am a er with • employees(fan mxYar part-tic 1.*. have hued$ie sub=cc 6. New conetrnri;rm 2.❑ I am a'sole pioluietor or pa dneer- listed an the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-couta.etars have g, ❑Demolition working for me in:any capacity, employees and have war]= B7dn[No worker' comp.msua„ce addition 5. We axe a c oration and its 10. re�'ed•.] � 0_ .mp. ❑Electrical repairs or additions 3.[] I am a homeowner doing ja-work officers have exercised their 11.❑Phxmbing repairs ar eddiiions nryselL [No worker' comp. right of exemption per MGL inanrance required.]t c. 152,•§1(4),and we have no 12.❑Roafr epaas employees. [No workers' 13.❑ Other camp.hmurance ru#red.] *Any applicant that ch=h box#i mnst also fM out the section below showing then workers'oompcnsa$an policy infarmatioa t Homeowners who submit this at�davit indicating$ley are doing all work and then hire outside couteactars must subnat a new affidavit mdicatiag such._ $Contracture that check this box must attached an additioual sheet showing the name of me sub�oatn+etars and state whether ernot those entities have erngloyees Ff flu sub�onhaetars have employees,fltey must provide their work=,wing,pobcy number. .lam an employer that is pro Being workers'compensation insurance for my employees Below is the policy and job site information, Insurance Cc�mpanyName: . �� t Policy#err Self ins.Lic.#_ Oc�e31S ' Exp rationDate ,�'O�-7 a0 lob Site Ad3ress:A-7 rN2 City/State/Zig: �✓ Attach a copy of the workers' compensation policy decLzta$an gage'(showiug the,policy mmn6er and espirafien date). Fanlure to.secure coverage as regd=dutider Sectim25A ofMGL c, 152 can lead to the imposition of camiaalpenatties of'a fine up to$1,500.00 and/or one-year Mi T*M' mment,as weIl as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.D0 a day ag�st the violator. Be advised that a copy of this statemer¢may be forwarded to the Office of . L27esligations of the DIA for Tnsnrance Mveraze verification I do hereby c der the in and penalties of perjury that the information praUided above is true and correct e: ffun . Date . LZs Phoned Q7 C� � .5'. [:70 l use only. Do not write in this area tb be carrplefedby city or.fawn affzciaL or Town: PermitlLicense# AIIth.ority(circle one): d of Health2.Buil�gDepartment 3.CitglToven Clerk 4.Electrical Inspector,5:Plumbingnspec or rt Person: Phone#: 1/24/2012 12:07:06 P14 PST (::MT-5) 1,(OM: insuraneeVis ions.com-TO: 1506770171.8 Page: 2 of 2 CERTIFICATE OF LIABILITY INSURANCE DATE124/2012 1 THIS CERTIFICATE 19 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: H the certificato holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the tense and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer lights to the Certificate holder In Ileu of such endorsumcn s. PRODUCER DOWLING&O'NEIL INS AGENCY INC CONTACT MAIM: 973 IYANNOUGH RD PHole '4//b.1620 AR;n HYANNIS,MA02601 DREss: INSURE S)AFROROINO CDVLKAGE NAIL 6 I NBURERA• LihoM o1SURFO INSUNW e: J J DELANEY INC 20 RASCALLY RABBIT ROAD UNIT 2 NauRErec: MARSTON MILLS MA 0264E NSURFRD: INS RC: INSLEM F COVERAGES CERTIFICATE NUMBER: 12240074 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES Uh INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IN3URED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION Uh ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WI IICII TI IIr' CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE RTLK;II:S DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY I IAVE BEEN Kt:DUC ED.BY PAID CLAIMS. LTH TYPE oP wSURANCe FOUCY IRINIBER P IIIMMUMITTY) MPII�YY� LIMT11% GEaRAL LIABILITY EACH OCCURRrNCE >; COMMMOIAL OENERAI.LIABILITY &4%s=a,s s CLAW-MADE nrs�IR MED FJ(P(Any one percent $ PERWHALAADV'NJURY S CENERAL AGGREGATE $ GEN'LAGCREOATELIMIT APPLIES PER: PRODLICTO.00MPIOrADO S POI.ICV PRO LOC f AV I OIMOWLZ7 LZAtlLII V 1 8 l enl f . ANY AUTO BODILY KURY(Par peow) S ALL OWNED S014MULED BODILY INJURY IT'or a=Ward) i AI rTOS AUTOS HIREDAVTosP'AUr08 P E am f f f r11INEIL_uAs OCCUR EACH OOCURW.NCE S ERCLOLIAR CLAIMS MADE AeWGATE f ZED " W rRMON S f f WnRKF.Ra COMEMSATIOn WC STATU- /� WIC2-31S3113101-011 1112l2011 11/2l9019 MB)BUPLOYeKS'LIABILITY YIN ANY FkOPRE'TORPARTNERVIEOIRIvE E.t.FACH ACCIDUO 1 f 500000 OFFICEtlMEMt%F,Nk7ttzUuhUi Q NIA (Mendady+ftNH) E.LDISEASE-E OYEE S U Tee,tlNsm�ndx DES TIONSbobw F.L DISEASE-I LIMI S 0 ••z 00CW TTON OF OPERATIONS I LOCATTONBI VOtCUA WIWI%ACOM 101.AdMoral rtwoarMa Schedule.r more spar*a pwiLdmdl Workers Compensation insurance Coverage applies only to the wLxlass wmpensetion laws of the state of MA. . `O ER OLDER CANCELLATIQN w 1=0 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEMOF, NOTICE VVILL BE DELIVEMD M BUILDING DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 200 MAIN STREET HYANNIS MA 02601 AUTHORIZED RLPACIENTATIVE Jets Eldddgu 61998.2010 ACORD CORPORATION. All rights reserved ACORD;0(2010105) The ACORD name and loge are registered marks of ACORD CZRT r4o" L2240074 CLLDIT CODS; 0L»94 40961CO utxck L/ZC/ZCLZ Lp=09:20 = roQe L or I shi„ —.LL[Lootc C-nce).0 and rupd+vedM. ALL pravLoli,y I%%ued ce•cl Nv( IA4. KILROY & WARREN, P.C.f tt .t t.. ATTORNEYS AT LAW TIC ISAAC P.FAIlZFIELD HOUSE 7 67 SCHOOL SZREET BERNARD.T.=OY P.O.BOX 960 HYANNIS, MASSACHUSETTS 02601-0960 TELEPHONE-(508) 771-6900 `TELEFAX (508) 775-7526 gee Cune 8, 2007Thomas Perry, Building Coo Town of Barnstable Yarmouth Road, Hyannis, MA. RE: Property at 167 Marstons Avenue, Hyannisport Barnstable Assessor's Map 288, .Parcel 120 t Dear Mr. Perry: V This office represents the current owner of the, above property who. intends to construct 'a single family residence thereon. The property has been in its present -configuration since 1966 when a small lot was carved out of the property. The lot contains approximately 36,375 square feet of land and is presently improved with a one story wood frame dwelling and single car garage. Enclosed is a plot showing the lot and the location of the existing improvements. The intent of my client is to leave the one story dwelling and garage in place as accessory structures to the new main dwelling. Save for its area, the lot meets all other zoning requirements. The Board of Health had previously approved the construction of two on site systems, one to service the existing dwelling and a second to service a new dwelling, copy of the approval is attached. In the process of assisting the current owner in purchasing the property, I had a conversation. -with you this past January lli concerzung the ability to construct the new dweng, leaving the existing dwelling in- place. You indicated to me that it is the Town's practice, as long as it is made clear in the building permit application that .the existing dwelling would be converted into an accessory structure to the new dwelling, .the permit for the new dwelling could be issued as of right., Aiop� The� purpose of this Zetter is to coiCnfirm my understanding from our 1� � conversation that, under the present zoning bylaw of the Town, my (!" ma y ay construct the said new residence thereon as of right, ' i eaving the existing dwelling as accessory to the new dwelling. Q VI� Ve ly yours, der �' ll , d T• .Kilroy Z4,Op �.C. Y /0C 1w C CV )c CNe AVLL 61\ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map—,, Parcel ��® Permit# s 601 3 Health Division Q �0 � ° Date issued , obConservation Division Application Fee o Tax Collector �J Permit Fee Treasurer �•� SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN :r)Mik LANCE +RTW Tel' , Date Definitive Plan Approved by Planning Board Rv, Historic-OKH Preservation/Hyannis TOWi". Project Street Address 6 f�K - Owner �,�� Q�jcler�� Address, Telephone Permit Request J' o � 6 Square feet;1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay - Project Valuation —9`� C) Construction Type Lot Size Grandfathered: 0 Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family (` Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout 00ther Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) 411 Number of Baths: Full: existing / view Half:existing new Number of Bedrooms: existing new Total Room Count not including baths): existing new First Floor( g ) g Room Count Heat Type and Fuel , Gas ❑Oil ❑Electric ❑Other Central Air: 5 Yes ❑No Fireplaces: Existing 6 New Existing wood/coal stove: ❑Yes �LNo Detached garage:Xexisting ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION s Name 15Pca'L11-P"iJ rnn-,S ftrC w� �o Telephone Number -y F " 36D " �*3oe Address License# CS (043067, Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 'SIGNATU DATE .� /3 0 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS : { VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME A _ INSULATION FIREPLACE ELECTRICAL: ROUGI ~ Q FINAL C3 PLUMBING: ROUGIV. 00 � FINAL GAS: ROUGH- FINAL FINAL BUILDING t► �m i DATE CLOSED OUT,' ASSOCIATION•PLAN NO. ' v THE COMMONWEALTH OF MASSACHUSETTS �. Board of Building Regulations and Standards Home Improvement Contractor Registration Program Registration No: 1 Ashburton Place,Room 1301 Boston,MA 02108 Effective Date: Application for Registration as a Home Improvement Expiration Date' Contractor or Subcontractor-MGL Chapter 142A,780 CMR R6 (PLEASE READ BOTH PAGES CAREFULLY Date Processed: 1. BUSINESS NAME: ��' ✓ e 4/ ruck'/27 e7 l d Print the name in which the applicant is conducting business (SEE INSTRUCTIONS) 2. Mailing Address: 'Gar r /d 9 o ( o 9 3 y - 6/y� Area Code Telephone Number 3. City: Alf 5 State: �- Zip O 6� 4. Street Address(if different): D lferg dOC OU ,71s 7'yet U•�. 3 @�� (Print street name and number,a P.O.Box is not acceptable for address)City State Zip 5. Applicant type: ? Individual DBA ? Partnership ? Trust ? Private Corporation ? Public Corporation Limited Liability Partnership ? Limited Liability Corporation Please Check One (See Instructions regarding enclosing a city or town registration under DBA or"fictitious name"law•MGL c 110,§5&6) ? 6. (see back) 7. Number of Employees 3 (See instructions) 8. Have you registered previously under this lavtl? � If so,under what? Name: Registration No: �{�7 9. Individual responsible for Home Improvement Contracts: C.Do C.ulelo n (See instructions) Last rust M 10. Title of individual responsible for Home Improvement Contracts: 0,4-1'u 11. Does the applicant or responsible individual hold any other construction related state,city,town licenses or registrations? ? Yes o Type of License or registration Issued By License or Expiration Date Name of License Holder registration number 12. List all partners,trustees,officers,directors and major owners(10%or greater of ownership)of an applicant partnership or corporation below. Use additional paper if necessary. (See instructions below) Check here if you wish to receive an application for additional ID cards for key persons. Last First Middle Initial Title in Applicant Business %Owner - Address 13. Is the applicant claiming exemption from the registration fee?(See instructions) ?Yes No 14. Registration fee enclosed:$ D� (see note#1,of instructions) Guaranty Fund fee enclosed:$ DO (see note#2,of instructions) If necessary,include two separate certified checks or money orders-one marked"Registration Fee";one marked"Guaranty Fund". See instructions for the fee amounts.Make all certified checks or money orders payable to"Commonwealth of Massachusetts". PERSONAL OR BUSINESS CHECKS WILL BE ACCEPTED BUT WILL REQUIRE AN ADDITIONAL TEN(10)DAYS TO PROCESS. P rsu t to Massachu tts General Laws Chapter 62C§49A,I certify under the penalties of perjury that I, be ow lief a filed all state tax returns and paid all state taxes required under law. � p Si lure of t or app cant's representative Title held with applicant to TOWN OF BARNSTABLE MASSACHUSETTS T BUSINESS CERTIFICATE '"^'' c [PAGE ATE ISSUED: 03/24/2004 DATE RENEWED: LOOK 190 RENEWAL BOOK: RENEWAL PAGE: 04-1I1 DATE DISCONTINUED: CERTIFICATE EXPIRES: 03/24/2008 DISCONTINUED BOOK: DISCONTINUED PAGE: In conformity with the provisions of Chapter One Hundred and Ten(110), Section Five(5)of the General Laws, as amended, the undersigned hereby declare(s)that a business is conducted under the title below, located as shown,by the following named person,persons or corporation: SEAVIEW CONSTRUCTION 105 FERNDOC RD UNIT C3 HYANNIS MA 02601 MAILING ADDRESS: PO BOX 1286 HYANNIS,MA 02601 ANTHONY MCDONALD 34 CHARLES STREET SOUTH YARMOUTH,MA 02664 Sig tures: THE ABOVE,NAMED PERSON(S)PERSONALLY APPEARED BEFORE ME A MADE OATH THAT THE FOREGOING STATEMENT IS TRUE.. 1 � TITLE � Identification Presented: DATE: March 24,2004 PLEASE NOTE: IT IS THE RESPONSIBILITY OF THE APPLICANT TO OBTAIN ANY LICENSES AND PERMITS REQUIRED BY THE BUILDING,HEALTH AND CONSUMER AFFAIRS DEPARTMENTS FOR THE LEGAL OPERATION OF THIS BUSINESS IN THE TOWN. CONDITIONS: NONE LISTED In accordance with the provisions of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5 of the Mass General Laws, Business Certificates shall be in effect for four years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the city clerk upon discontinuing, retiring or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall.be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars($300).for each month during which such violation continues. ------------------------------------------------------------------------------=---------------------------------------------------------------------------------. CERTIFICATION CLAUSE under the penal ies of perjury that I,.to the best of my knowledge and belief, have filed all state tax returns and paid all state t es re it nd igna of Individual or Corporate Name(Mandatory) By: Corporate Officer(Mandatory if applicable) **, , or Federal ID Number * This license will not be issued unless this certification clause is signed by the applicant. ** Your social security number will be furnished to the Massachusetts Department of Revenue to determine whether you have met tax filing or tax payment obligations. Licensees who fail to correct their non-filing or delinquency will be subject to license suspension or revocation. This request is made under the authotity of Mass. G.L. Cha 62C, S. 49A. The Commonwealth of Massachusetts Department of IndustrialAccidents 660'Washington Street _ Boston,Mass. 02111 Workers'..Com eaisation.UsaranceAffidavit-General Businesses •+�Cr�.4-t<.1� Q++.•. ter .5�✓3• r jC/� C4b aMW , address: n ...- . . � �?—+•?)• 6 Q•^� � S . state ' zi O hone# _ -- ' work site location full address []Retail❑Restauranf/Bai/Eating Establishmeat I aazn.a sole proprietor and have no one $psiu►ess Type: 0 Office[�Safes(Including Real Estate,Autos etc.)' working in any capacity I am an sm to er with ein,��lo ees(full&' art time). ❑Other %%1///////i�//%��"% %//%%//////li%%%%%/////////////////%//%////%///oveees worldn o this job.. , , I ant an employ 'ro-%, _g wkers ccmueasation for my employ - g , .'i{y4'•�':S'`• ••j''y�T/jj�F' !�,(yy��r��-'�i' /l7•-�-..//'i.(/�:�•.�}/�\. :'._ +, ,l f: '•'i :1: ..',`s s, :'�s'�.. ^1 COm ea names :n9 `', .i, :y''.r'Is;,i,: ,�:: +'',:s• S' :I I;•:j `.t'. :1^'i: i yi:.",; I '.' •,' •,� l.i, f [/,'/�J�, .•*,•'� ","'.i:•' '�/. '::s'�.c,',' :I�. y.,.<,r(�iF hti.�',rri.- ,'I•..�;,�st��;l,+'�:.{ .. 63 T am a sole proprietor and'have hired the independent contractors listed below who have tfie following workers' •compeasation polices: Coal sa 'afial�. i. a. =.I'.t' i I :il+ {.Yt�,1�';...' rl., T.{•,�: :eSS: t 1. :6iCi rl:. ter. � .++.'• 1••�•'s:1• etldt si' C. s v :L r,•4+.w, ,i •I.i.` •s 1.1 r` •rr t'i -t Cl w'; ', f 1 4••.• :.u.5 u' '.:<�� 1:• ;r:+''' •i''.4,'j0 n:`;" :t}.�i`:'r •+.''+r,•. :i: Io•.a:• ), !••+''.(''0'Pr% I+• : 't}il'. ^j,,'S.:' �.:: }`:r+.; ''i•r• :ty.•` : ' gri'sursnce :e: <w / / :i - •_: .:�!'::: ,l :N•i Id'{�•:• •� �,i�t '.;,•:•� ''t. - Ili 0 IC •+.i% S:ti.y:1'I. '.(: '' �i: -`Si •'' '!,�. ,1.,s••ti.,l.•.fi r: ,C„�, +�;•��•-Jr � .�<9q •'i•,'1 'L,� �..' 's:.1: ia• .:r t, ��t,; ',' :r•�1" •u� i• ''i '.t.�:..:. r,:! •}.}r{•` ..Uv_ .C. ,•r•'.. •Y. s�I.f��. ,•�lfq=.y ti.•='.C• :r.� •Yw.,,�.a l'...'ti.z:....i. e. coin ali• aaaie��s _ . .;_:: ,ra �.i�.� .' } BE Cl' s• i' :'. �•Y i . yr ��•x'. ;.�4f a:4 ," (r '.l'.;�j a 'r . •'l• :S •i+', •: '.�6J ,•( ..i L..� •.lr�, ;�,.\.•.y,C'I.� .ji. •n.� G. Z10�yk. •ii :�•f' i I: •.' �;•••,. w e-P;, •rt. :� �'t 1' / ,Y,',�y'p., is r.n� _ •.i�..r•. `i''li++ttiP.! - '.i. .- 't' •, �i" '�••''' '.tt�..: L:.i.f.Sa.w'-f.a'. '0'llC::�a' .ids 'i: _ insurance n lead to b:�''_ '' >i:' r... :• /////i. ne p to$1,500.00 and/or Failure to secure coverage as req ed penalties in the fo'i m otf a STOP WORK Othe RDER and a fine ofsition of criminal $00 00 diay againstt me. l understand that} one years'imprfsonme eII hdlp • copy of this sta t maybe orwaxde the O e of , esti tion9 of the DlAfor coverage verii'icatioa. I do ere certify un th ns en ofp jury that the information provided above is Prue nd rject Date Phone# �D 5 . 6 0 4j.O 7 Print name official we only do not write in this area to be completed by city or town official - permit/liceuse# ❑Building Department city or town: ❑Licensing Board ❑Selectmen's Office Q cheek if immediate response is required ❑Health Department contact person: phone#; []Other ( vaed Sept 2003) -- Information and Instructions. Massachusetts General Laws'chapter 152 section 25 requires all employers to provid wgrkers' compensation for'their•. employees, As quoted'from the `law", an employee is.defined as every person in the service of another under any contract of hire, express or implied; oral or written. arhners , association, co oration or other legal entity, or any two or mgre of An employer is defuied as an individual,p hip rP in a�'oint ent rise,and including the legal* presentatives of a deceased,employer, or the receiver or foregoing engaged �P the g g ,trustee of an individual,Partnership association or other legal enti ty� employing employees.1 ees. 'However.the owner of a dwelling house having.-not'inore than three apartrments and-who resides therein, or the,occupa4 bf the:dwel ing houseof another who,emplb3�sPe'esbns to do maintenance, construction or repair work on such dwelling house 6r on the grounds or bg g�piu tenant thereto shall not because of suchemploymeut.bedeemed to be;an eiriployer. MGL chapter 152 section 25 also"states fhat•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 ace eptable.evidence of•compliance with the insurance coverage required: Additionally;neither'the' commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of Public work until compliance with t�e insurance requirements of this chapter have been presented to the contracting acceptable evidence of authority: APFlicants .. , Please is the yvorkers'�eompensafm aff davit corr�nletely,by checking the box that applies to your situation• Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Departmerit•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 ludustrial Accidents. Should you have any questions regardi the'"law"or if you are required to obtain a.workers'compensationpolicy,please call the Departri=t at the number listed�nelow. City or Towns . Please be sure that the affidavit's complete and printed legibly. The Department has provided a space at the bottom of the fill out in the event the Office of Investigations has to contact you regarding the applicant Please affidavit for you to be sure to fi11 n the permit/liceuse num er which will be used as a reference number. The.affidavits may be returned to the Department by,m or FAX unless othei'ari angements have been made. The Office of Investigations would 1�ke to thank you in advance for you cooperation and should you have airy questions, please do not hesitate to give us a call. Tb.e Department's address,telephone and fax number: . :.• •• , •. ,• , ' � Tb.e Commonwealth Of 11�Iassachusetts• , Department.of Industrial Accidents emca of linsup"O is 600 Washington Street ' Boston,Ma. 02111 fax#: (617)727-7749 RESIDENTIAL BUII,DING PERMIT PEES ' APPLICATION FEE New Buildings,Additions $50.00 f Alterations/Renovations $25.00 M Building Permit Amendment $25.00 I+'EE VALUE WORKSHEET NEW LIMG'SPACE square feet x$96/sq.foot= x.0031= Ti.from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= ` -s CJ x.003I= O ? plus from below(if applicable) ACCESSORY STRUCTURE>120 sq."T >120 sf-500 sf $35.00 ' >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: z.0031= square feet x$96/sq.foot= STAND ALONE PERMITS x$30.00 Open Porch (number) Deck x$30.00= (number) Fireplace/Chimney z$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) .S d Permit Fee ptojcost Town of Barnstable E ray 'p ' ' -.� o� wgulatory Services Thomas F.Geiler,Director 9��1 seg9�k.� Building Division. �D Mp Tom perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 , Fax: 508-790-6230 office,- 50S-862-4038 permit no. Date AFFIDAVIT HOME�ERNT TO pFRMIT CATIONrJENT CONTRACTOR ' SUP c'on of an addition to any pre-existing owner-occupied conversion, MGL c.142A requites that the"rec ons o f talterations,renovation,repair,modernization, , cent o •improvement,removal,demolition, building containing at Least one but not more than four dwelling units or to structures y,�lu,ch are e �a . such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Estimated Cost C)� Type of YJozk of Work: 16. 2 S Address3 Owner's Nye; lication: o Date of App I hereby certify that: Registration is not requited for the following reason(0 []Work excluded by law - ❑lob Under$1,000 (]Euilding not owner-occupied []Owner pulling own permit Notice is hereby given that: OR DEALING WITH UNREGISTERED OWNERS pULLING TEM R OWN J?ERM[T CONTRACTORS ON PRO GRAM FOR APPLICAB.LE HOME R GUARANTY FUTTD UNDER MGL c 142A. ACCESS TO THE ARBITRA SI ENALTIE EPJ URY Permit as owner: I liereby apPiy for p Contrac rName RegistrationhIo. Date OR Owner's Name v v ' Town of Barnstable °p�11E 7p�� Regulatory Services 13 SWIM$ Thomas F.Geiler,Director 19, Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 O fEce: 508-862-4038 Fax; 508 790-6230 t Property Owner Must Complete and Sign This Section If Using A Builder Ae, L __ :,as.O�inet.of the.subjectpropettp ...._..._.. .: S' .to'act on m .behalf,. hexebp authorize in an Inattets relative to work autho=e..d•by this building.pemni#-applicat on,for. AIA 5M s 14V-e-- ---�-(Addtess of Job) , , 1 siga itutie of Owner Date ppqq/V`e 14 L V Print Name k 1 k TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel i a-© Permit# R-00. g'S Health Division ' —®� o� -(vo"� k',�' : , tr=` '� Date Issued ^ e2/ O Conservation Division 0 D pp - A lication F So t � Tax Collector Permit Fee G°c• � �� Treasurer __�.�. .-w i h,i` --•-- - rTIC SYSTEM MUST BE f �w.t.,,d INSTALLED IN COMPLIANCEPlanning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis S;rpPWra S---.v d Project Street Address MA15:6o S Village U& ^ 5 as:f Owner J , I C^G A �•�P i I� Address :70D S Telephone Permit Request rfiP;y ;,,.; �✓�. w x° �2ei�v%'� f��;s/ram; — Square feet: 1 st floor: existing (RM proposed 5 2nd floor: existing 0 proposed 6 Total new 70 7 Zoning Districts Flood Plain Groundwater Overlay Project Valuatl�rS� � Construction Type RioAnnAp'l Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 54 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �LNo On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout 0 Other 16110 /� C/2'."d Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths Full: existing new 1 Half:existing new Number of Bedrooms: existing_— new Total Room Count(not including baths):existing new First Floor Room Count ` Heat Type and'Fuel: Q(Gas. ❑Oil ❑ Electric ❑Other Central Air: %d:?es ❑No Fireplaces: Existing 0 New O Existing wood/coal stove: ❑Yes 3,1�10 Detached garage:tKexisting ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size. Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded Cl Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use - BUILDER INFORMATION Name Telephone Number 7 710 2�13 1 Address License# Home Improvement Contractor# Worker's Compensation# :ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE E DATE FOR OFFICIAL USE ONLY EPERMIT NO. DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: , ` FOUNDATIONI r FRAME {; INSULATION FIREPLACE �> i ELECTRICAL: ROUGHZt �s ,•O FINAL PLUMBING: ROUGH 0 iT FINAL ! GAS: ROUGH in FINAL r t tJ FINAL BUILDING r DATE CLOSED OUT - i ASSOCIATION PLAN NO. , , j RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $50.00 �D d Building Permit Amendment $25.00 ' FEE VALUE WORKSHEET NEW LIVING SPACE C{ square feet x$96/sq.foot= 2100 x.0041= 1 g plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 0 D square feet x$64/sq.foot x.0041= aO9 •`' a plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft._ x.0041= O ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf . $35.00 ✓ 35 00 >500 sf-750 sf_ 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= s STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving 150.00 (plus above if applicable) 7 6 Permit Fee y� 7 Projcost Rev:063004 >v SQL 7f0 CMR Appeadit 1 ' Table J53.1b(continued) prescriptive Packages for One and Two-Family Residential Buildinp Hated with Fossil Fuels MA mum MINIMUM Olaring GIari m ng Ceiling. Wail Floor Basement Slab Heating/Cooling p Am'(%) U.vairre= R-value' R values R-values Wall Perimeter Equipment EfHcfeary R value` R value7 Package 5701 to 6500 Hating Degree Days° Q 12% 0.40 38 13 19 10 6 "' Noel ' R 12% 0.52 30 19 19 10 6 Normal 13 19 10 6 85 AFUE $ 12% 0.50 38 T IS% 036 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A N/A 8S AFUE W 15% 0.52 30 19 19 10 6 85 AFUE x 19% 032 38 13 25 N/A N/A Nomml y 18% 0.42 38 19 25 N/A N/A Normal z 19% 0.42 38 13 19 10 6 90'''� AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: �'� mo,r5ltt)A S �� q � r�1c�rttS Via`, 2. SQUARE FOOTAGE.OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: c� 4. %GLAZING AREA(#3 DIVIDED BY#2): 5: SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS. ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J$.2.1b: f the area of the glazing assemblies (including sliding-glass doors, skylights, and Glazing area is the ratio o basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall .of the total glazing area may be excluded.from the U-value requirement. area,expressed as a percentage.Up to 1% For example,3 fl of decorative glass maybe excluded from a building design with 300 fl of glazing area. Z After January 1, 1999, glazing U-values must,be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure,or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation.thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall.For example, an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. 11 The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of cooling equipment, the equipment with the lowest than one puce of heating equipment.or more efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see-Table J5.2.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in.the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b: If a door contains glass and an aggregate U-value rating for that door is not available,.include the glass area of the door with your windows and use the.opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted avenge R-value is greater than or equal to the R-value requirement for that component. Glazing.or door components comply,if.the area-weighted.average.U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 ""—=— The Commonwealth of Massachusetts REM u�)RE —(�6 Department of Industrial Accidents - 1 r F �y 600 FTashin;ton Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit-General Businesses name address•'Z bO city state' Pbk , zip:1 t 0 b -phone# work site location(full address): 1 h� ��� � /s+rt t't�! iS�� 1��• ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Eating Establishment working in any capacity. ❑Office❑ Sales(including Real Estate,Autos etc.) ❑I am an ern ]oyer with t m ]oyees(full& art time). ❑Other �/ %/%%/%O//////�11ll/%/%%�%%%%%�O/%/O�/%%/%%%//%/%//////%%%%�%���% I am an employer providing workers' compensation for my employees working on this job. p. comyanv name: address: ..:. city' Dbone#: .lnsurance.Co:-• �] I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: company name ;... . address: :..,., City'. ,. • uliobe#: insurance co. olic # :. _ comoeriy name address phone#c insurance co,:„ . .. . .. ",.. olicv#. ot Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that e copy of this statement may be forwarded to the Office of investigations of the DIA for coverage verification. I do hereby erti and t e ain al es of perjury t at the inform ation provided above is true and correct - Signature Date Print name Phone# ��'.�--' -spa-�,��'�" _ �.,�•--��-��--���u��� _ �.��x� e, �,.�_ _ -.— official use only do not write in this area to be completed by city or town official city or town: permittlicease# ❑Building Department ❑Licensing Board i ❑check if immediate response is required ❑Selectmen's Office []Health Department contact person: phone M. ❑Other �(mveed Sept 2003) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such.employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or perms t tooperate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until fiance with the insurance re ter have been presented to the contracting requirements of this chapter acceptable evidence of compliance q P authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please p supply company name, an address addd hone numbers along with a certificate of insurance as all affidavits may be submitted � to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are r compensation policy, lease call the Department at the number listed below. to obtain a workers' p cy,p eP requiredmP City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the. the applicant. Please affidavit for you to fill out in the event the Office of Investigations has to contact you regarding pp which will be used as a reference number. The affidavits ma be returned to number lu y be sure to fill in the permit/license . the Department by mail or FAX unless other arrangements have been ma .de. The Office of investigations would lice to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents WIN of Imsdgagons 600 Washington Street Boston,Ma. 02111 -- fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 E ToWzt of Barnstable TH p4„ • ' Regulatory S envzdes f a� Thomas F.Geller,Director 163p. ,+� wilding Division. • Tom Perry,Building Commissioner ' 200 Main Streek Hyannis,MA 02601 0ffice: 508-862-4038 Fax: 508-790-6230 Permzt no. bate . A =AYZT ' 110NM WR0'YENIENT CONTRACTOR LAW SUPPLEMENT TO PEPJY=APPLICATION • MGL 0.142A requires that the"reconstruction,alterations,renovation,repair,modemization,conversion, • 'iraproYement,removal,demolition,or construction of an a dditionto any pre-existing ow;.er-occupied Wilding containing at lout one but not more than four dwelliag units or to structures which are adjacent to suoh residence or building be done by registered contractors,with certain exceptions,along with other requirements. ' • . Type of Work:-- L MELCL, Estimated Cost AddrossofWark: C", 1 W2 Date of Application:, I hereby certify that: Registration is not required for the following reasons); []Work excluded bylaw ' []Job Vader$1,000 • . []Building not owner-occupied • jjjq�ner pulling own,permit Nohceis hereby given tha#; , 0WMRS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGLSTMM CONTIUCTORS FOIL AM ICAB•,1i DOME ZUILOYEMMT W OPX i)o NOT 31M ACCESS TO THE AEtT3IMTION PRQGRAM OR GUARANTY FUND UNDER MGL c.142A, SIGNED UNDERPENALTMS OF PERJURY 'Thereby apply foi&permit as the agent of the owner: Date Contractor Nune Aepistrationr(v. Owner's Name Town of Barnstable Regulatory Services Thomas F.Geiler,Director MASL �b03 ,•� Building Division ABED�p 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: ` D I_T 0 JOB LOCATION: -7 IA—r6k,95 -1`K gVaon number village "HOMEOWNER':—�v. r i cL✓\ 0 m i 2.I name home phone# work phone# CURRENT MAIl ING ADDRESS: _7 00 S i4-nCi e,f'Son R6ad S,, L L P a o a _IC1'n4 C4 2A 1940� ity/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- re onsible for all such work performed under the building permit. (Section l09.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requir7ts� ' Signature of Homeowner Approval of Building Official Note; Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. l Q:fomrs:bomeexempt 77 5 s S7d 3 60 -� R30 y, . k nts,located at 200 Main Street,must be obtained: 0 AM—1:00-2:00 AM Affidavit form must be submitted for any workers es out the permit, subcontractors hired must supply e Certificate must be on file. isor license is required. Note: Construction 't entitled to supervise construction of a building o a building with a total cubic volume greater e,the application must be accompanied by as indicated in 780 CMR sections 116 & 1705. ion; Check made payable to the Town of Barnstable. Owner Letter of Permission -. iring, plumbing and frame inspections. KTY.ROY & WARREN, P.C.— ATTORNEYS AT LAW THE ISAAC P.FAI ZT=HOUSE r - 67 SCHOOL STREET BERNARD.T.MLROY P.O.BOX 960 HYANNLS, MASSACHUSETTS 02601-0960 TELEPHONE (508)771-6900 "TELEFAX (508) 775-7526 F June 8, 2007 Thomas Perry, Building Commissioner Town of Barnstable Yarmouth Road, Hyannis, MA. RE:' Property at 167 Marston Avenue, Hyannisport Barnstable Assessor's Map 288, .Parcel 120 Dear Mr. Perry: This office represents the current owner of the above property,,who ' intends to construct a single family residence thereon. The property has been in its present configuration since 1966 when a small lot was carved out of the property. The lot contains approximately 36,375 square feet of land and is presently improved with a . one story wood frame dwelling 'and single, car garage. Enclosed is a plot showing the lot and the location of the existing improvements. , The .intent of my client is to leave the one story dwelling and garage in place as accessory structures to the new main dwelling. Save for its area, the lot meets all other zoning requirements. The Board of Health had previously approved the construction of two on site systems, one to service the existing dwelling and a second to service a new dwelling, copy.of the approval is attached. In the process of assisting the current owner in purchasing the property, I had a conversation '.with you this past January concerning the ability to construct the new dwelling, leaving the existing dwelling in place. You indicated to me that it is the Town's practice, as long as it. is made clear in the building permit application that .the existing-dwelling would. be converted into an " accessory structure to the new dwelling, the permit for the new 'dwelling could be issued as of_ right The purpose of this letter is to confirm my understanding from our conversation that, 'under the present zoning bylaw of the Town, my. client may construct the said new residence thereon as of right, ; leaving the existing dwelling'as accessory to the new dwelling. Ve rely yours, B rnard T. .Kilroy enc. Town of Barnstable Board of Health P.O.Box 534,Hyannis MA 02601 offices sob-862 4644 St—G.Rask R.S. Su FAIL 503 790.004 macKanfma0.MSPH Wayne Miller,M.D. Q0 V v December.30,2003 Mr.Stephen Wilson,PE. Baxter,Nye,and Holmgien,Inc 812 Main Street Osterville,MA Dear Mr.Wilson, You are granted permission,on behalf of your client,J.Brian O'Neill,to construct two onsite sewage disposal systems designed to be connected to two dwellings totaling seven: bedrooms proposed to be constructed at 167 Marston Avenue,Hyannisport, Massachusetts. The septic systems shall-be constructed in accordance with the submitted plans dated December 5,2003. Sincere ours, wayne N . er,M.D. 2*' Chairman t BOARD OF HEALTH , ti -�✓ TOMW OF BARNSTABIX Q-.HEAL 7ti/ IMriIsoa7Beas0ncM Town of Barnstable j� MR.�11CL•AAtT Board of Health 200 Main Street,Iivannis NIA 02601 au�n G.Bask.R.S. . Sumner 1:.uimon,M5Pt1 W;IYAC\4i11u.M.O. BOARD OF ITE ALTR NILNUTES Tuesday December 16,2003,7:00 PM Towis I I all Hearing Room 367 Main Sired,Hyannis,Ak i1i.-wnt: Wayne Millcr,M.D.,Susan G. Rask,R.S., Sumner Kaufman,.vISPH Also Present:Thom.�,e McKe:ui, R.S.,CIIO and Health Inspector David Stanton Dr.Miller opened the meeting at 7:01 PINT. I. Ilrs�rinQs: •• . i1. Brenda Tri. Diamond Edee Farm,—2051 Main Street,West B3mstable: 1.Continuance of C innse and Deist IienrinQ 1)r.Miller ached if anyone was present to rzpresent Brenda Tri,no one responded.Dr. Miller explained the applicant has asked.for continuances and the applicant is not , lumnt.All Board members agreed to move forward with the hearing. `lonon by Ms. Rask that the Board deny the request to continue this hearing. Seconded hS Mi. kaufxnnn. So Voted: Motion by Ms. Rask to dcny'the request to lift the Cease and Desist Order. Seconded by Mr. Kaufman. So Voted. 2. Sho-,-,,-cause fHearina Nlr. McKean distributed copies of the stable license�bl issued on July 1,2003 granted in conformance xith statutes and local.Beard of Health Regulation Part X expiring June 30, laf•c 1 ,�1 11. ` . C5V;4 -1I3NO 3t13.LS E9r0Z98805 05=5T L a©ZI;'t7E/Tr; 1)c,,.k NJargtierite explained the Board of Health requested the four.tanks be removed. J'hc is elation is of no use to fiberglass tanks that don't rust. MY.11r1ican explained he spoke with Don Chase who had no special requirements and recommrnded approval and also suggested the regulations be revised. R3sk asked about the piping. \1r. MirQ erite stated the piping teas upgraded last year. Motion by Ms.R.3ak to approve. Seconded by Mr. Kaufman who asked the applicant >ubrnit test results to the Beard of Health yearly. V1I. iti1 ultiple Bedrooms•-No Variances-Needed: A. St Brian O'Neill- 167 Marston Avenue.Hyatiaisport, four bedrooms proposed in new house,three bedrooms in"bunk:house,"seven bedrooms tc�t al. Fl titerl►en representing\Martin Lpmpres—210 Main Street.Ostenille, .,c•:cn bedroom dwelling proposed,2.57 acre property. %•Ir. McKean explained the staff has no objections to both A and B. ti9otlon by Mr. Kna inan to.approte A and B.Seconded by Ms.Raslc. Vil l Tunovative/Alternate..5 stem Proposal--Monitoring Plan Review: 1o}u,O'Dea. Sul1i pan Fnaineering rcprc-,entin7 Peter Marney— 15 Oldham Road, O.'ItI Ville,proposed two-bedroom dwelling, 17,998 square foot property. \Ir. C)'i)ea explained the plan will be done quarterly. fir. McKean explained the Board of Health regulations require the monitoring plan to be . revic ed by the Board. Ms. Ra.,k asked if only 2 seis of ssmpless would be tested total. NIT.O'Dea was not positive. T)r. Miller explained they would test 2 samples quarterly- Ms. Rusk asked to see the-nitrate testing and the total nitrogen,a two-bedroom deed rvsiriction and a revised monitoring plan.Recirculating sand filters have general approval. otinn by Ms. Rask io approve ttrith a two-bedroom deed restriction,a revised momioiing plan and an operation and maintenance plan submitted. 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AND APFWO Crb _ ?�HFt�emt7t A STTQ �671YH8t330RAvenue` ' (^ Hpanak Portr Uassm* Seft v A■EAUTat /yWeM .firbn _ 'SZ• LEk C Mam OF PREo��CfL 'RS 1[eltit AOII� RAXDa;,NM&EOLMG Oi,VC - - Bcp�eeaBd�am[ - _ F�oa'aD]dlsmi.5bv►E�oa - SIZTNmm saoe; Ma>s�eea ors• •;'wYa�Rq!£ml Av 20 D 20 40 •:yF IRlfll f10F1tXij D6tIED 9aE SC"N FFEr REY. DA7E RE]pm C. own rAmt MACBING CHAMBER DE ,ELM OF PRB=MAMM Cf1AMBEM BDARROIJSS m IoaRa_ ro so.t 03-056 rrorksht 2 IIexA[ •, JOB 2003-OSB � � ssc�3 i Christopher B.Barker 84 Wildwood Drive Needham MA 02492 January 10,2012 Thomas Perry,Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 - d By email (Thomas.perry aQtown.bamstable.ma.us) and facsimile(508-790-6230) Re: Property at 16.7 Marston Avenue,Hyannisport Barnstable Assessor's Map,288 Parcel 120(the"Property") Dear Mr.Perry: I tried to reach you by phone yesterday at the suggestion of Bernard Kilroy,who represents the current owner of the above-referenced Property. (I understand that Mr.Kilroy discussed this situation with you yesterday morning.) My wife and I have the Property under an agreement to purchase,with closing subject to: (i)the current owner cleaning up some open building permits and(ii)verification by the Building Department that a new dwelling can be constructed on the Property,leaving the existing small cottage in place as an accessory dwelling structure. Mr. Kilroy previously gave me a copy of a letter that he sent to you on June 8,2007(copy.attached) when his client purchased the Property in order to confirm his discussion with you regarding the foregoing. However,when I visited the Building Department in late December 2011,the person that I met with(Robin Anderson, Zoning Enforcement Officer)indicated that there was no record of Mr.Kilroy's letter or your confirmation or other response to it in the file for the Property. She indicated that such a confirmation would normally be in writing and in the file. She also told me that the determination to allow the continuation of the existing cottage as accessory dwelling structure if a new dwelling was constructed on the Property had to be confirmed by the Building Commissioner and was not something that she could confirm. Of course, I understand that(i)the newly constructed dwelling will have to comply with the existing zoning by-law in terms of setbacks and other dimensional requirements and(ii)the continuance of the use of the existing cottage as an accessory dwelling structure would be conditioned on us executing and recording an Agreement for Accessory Use of Residential Buildings Associated with Residence in the form attached to this letter(Mr.Kilroy provided me with a copy of such attachment);otherwise,the continuation of the use of the existing cottage as an accessory m dwelling structure would be of right. LIBD/2503004.1 r l Thomas Perry,Buidling Commissioner January 10, 2012 Page 2 I would very much appreciate it if you would confirm the foregoing by countersigning a copy of this letter in the space provided below and returning it to me by email or, alternatively, give me a call(cell 617-549-9982)to clear up any misunderstanding that I may have. Of course, if there is another form of written confirmation that you prefer to use,please use your form. We are trying to close on the acquisition of the Property this Friday, so your prompt attention to this is much appreciated. Thank you very much for your time on this. aly yo ,her B. ar er Confirmed as of the date of this Letter: Thomas Perry, Building Commissioner, Town of Barnstable cc: Bernard T. Kilroy,Esq. LIBD/2503004.1 P: 1 Communication Result Report ( Jan. 11. 2012 -3,21PM 1 2) Date/Time: Jan° 11. 2012 3:21PM File .. Page No. Mode Destination Pg (s) Result Not Sent -------------- ------------------------------------------------- 5343 Memory TX 916172278591 P. 2 OK Reason for error E. gust' E. 1) Hang up or 1 ine fail E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—mail size Cirktopher IL Barker - - - - - 64 WOdeoodDrivo .. . - Needbam MA QW2 . bo uay 10,2012 - .. 7baems Perry.Building covvniesioner Y - TownofBemsmbte s 200 Main Street Hymuda,MA 02601 _ t By Ornail - (ZLotnas omv(dtnwn bamstabte ma usl and _ - faeshmb(506-790-6230) Be: Property at 167 Mast.Av®ve.Hyaonisport BarnatabL:Aw tor's Man 288 Pared 120(the•Pronerty'9- - Itied to reach you b'y ph—yesterday at the-Spstion ofBemard Kilroy°who reMseals the umvRometofd=AovamfizeneadPmpcty.([vodentamdawMr.KUro9dWrisedilb - ynsetionwi&you yeakrday rooming.).]idytvifa endllsve Om Piopaty under ea agreememlo .. pmchmcyvhlhdamggsnbjeetta(I)eo.a owearelesdngvpeom epeatadldmgpetmits and[n)vec�cstionbylheBmlditigDepsrtmoaathat avow dwelling canbe omuvvctad.®fio Prvpecty.1eavID9aeexLslmganm8cottageinpimuonacccnm-ydweHingsvvame.W T,tltoyptevlooslygavemaa copy oft loder that hea ttoyonmJtme8,2007(aopyetmched) whwlisoliempmrLa+edthePmpegylnotdert000�i®hsdiseasaionwi0ayounga�ogehe .. foregoing.iiowmc4wheaIv®ted4mBniWngDepadmmtinbdeDecemba2011thepwm . tbatlmetwhh(RobinAMmen ZmingWmcememO icm)Wic"thut8iaswesm �. -• , reomdofMcKilroy'sletteroryomwnfrnatimoeotherreapmuetoitmtheflefxtbe r - Propmty.She iodmated out mwhaeo tEandiomtwvldnouratlybeinwAtingandinftMe, She alvo mld the that Ate deleatimtimto a8owthe cattioaatioa odtim eisfiag ooitege as secesamy dweOing Aructme if anew dwdlirgwas constmcted m the Property had lobe r _ confirtuadbyftBuildmgco>ffiisdancrendweamtsmnethingthatshearatdmnfiaa.Of womglualm mttddwo)the'newlyoonmmcleddwdhmvflibavetoeomplywattla rixi ing . .- nmmBbybewin tears ofsePoadamdotlterd®cn=naltoquve mUsand(11)the`Y'-='mearce - . M'the m ofthe easNg cotttp w as aem+sory dwe0ing dnubm"ddbe candiliomd on m - . cxecofiog ead woaudmg anAgreeeteat for Aoceasmy Use ofResidenhul Bmld'uW Aswoiated . wild Residence in 11o,hm atttobedto this letter(Mr.Kiloy provided me with a copy ofetch attachmem);otbawiec.the cmainmtioo of rosins of Poe e+ciatiog eaWgeaa an atreasory . dwelin structote would be ofd&, - � L7aMfmmll � • _ r Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License:CS4M)MBI ,65ti rTT& O� JOHN J DB�i A 271 PLUM W BARAiS'P � 7 y DSO Expiration commissioner O4/14=14 i Unrestricted-.Buildings of any use group which contain less than 35,000 cubic feet(991M )of enclosed space. Failure to possess a current edition of the Massachusetts state Building Code is cause for revocation of this license. For DPS licensing information visit: www.Mass.Gov/DPS i Office of Consumer Affairs&Buffiiness Regulation S HOME IMPROVEMENT CONTRACTOR Registration: w125529 Type.* Expiration 145'i2014 Individual JO *J.DELANEY, JOHN DELANEY \- � i l 271 PLUM ST W:BARNSTABLE, Undersecretary -- I. f I ../ ,. ,: I: r, 1 �_ ., � � . ' ;z,�. y��%� �.. '` E.•: l�;`� 'dr p�c n� � � � N ��{ � � G ' '\.\• cR ��. .� D o Y a� ',5 p, ✓�ate. eo ' � � o '„ 0' ins: CN � y a. ��.,. _ � 7 �O R fl' ,�p G �> ` ' � fD � � A \.. � o c �, - �. i � �� t y� .� o �,. '. 1: a ,` `,. � ' \`\ �., a � �,.. Affidavit of Substantial Financial Interest I, ))&/ .of 01251 on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map ,Parcel The address of the property is '�� �4. . ,1S 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above.. 3. Within in the last twelvemonths from today's date, which is W14 Zc9/,'4.the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is 4 4/7, 2J6iave had a 1% or greater legal or equitable interest in the following properties which have been , the subject of a building permit application- Map/Parcel. Address 5. Within this calendar year, I have submitted building permit applications.for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days; I have submitted 0 . building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which l have a 1% legal orequitable interest. d 8. .Within this month, I have.received .. building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of ,1��C ,� J v, — 2001=0050/aff n 1 0/LOTTERY/AFFIDAVIT y r KIIRoy & WARREN, P.C. ATTORNEYS AT LAW THE ISAAC P.FARMELD HOUSE 67 SCHOOL S MEE"T BERNARD T.XMROY P.O.BOX 960 HYANNIS,MAS.SACHUSEM 02601-0960 TEMHONE (508)771.6900 TELEFAX (508) 775-7526 Y June 8, 2007 Thomas Perry, Building Commissioner Town of Barnstable Yarmouth Road, Hyannis, MA. RE: Property at 167 Marstons Avenue,, Hyannispoxrt Barnstable Assessor's Map 288, •Parcel 120 Dear Mr. Perry: This office represents the current owner of the above.property who intends to construct a single family residence thereon. The property has_ beeen in its present configuration since 1966 when a small lot was carved out of the property. The lot contains approximately 36,375 square feet of land and is presently improved with a one, story wood frame dwelling and single car garage. Enclosed is a plot showing the lot and the location of the existing improvements: The intent of my client is to leave the one story dwelling- and garage in place as accessory structures to the new main dwelling. Save for its area, the lot meets all other zoning requirements. The Board of Health had previously approved the construction of two on site systems, fone to service the existing dwelling and a second to service a new-dwelling, copy of the approval is attached. In the process of assisting the current- owner in purchasing the`'' property, I had a conversation with you this past January; concerning the ability to construct the new dwelling, leaving the, existing dwelling in place. You indicated to me that it is the Town's practice, as long as it is made clear in the building permit application that the existing dwelling would be converted into an accessory structure to the new dwelling,, the permit for the new dwelling could.be"issued as of right. The purpose of this letter is to confirm Imy understanding from our conversation that, under the present zoning bylaw of the Town, my client may construct the said new residence thereon as 'of right; leaving the existing dwelling as accessory to the new dwelling. Ve y yours, d T. .Rilroy enc e Town of Barnstable Board of Health P.O.Box 534,Hyannis MA 02601 . OSi=503:904644 Sasmm a Rask,RS FAX: 509-790.004 sumacKau�aau,MSPH V zxl. December 30,2003 Mr.Stephen Wilson,PE. Baxter,Nye,and Holmgien,Inc 812 Main Street Osberville,MA Dear Mr.Wilson, You are granted pern fission,on behalf of your client,J.Brian O'Neill,to construct two onsite sewage disposal systems designed to be connected to two dwellings totaling seven: bedrooms proposed to be constructed at 167 Marston Avenue,Hyamiisport, Massachusetts. The septic systems shall be constructed m accordance with the submitted plans dated December 5,2003. Sincere ours, Wayne Moer,M.D. Chairman BOARD OF HEALTH 1Q f - �i TOWN OF BARNSTABLE � v Q1MAY.'IAIpVP/Iv LVA7seW=U . Town o f Barnstable " Board of Health \ `D� 200 Main Street Ii annis MA 0260I ` . y , w ..;i,... •^:::,••u.+I , - Su:tn G.Falk.R.S' "7i `Ski 4 i14 -. St11tU12r Kaufm�ll,MSPN - WAY"Mutt.M.D. . BOARD OF IJE aLTR NIIINUTES Tuesday December 16,2003,7:00 PM Totiyn I fall Hearing ROOM 367 Main Street,Hyannis,NU III..' o: Waync hlillcr,NI.D.,Susan G. Risk,R.S.,SumncrKaufman,MSPH Also Present:Thom.-.e hlcKeath,'R.S.,CHO and Health Inspector David Stanton Dr.hiller opened the meeting at 7:01 PINT. , I. UearinQs• A. Bivnda Ti,Diamond Fdge Fars:—2051 Main Street,West Barnstable: 1.Conti n is cc of p: sq_and Desist 146ying Dr.Miller asked if anyone was present to represent 13renda Tri,no one responded.Dr. Miller explained the applicant has asked.for continuances and the applicant is not ` {}resent.All Board members agreed to move forward with the hearing. Nimion by Ms.Rask that the Board deny the request to continue this hearing.Seconded h}Mi.Kaufrnan. So Voted. t Motion by Ms. Raslc to deny the request io lift the Ccase and Desist Order.Seconded by Mr.Kaufman.So Voted. ` 2.Show-cause-Hearin 3 .N-IcKcaa distributed copies of the stable license 1 issued on July 1,2003 granted in \ cunforinance with statutes and local.Board of Health Regulation Dart X expiring Juno 30, '113N0 3J13IS t:9v0G93905t ©S=St" • J 1)cIc1,Marguerite explained the Board of Health requested the four tanks be removed. I'lic rcgulation is of no use to fiber lass ranks that don't rust. NIr.hlcKcan explained he spoke with Don Chase who had no special requirements and r-cvommended appro�'al and also suggested the regulations be revised. .R3sk asked about the piping, tlr. itilara erne stated the piping was upgraded last year. N-1,wt ion by Rls.Rnsk to approve:Seconded by IN-Ir. Kaufman who asked the applicant ,ubmir zest results to the Beard of Health yearly. 4 'VI I.INI ultiple Redxooms•-Vo Variances-Needed: A. Stcpben Wil;wn representing j_Brian O'Neill- 167 Marston Avenue,Hy=isport, four bedrooms proposed in new house,three bedrooms in"bunk house,"seven bedrooms uit il; 11 tits-,lien Wil wn.P.F.representing Martin Lempres--214 Main Street,Osterville, ,CvC6 bedroom dwelling proposed,2.57 acre property. Mr. ,McKean explained the staff has no objections to both Aand B. Motion by Mr.Kactfinan to approve A and a.Seconded by Ms.Rask- `I11,Innovative/Alternate System Pronosal—1onitoring Plan Review: .leJvi()Tea,Sulli van EneineeTing remesenting Peter Marney—15 Oldham Road, rhirrville,proposed two-bedroom dwelling, 17,998 square foot property. Mr.O'Dea explained the plan will be done quarterly. NIT. McKean explained the Board of Health regulations require the monitoring plan to be revic;ved by the Board. d R.tiek asked if only 2 sets of samples would be tested total. Mr.O'Dea was not positivc. Dr.Miller explained thcy would test 2 samples quarterly. Nis-Risk asked to see the nitrate testing and the total nitrogen,a two-bedroom deed rt%,irirtion and a revised monitoring plan.Recirculating sand filters have general approval. Motion by Mk s. Rask to approve wid) a two-bedroom deed restriction,a revised monitming plan and an operation and maintcnanoe plan submitted.Seconded by 1vlr. l:.ntfinan.So Toted. Page')of t i ^' t -II3N0 3AMS E9D0Z98905 EiS=St L00L/C18/10 '�:�v t't�:�n. .� <':•� ,tom";:';:::• `',JCS':%,:fJr.,%•: IACC •. .'Y`.::; aal - :J't` 7°ISG»:e',:. t. "� - '•- ':fK OIL ���.•��� '!',• ';LA4� r;S.. ,:t:i1900i1OCf. ,;i•. 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Nil4bt•if pS7Df11C OR7@Jt °'��•.•:`tip^i.::: � t�t0 .Ati'•91fID116''A1�169iC3TSWr/AeWAEtAC SOi�o '•Em■1061i1O'A9Ul� _ ANVAMM aC 18C7trC tQO MA 1fSDMCt V$►Hr 'r':"� `' arnrmvwrnao■�sr+irooiaaewoic s .'c:•••••' i;` tACiP6S>D Wsm eamono er INN OF MOM oft rlmaeroQsm siarE _ Hyanalk Part,Eassmdeasetts s � a WE Lag rc WN Tense PLY OF Baca �MOM XWE am ;,; n+oer nxfama! ssAm sr6E sGLE At aEEr sGCE�•.,xd aae Ivry" .. ..•. ne�eMfe�t .Ti�dL7llNG DSIAFL•H[7XR�DSE � :�AYC�F�xrnPRReDSe m Immlii, �• ':4:.:..... b SOUL J/�p 11f 7GE DS y,ryf_= Town of Barnstable o Regulatory Services I mas F.Geger,Director a:asa � BuMno,Dlviszaa Peter F.WNIstteo. Buuld'trtg Comraissiouler 200 Main Str•,et, Hyaauis,ND,,02601 OfMce: SOS-S62-4038 Fax: 50S-`iO.62$0 aGREENTENT FOR ACCESSORY USE OF RESTDENTUL BUM -, GS ASSOCTAI'F1) WIM RESLDENCE I(Wc�rhr undersigned.being the ovimer(s)of property situ,ted ar in MA,holding title under a deed recorded with ibc Bamstablc Cornet;' Registry of Deeds or Bitable County District Registry of the Laud Court is Beet - .Page , ;r as Document No. ,being shown on Assessors' biap is Parcel ,hfteL'}• agree,terrify,u'arraut and represent to fhe Totten of Batnstsble that the accessory buildiae to the residence lv'.:iied on the aria parcel as abovadescn'bed,which contains living cpm—r-- s,is not intended for and.s>:.•uli not be=d as a pea=aent;separate apar==for year-round or.rummer occupancy,for tent in ray fashion. The intended and=horized use is for the occasional guests associated with the residca'i21 use on the s4 x premises. This separate unit shall not be used for a"Family Ap&=Dze(as defined in 7_oaiug Ordinances)uric;: would require application and,approval of a special permit and compliance Leith the Family Apartment i;ult.'s and Regulations. This separate twit shall not be rcutcd as as apartm=or as a sin_ie room,or iu'Uty ;:tsbion,:L 1::L 1L rental would be a s'iolation of the Town ofBarnstsble's rules,re_plations,and zoa4*ordinaucM Ibis Agreement shall be duly recorded or filed at the Barnstable Cotutty Registry of Deeds.'Lztid ' Court for the purpose of alerting future owners of the property of this bindiug Agreement coucernEng the use Of the property as herein stated,which shill run with the land and binding,future owners. The consideration for this Agreement is the issuance of a building pcuuat aud'or certifCOEc of oar uF::ucy by the-Town of Barnstable BttMA&Depattn= WITNESS our hands and seals this, d.y of 200 TOWN.- OF SAPUNSTA.BLE 0 WTTR(S) ' 1' Buildige Cotrtrnusstoner T;IE COA4ML-'R'tr�EA H 0r%�'1 SACFr IZE I-B A.R /ST�I r`Ol�l�,JJ Date Then personally appeared the aboN t-named (owner), made oath as to the truth of the foregoi%%r instttanent,before Notary KDliC My C0=niss.ioa E=+ires: E . 25 10=35U + DEED' QUINN CAPE LLC, a Massachusetts limited liability,"company with an address of 167 Marston Avenue, Hyannis Port, MA 02647 For consideration paid in the full amount of Nine Hundred Eighty-seven _Thousand and no/100 Dollars ($987,000.00), Grants to JULIE P. BARKER-of 8Y Wildwood Drive, Needham, MA 02492 With QUITCLAIM COVENANTS The land together with the buildings and other 'improvements located thereon situated at 167 Marston Avenue, Barnstable'(Hyannisport), Barnstable County, Massachusetts 02647, bounded and described as follows: 4 EASTERLY by Marston Avenue fifty and 49%100 feet; NORTHERLY by lands now or formerly of Bannister, O'Neill and Taylor three hundred thirty-five and 53/100 feet; WESTERLY by lands now or formerly of Taylor and.Sample one hundred forty and 27/100 feet;. SOUTHERLY by land now or formerly of Tuttle two hundred eight and 89/100 feet; SOUTHEASTERLY by land now or formerly of O'Keefe, being LOT 1 on the plan filed in Plan Book 203, Page 43, ninety-four and 41/100 feet; and, SOUTHERLY by land now or formerly'of O'Keefe (LOT 1) one - hundred seven and 35/100 feet. _For title see deed to the Grantor dated January 3, 2011 and recorded with the Barnstable County Registry of Deeds in Book 25159, Page 106. The undersigned hereby certifies that the grantor does not file a corporate income tax return. Bk 25999 Pg 174 #2158 Executed as a sealed instrument this day of December, 2011. QUINN CAPE LLC BY: T GLE L Y , OALager STATE OF CONNECTICUT County of Fairfield On this g day of December, 2011, before me, the undersigned notary public, personally appeared TANGLEY C. LLOYD, Manager as aforesaid, and proved to me through satisfactory evidence of identification, which was a [ ] [ ) passport, or [personally known to me, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. ALLY VERDI ROACH A14 Notary Public,Conn"IICW Notary Public MY Commission ExpiresjZd12— My commission expires: COX MASSACHUSETTS STATE EXCISeim" BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 01-13-2012 3 10:35am Ct14: 256 Doct: 215E Free: 0P375.54 Cons: $987,000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 01-13-2012 8 10:35am Ct) 256 Doc': 2158 FeOe: $2,664.90 Cons: $937r000.00 2 Bk 25999 Pg 175 #2158 a Jtat�.i�u6�° �ostoiv,' ./�as�etts� 02�33 r William Francis Galvin Secretary of the s Commonwealth. January 5,2012 • 'TO WHOM IT MAY CONCERN: .1 . Lhereby certify that a certificate of organization'of a Limited Liability Company was filed in this office by . QUINN CAPE LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on November 30,2010._ I further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports;that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that said Limited Liability Company is in good standing with this office. t I also certify that the names of all managers listed in the most recent filing are: TANGLEY C.LLOYD J further certify,the names of all persons authorized to execute'documents filed with this office and listed in the most recent filing are:TANGLEY C.LLOYD The names of all persons authorized to act with respect to real property listed in the most recent filing are: TANGLEY C.LLOYD , tx - In testimony of which, I have hereunto affixed the - Great Seal of the Commonwealth - on the date first above written. Secretary of the Commonwealth ProcessedBy:jbmr- '- I( N dAMN#`"r AE R�GtSTRY OF D b� NITABLE REGISTRY OF DEDS fk-T-RJE-OPY,ATTEST ._ JOF4� N F.MLAD REt3 A. Cowen AssiodiateS MEMBERS E_ AS.C.E. Fellow S.P.P:E. B.A.S.E.(President 1996-7) CONSULTING STRUCTURAL ENGINEERS A.C.I. N.C.S.E.A.(MA Delegate 1993-2007) 29 Vesta Road I.C.R.I. Natick, MA 01760 LICENCES/REGISTRATIONS IN: Massachusetts(Structural) Telephone (508) 655 - 3976 New York Illinois—SE Facsimile (508) 655 -4284 District of Columbia Maryland fred@cowenassoc.com Missouri Vermont www.cowenassoc.com r New Hampshire Rhode Island c' New Jersey e Virginia, Mr. Jon Cowen, P.E. Florida Kentucky(inactive) Mr. Fred V. Cowen, P.E. Pennsylvania, Ohio Oklahoma Connecticut July 26, 2012 S.E.C.Board Certified Chris O'Connell �a.BBgoIV�rA6 RELIAfTtLtTY PROGRAM D.M.Collins, Architects 21 Eliot Street Natick, MA 01760 780 CMR Massachusetts Residential Code 8tt' Edition Wind Provisions . 12.073 — Barker Residence, 167 Marston Ave, Hyannisport, MA Dear Chris: ` Upon your request, we have reviewed the above captioned property in regard to the wind provisions of the 8th. Edition Massachusetts-Residential Building Code. In accordance with Table R301.2(4), the basic wind speed for this building is 110 mph., Exposure C. In accordance with chapter R301.2.1.1;.buildings in regions,with wind ;speeds above 100mph must be designed.in accordance with one of the Fisted design methods. In accordance with the above code provision, we have analyzed the building in accordance with the American Forest and Paper Association (AF&PA) Woof Frame Construction Manual for One and Two-Family Dwellings (WFCM). It is the opinion of this office that the above caption project meets or exceeds the wind provisions of the WFCM and 780 CMR 8th 'tion. Very truly yours, Mr. Jon Cowen P.E. sti ram.?aet7 Cowen Associates . : L�,'` Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates C Engineer: ; 29 Vesta Rd Project Desc.. Natick,MA 01760 Printed:?0 MAR 2012.1:35PM Wood Bealln ENERCRLC,iNC.1983-2011;Buildi6.12:3.12;Ver.6.12.3:12 ® W ' t.tt i: - Description: Ridge beam over connector Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 - 2600 i E:Modulus of Elasticity Analysis Method: Allowable Stress Design Fb Tension psi Load Combination 2009 IBC&ASCE 7-05 Fb-Compr 2600 psi Ebend-xx 1900ksi Fc-Prll 2510 psi Eminbend-xx 965.71 ksi Wood Species : iLevel Truss Joist Fc-Perp 750 psi Wood Grade :Microl-am LVL 1.9 E Fv 285 psi Ft 1555 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D 0.1875 L 0.375 ' a 2-1.75x14 Span= 15.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0150, L=0.030 ksf, Tributary Width=12.50 ft,(snow) DESIGN SUMMARY, r e Maximum Bending Stress Ratio = 0.651: 1 Maximum Shear Stress Ratio = 0.393 : 1 Section used for this span 2-1.75x14 Section used for this span 2-1.75x14 fb:Actual 1,692.79 psi fv:Actual 111:91 psi FB:Allowable = 2,600.00psi Fv:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 7.500ft Location of maximum on span = 13.875 ft Span#where maximum occurs Span#1 Span#where maximum occ Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.283 in Ratio= 635 ti Max Upward L+Lr+S Deflection 0,000 in Ratio= 0<360 FREDERICK Max Downward Total Deflection 0.433 in Ratio= 415 ' v' Max Upward Total Deflection 0.000 in Ratio= 0<240 STRUCTURAL No.26617 Maximum Forces&Stresses for Load Combinations (oft AL Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M' V C d C FN C r C m C t C L M fb Fb V iv Fv +D 0.00 0.00 0.00 0.00 Length=15.0 ft 1 0.225 0.136 1.000 1.000 1.000 1,000 1.000. 1.000 5.58 585.83 2600.00 1.27 38.73 285.00 +D+L+H 1.000 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Length=15.0 ft 1 0.651 0.393 1.000 1.000 1,000 1.000 1.000 1.000 16.13- 1,692.79 2600.00 3.66 111.91 285.00 +D+0.750Lr+0.750L+H 1.000 1.000 1.000 1:000 1.000 0.00 0.00 0.00 . 0.00 Length=15.0 ft 1 0.545 0.328 1.000 1.000 1.000 1.000 1.000 1.000 13.49 1,416.05 2600.00 3.06 93.62 285.00 +D+0.750L+0.75OS+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=15.0 ft 1 0.545 0.328 1.000 1.000 1.000 1.000 1.000 1.000 13.49 1,416.05 2600.00 3.06 93.62 285.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=15.0 ft 1 0.545 0.328 1.000 1.000 1.000 1.000 1.000 1.000 '13.49 1,416.05 2600.00 3.06 93.62 285.00 +D+d.750L+0.750S+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=15.0 ft 1 0.545 0.328 1.000 1.000 1,000 1.000 1.000 1.000 13.49 1,416.05 2600.00 3.06 93.62 285.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Length=15.0 ft 1 0.545 0,328 1.000 1.000 1.000 1,000 1.000 1.000 13.49 1,416.05 2600.00 3.06 93.62 285.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: ; Natick,MA 01760 Printed:24 MAR 20 12, 1:350;4 Wood Beam: ENERCALC;INC;1983 201,11 Build.6.12.3.12,Ver:6.12.312 t.te �• ® ' Description: Ridge beam over connector Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r Cm C t C L M fb Fb V fv Fv Length=15.0 ft 1 0.545 0.328 1.000 1.000 1,000 1,000 1.000 1.000 13.49 1,416.05 2600.00 3.06 93.62 285.00 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max.W Defl Location in Span D+L 1 0.4330 7.575 0.0000 0.000 Vertical Reactions-.Unfactored. - Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.301 4.301 D Only 1.488 1.488 L Only 2.813 2.813 D+L 4.301 4.301 FREDERICK V EOW V! 5?vCrURAL es F k�.26617 r Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Printed:20 MAR 20Q,2:25P%4 Wood Bealrn ENERCALC,INC.1983011,Butld;6.12:3.12,Ver.6:12.3:12 Description: beam at cantilever backspan Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2600 psi E:Modulus of Elasticity Load Combination 2009 IBC&ASCE 7-05 Fb-Compr 2600 psi Ebend-xx 1900ksi Fc-Prll 2510 psi Eminbend-xx 965.71 ksi Wood Species ;iLevel Truss Joist Fc-Perp 750 psi Wood Grade :MicroLam LVL 1.9 E Fv . 285 psi Ft 1555 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D 0.0675 L 0.135 r ti l ;yX f x t ri 1 } 4 2-1.75xl 1.87 Span= 13.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0150, L=0,030 ksf, Tributary Width=4.50 ft,(floor) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.251: 1 Maximum Shear Stress Ratio = 0.148 : 1 Section used for this span 2-1.75x11.87 Section used for this span 2-1.75x11.87 fb:Actual 652.70 psi fv:Actual = 42.23 psi FB:Allowable 2,600.00 psi Fv:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 6,500ft Location of maximum on span = 12.025 ft Span#where maximum occurs = Span#1 Span#where maximum occurs Span#1 Maximum Deflections ; Max Downward L+Lr+S Deflection 0.094 in Ratio= 1655 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 cetCx `•' Max Downward Total Deflection 0.148 in Ratio= 1055 Max Upward Total Deflection 0.000 in Ratio= 0<240 wa+ RUCTURAI to ` N�.26617 Maximum:Forces&Stresses for Load Combinatioris �fff Load Combination Max Stress Ratios Moment Values x y>' Shear Values Segment Length Span# M V C d C FN C r C m C t C L M fb Fb V fv Fv +.D 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.091 0.054 1.000 1.000 1.000 1.000 1.000 1.000 1.62 236.67 2600.00 0.42 15.31 285.00 +D+L4-H 1.000 1.000 1,000 1.000 1.000 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0,251 0.148 1.000 1,000 1,000 1.000 1.000 1.000 4.47 652.70 2600.00 1.17 42.23 285.00 +M.750Lr+0,75OL+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.211 '0.125 1.000 1,000 1.000 1.000 1.000 1.000 3.76 548.69 2600.00 0.98 35.50 285.00 +D+0.750L+0.75OS+H 1.000 1,000 1.000 1.000 1.000 1 0.00 0.00 0.00 0.00 Length=13.0 ft 1' 0.211 0.125 1.000 1.000 1.000 1.000 1.000 1.000 3.76 548.69 2600.00 0.98 35.50 285.00 +M.750Lr+0.75OL+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00. Length=13.0 ft ' 1 0.211 0.125 1.000 1.000 1.000 1,000 1.000 1.000 3.76 548.69 2600.00 0.98 35.50 285.00 +D+0.7501_+4.750S+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.211 0,125 . 1.000 1.000 1.000 1.000 1.000 1.000 3.76 548.69 2600.00 0.98 35.50 285.00 ,+M.750Lr+0.75OL+0.5250E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.211 0.125 1,000 1.000 1.000 1.000 1.000 1.000 3.76 548.69 2600.00 0.98 35.50 285.00 +D+0.750L+4.750S+0.5250E+4l 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 F,rifitd:20 MAR 2012,2:25PhA WOOCI.B@8(17 ENERCALC,INC.1983-2011,,Buildi6.12.3.12,Verfi:12.3:.J2 Description: beam at cantilever backspan Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r Cm C t C L M fb - Fb V fV Fv Length=13.0 ft 1 0.211 0.125 1.000 1.000 1.000 1.000 1.000 1.000 3.76 548.69 2600.00 0.98 35.50. 285.00 Overall Maximum Deflections.=Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span- . D+L 1 0.1478 6.565 0.0000 0.000 Vertical Reactions•Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1,377 1.377 D Only 0.499 0.499 ' L Only 0.878 0.878 D+L 1.377 1.377 OW@F! �9, , y STRUCTURAL "d ,� Ne.26617 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Printed:20 MAR 2012,1:53PM Wood Beam ENERCALC,INC.19n20li;Build:6.12.3.12,Ver6.12.3.12. r.rr r: o p Description: header at bedroom 1 gable end Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2600 psi E:Modulus of Elasticity Load Combination 2009.IBC&ASCE 7-05 Fb-Compr 2600 psi Ebend-xx 1900ksi Fc-Pdl 2510 psi Eminbend-xx 965.71 ksi Wood Species : iLevel Truss Joist Fc-Perp 750 psi Wood Grade ; MicroLam LVL 1.9 E Fv 285 psi Ft 1555 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(1.512) L(2.535) 3-1.75x7.25 Span=6.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Point Load: D=1.512, L=2,535 k a)3.250 ft,((dge) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.6601 Maximum Shear Stress Ratio = 0.280 : 1 Section used for this span 3-1.75x7.25 Section used for this span 3-1.75x7.25 fb:Actual 1,715.87psi fv:Actual = 79.74 psi FB:Allowable 2,600.00psi Fv:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 3.250ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs Span#1 Maximum Deflection FY aF -'ter Max Downward L+Lr+S Deflection 0:080 in Ratio= 978 ' Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 �• Ratio= 612 fREDERICK `'. `,. Max Downward Total Deflection 0.127 in ,r' v. Max Upward Total Deflection 0.000 in Ratio= 0<180 COWS+ '; SntuCTURAL 40 N..26617 ew Maximum'Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values `Shear Values Segment Length Span# M V C d C FN C r Cm C t C L M fb Fb V N Fv +D 0.00 0.00 0.00 0.00 Length=6.50 It 1 0.247 0.105 1.000 1.000 1.000 1.000 1.000 1.000 2.46 641.07 2600.00 0.76 29.79 285.00 +D+L+H 1.000 1.000 1.000 1,000 1.000 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.660 0.280 1.000 1.000 1,000 1.000 1.000 1,000 6.58. 1,715.87 2600.00 2.02 79.74 285.00 +D+0.750Lr+0.750L+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.557 0.236 1.000 1.000 1,000 1.000 1.000 1.000 5.55 1,447.17 2600.00 1.71 67.26 285.00 +D+0.750L+0.750S+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=6.50 It 1 0.557 0.236 1.000 1.000 1.000 1.000 1.000 1.000 5.55 1,447.17 2600.00 1.71 67.26 285.00 40+0.750Lr+0.750L+0.750W+H 1.000 1.000 1.000. 1.000 1.000 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0,557 0.236 1.000 1.000 1.000 1.000 1.000 1.000 5.55 1,447.17 2600.00 1.71 67.26 285.00 +D+0.750L+0.750S+0.750W+H 1.000 1,000 1,000 1.000 1.000 0.00 0.00 0.00 0.00 Length=6.50 It 1 0.557 0.236 1,000 1.000 1.000 1.000 1.000 1.000 5.55 1,447.17 2600.00 1.71 67.26 285.00 +D40.750Lr+0.750L+0.5250E+H 1.000 1.000 1.000. 1.000 1.000 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.557 0.236 1.000 1.000 1.000 1.000 1.000 1.000 5.55 1,447.17 2600.00 1.71 67.26 285.00 +D+0.750L+0.750S+0.5250E+H 1.000 1,000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.557 0.236 1,000 1.000 1.000 1.000 1.000 1.000 5.55 1,447.17 2600.00 1.71 67.26 285.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: . " Natick,MA 01760 Mraed 20-MAR 2112, 1:53PM WOOd Beam. ENERCALC INC.1983-2011,BmId:6.12.3.12,Ver:E.12.3.12 W Description: header at bedroom 1 gable end Overall Maximum,Deflections.Unfactored.Loads Load Combination Span Max."-"Defl Location in Span Load Combination Mai."+"Deft Location in Span D+L 1 0.1273 3.250 0.0000 0.000 Vertical Reactions Unfactored> Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.024 2,024 D Only 0.756 0.756 L Only 1,268 1.268 D+L 2.024 2.024 r V• Y. COWEN J -I4.UCTURAL T,y No 26617 •t i(i AL i Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 ll ted:20 MJ;A.R 2fY 2, 1:55R%4 Wood Beam ENERCALC,INC.1983-2011,Build:6.12.3.12,.Ver:6.12.3.12 - Description: header at bedroom 2 gable Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 875 psi E:Modulus of Elasticity Load Combination 2009 IBC&ASCE 7-05 Fb-Compr 875 psi Ebend-xx 1400ksi Fc-Pill 1150 psi Eminbend-xx 510 ksi Wood Species ; Spruce-Pine-Fir Fc-Perp 425 psi Wood Grade : No. 1/No. 2 Fv 135 psi Ft 450 psi Density 27.06pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(1.512) L(2.535) v 3-2x8 Span=3.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Point Load: D=1.512, L=2.535 k(a 1.750 ft,(ridge) DESIGN SUMMARY . o Maximum Bending Stress Ratio = 0.8521 Maximum Shear Stress Ratio = 0.804 : 1 Section used for this span 3-2x8 Section used for this span 3-2x8 fb:Actual = 894.67psi fv:Actual = 108.54 psi FB:Allowable = 1,050.00psi Fv:Allowable 135.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 1,755ft Location of maximum on span = 1.755ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.012 in Ratio= 3011 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 MEDERICK Max Downward Total Deflection 0.019 in Ratio= 1886 Y. Max Upward Total Deflection 0.000 in Ratio= 0<180 co4ON ` STRUCI AI. 49 6617 Maximum Forces.&Stresses;for Load Combinations Load Combination Max Stress Ratios Moment Values _! Shear Values Segment Length Span# M V C d C FN C r Cm C t C L M fb Fb V fv Fv +D 0.00 0.00 0.00 0.00 Length=3.0 ft 1 0.318 0.300 1.000 1.200 1.000 1,000 1.000 1.000 1.10 334.26 1050.00 0.88 40.55 135.00 +0+L+H 1.200 1,000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=3.0 ft 1 0.852 0.804 1.000 1.200 1.000 1.000 1.000 1.000 2.94 894.67 1050.00 2.36 108.54 135.00 +D+0.750Lr+0.750L+H 1.200 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=3.0 ft 1 . 0.719 0.678 1.000 1.200 1,000 1.000 1.000 1.000 2.48 754.57 1050.00 1.99 91.54 135.00 +D+0.750L+0.750S+H 1.200 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=3.0 ft 1 0.719 0.678 1.000 1.200 1.000 1,000 1.000 1.000 2.48 754.57 1050.00 1.99 91.54 135.00 +040.750Lr+0.750L+0.750W+H 1.200 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Length=3.0 ft 1 0.719 0.678 1.000 1.200 1.000 1,000 1,000 1.000 2.48 754.57 1050.00 1.99 91.54 135.00 +0+0.750L+0.750S+0.750W+H 1.200 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=3.0 ft 1 0.719 0.678 1.000 1.200 1.000 1.000 1.000 1.000 2.48 754.57 1050.00 1.99 91.54 135.00 +0.+0.750Lr+0.750L+0.5250E+H 1.200 . 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=3.0 ft 1 0.719 0.678 1.000 1,200 1,000 1.000 1.000 1.000 .2.48 754.57 1050.00 1.99 91.54 135.00 +0+0.750L-0.750S+0.5250E+H 1.200 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 . Length=3.0 ft 1 0.719 0.678 1.000 1.200 1.000 1.000 1.000 1.000 2.48 754.57 1050.00 1.99 91.54 135.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Printed:2 R 2�12,1:55PA4 t)!: Wood Beam . .- EN ERCALC,INC:t983-2011,Bwltl.6.12:3.12 Ver.6.12:3.12 Description: header at bedroom 2 gable Overall:Maximunn Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span , D+L 1 0.0191 1.575 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.686 2.361 D Only 0.630 0.882 L Only 1.056 1.479 D+L 1.686 2.361 FREDERKK V � Cowell ST"RUC?URAL 9* Ma.26617 f Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc,: Natick,MA 01760 Printed:20 MAR 2a12, 1:57Pr4 WOOL' Beam ENERCALC,INC.1983-2011,;Build:612.3.12,Ver:6.123.12 Description: header at bedroom 1 window Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 875 psi E:Modulus of Elasticity Load Combination 2009 IBC&ASCE 7-05 Fb-Compr 875 psi Ebend-xx 1400ksi Fc-Prll 1150 psi Eminbend-xx 510 ksi Wood Species ; Spruce-Pine-Fir Fc-Perp 425 psi Wood Grade ;No. 1/No.2 Fv 135psi Ft 450 psi Density 27.06 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.0525)L(0.105) 3-2x8 Span=7.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=.0.0150, L=0.030 ksf, Tributary Width=3.50 ft,(snow) DESIGN SUMMARY r e Maximum Bending Stress Ratio = 0.3341 Maximum Shear Stress Ratio = 0.176 : 1 Section used for this span 3_2x8 Section used for this span 3-2x8 fb:Actual = 350.22psi fv:Actual = 23.70 psi FB:Allowable = 1,050.00psi Fv:Allowable = 135.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 3,750ft Location of maximum on span = 6.900 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = pan#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.038 in Ratio= 2389 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 ERICK Max Downward Total Deflection 0.059 in Ratio= 1533 " V. Max Upward Total Deflection 0.000 in Ratio= 0<180 Cow�ra STRUCTURAL is 0.26617 4,6 Maximum Forces'&Stresses for toad Combinations Load Combination Max Stress Ratios Moment Values S ar Values Segment Length Span# M V C d C FN C r Cm C t C L M fb Fb V fv Fv +D 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.120 0.063 1,000 1.200 1.000 1,000 1.000 1.000 0.41 125.49 1050.00 0.18 8.49 135.00 +D+L+H 1.200 1.000 1.000 1,000 1.000 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.334 0.176 1.000 1.200 1.000 . 1.000 1.000 1,000 1.15 350.22 1050.00 0.52 23.70 135.00 +D+0.750Lr+0.750L+H 1.200 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.280 0.147 1.000 1.200 1.000 1.000 1.000 1.000 0.97' 294.04 1050.00 0.43 19.90 135.00 +D+0.750L+0.750S+H 1.200 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.280 0.147 1,000 1.200 1.000 1.000 1,000 1.000 0.97 294.04 1050.00 0.43 19.90 135.00 +D+0.750Lr+0.750L+0.750W+H 1.200 1.000 1.000 1.000 1,000 1 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.280 0.147 1.000 , 1.200 1.000 1.000 1.000 1.000 0.97 294.04 1050.00 0.43 19.90 135.00 +D+0.750L+0.750S+0.750W+H 1.200 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.280 0.147 1.000 1.200 1.000 1.000 1,000 1.000 0.91 294.04 1050.00 0.43 19.90 135.00 +D+0.750Lr+0.750L+0.5250E+H 1.200 1.000 1.000 1.000 1.000 - 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.280 0.147 1.000 1.200 1.000 1.000 1.000 1.000 0.97 294.04 1050.00 0.43 19.90 135.00 +D+0.750L+0.75OSi0.5250E+H 1,200 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: . Natick,MA 01760 Primed:2C MAR 20 2,1:57P%4 Wood'Beam - ENERCALC;INC:1983-2011,B00.12.312,Ver:6.12.3.12 ' E•iE /. Description: header at bedroom 1 window Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# ' M V C d C FN C r Cm C t C L• M fb Fb V -fv Fv Length=7.50 ft 1 0.280 0.147 1.000 1.200 1.000 1,000 1.000 1.000 0.97 294.04 1050.00 0.43 19.90 135.00 Overall Maximum Deflections' Unfactored Loads. Load Combination Span Max."2 Defl Location in Span Load Combination Max."+"Defl Location in Span D+L 1 0.0587 3.788 0.0000 0.000 Vertical Reactions=Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.614 0.614 D Only 0.220 0.220 L Only 0.394 0.394 D+L 0.614 0.614 S DgICK aa ' V. ni GO`r1EN >TLUCTURAI W ' Wep 26517 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc,: Natick,MA 01760 Printed:20 VAR 2012,2:01PM ��O�O=dBeam[ ENERCALC,INC.1963-2011,Build:6.12.3:12,.Ver:6:12.3.12 Description: header at 2nd floor hall Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2600 psi E:Modulus of Elasticity Load Combination 2009 IBC&ASCE 7-05 Fb-Compr 2600 psi Ebend-xx 1900 ksi Fc-Prll 2510 psi Eminbend-xx 965.71 ksi Wood Species ; iLevel Truss Joist Fc-Perp 750 psi Wood Grade : MicroLam LVL 1.9 E Fv 285 psi Ft 1555 psi Density 32.21 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(1.488) L(2.813) D 0.0525 L 0.105 2-1.75x7.25 Span=5.50 ft ,Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0150, L=0.030 ksf, Tributary Width=3.50 ft,(snow) Point Load: D=1,488, L=2.813 k(a)1.750 ft,(ridge) DESIGN.SUMMARY.: °' • Maximum Bending Stress Ratio = 0.851: 1 Maximum Shear Stress Ratio = 0.682 :1 Section used for this span 2-1.75x7.25 Section used for this span 2-1.75x7.25 fb:Actual = 2,213.29psi fv:Actual = 194.31 psi FB:Allowable = 2,600.00psi Fv:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 1,760ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = k arr#,1 Maximum Deflection Max Downward L+Lr+S Deflection 0.077 in Ratio= 852 r GERlCK `.`�•. Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 V. Max Downward Total Deflection 0.119 in Ratio= 556 COWEN t! Max Upward Total Deflection 0.000 in Ratio= 0 <180 ST,RucruRAL 0.k4 Na 26617 qF Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN Cr Cm C t C L M fb Fb V fv Fv +D 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.295 0.237 1.000 1.000 1,000 1.000 1.000 1.000 1.96 767.94 2600.00 1.14 67.44 285.00 +D+L+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.851 0,682 1.000 1.000 1.000 1.000 1.000 1.000 5.66 2,213.29 2600.00 3.29 194.31 285.00 +D+0.750Lr+0.750L+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.712 0.570 1.000 1.000 1.000 1.000 1.000 1.000 4.73 1,851.96 2600.00 2.75 162.59 285.00 +D+0.750L+0.750S+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.712 0.570 1.000 1.000 1.000 1.000 1.000 1.000 4.73 1,851.96 2600.00 2.75 162.59 285.00 +M.750Lr+0.750L+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.712 0.570 1.000 1.000 1.000 1.000 1.000 1.000 4.73 1,851.96 2600.00 2.75 162.59 285.00 +D+0.750L+0.750S+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.712 0.570 1,000 1.000 1.000 1.000 1.000 1.000 4.73 1,851.96 2600.00 2.75 162.59 285.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.712 0.570 1.000 1.000 1.000 1.000 1.000 1.000 4.73 1,851.96 2600.00 2.75 162.59 285.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Printed:20 MAR 2012,2:01MA WOOd Beam _ ENERCALC,INC.1983 2011;BmId:6:12.3.12;Ver:6.12.3.12 Description: header at 2nd floor hall Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r Cm C t C L M fb Fb V fv Fv +D+0.750L+0.750S+0.5250E+H 1.000 1.000, 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.712 0.570 1.000 1.000 1.000. 1.000 1.000 1.000 4.73 1,851.96 2600.00 2.75 162.59 285.00 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max,"-"Defl Location in Span Load Combination Max.W+ Dell Location in Span D+L 1 0.1186 2.530, 0.0000, 0,000 Vertical Reactions,-Unfactored. Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 . Overall MAXimum 3.381 1.817 D Only 1.175 0.633 L Only 2.207 1.184 D+L 3.381 1.817 REDERICK V. COw2#! STRUCTURAL ;? Fda.26,W r . n � . Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Printed:20 MINI 2012, 1:33M VIIOOd Beam ENERCALC,INC.1983-2011,Build:6.12.3:12;Ver6.12.3.12 Description: Ridge over Bedrooms 1,2 Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2600 psi E:Modulus of Elasticity Load Combination 2009 IBC&ASCE 7-05 Fb-Compr 2600 psi Ebend-xx 1900ksi Fc-Prll 2510 psi Eminbend-xx 965.71 ksi Wood Species : Level Truss Joist Fc-Perp 750 psi Wood Grade ; MicroLam LVL 1.9 E Fv 285 psi Ft 1555 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.0975) L(0.195) Y Y } En 3-1.75x16 Span=26.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0150, L=0.030 ksf, Tributary Width=6.50 ft,(snow) DES115N SUMMARY Maximum Bending Stress Ratio = 0.5421 Maximum Shear Stress Ratio = 0.228 : 1 Section used for this span 3-1.75x16 Section used for this span 3-1.75x16 fb:Actual _ 1,409.14psi fv:Actual 65.04 psi FB:Allowable 2,600.00 psi Fv.:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 13.000ft Location of maximum on span = 24.700 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection i .. ' Max Downward L+Lr+S Deflection 0.594 in Ratio= 525 rc \k Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 M2EDEal:K Max Downward Total Deflection 0.948 in Ratio= 329 r cows+ Max Upward Total Deflection 0.000 in Ratio= 0<240 COWEN UCIURAL Ca Ale.26617 Maximum Forces&Stresses.for Load Combinations Load Combination Max Stress Ratios Moment Values ` Shear Values Segment Length Span# M V C d C FN Cr Cm C t C L M fb Fb V fv Fv +p 0.00 0.00 0.00 0.00 Length=26.0 ft 1 0.202 0.085 1.000 1.000 1.000 1.000 1.000 1.000 9.83 526.42 2600.00 1.36 24.30 285.00 +D+L+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=26.0 ft 1 0.542 0.228 1.000 1.000 1.000 1.000 1,000 1.000 26.30 1,409.14 2600.00 3.64 65.04 285.00 +D+0.750Lr+0.750L+H 1.000 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Length=26.0 ft 1 0.457 0.192 1.000 1.000 1.000 1.000 1.000 1.000 22.18 1,188.46 2600.00 3.07 54.85 285.00 +D+0.750L+0.750S+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=26.0 ft 1 0.457 0.192 1,000 1.000 1.000 1.000 1,000 1.000 22.18 1,188.46 2600.00 3.07 54.85 285.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=26.0 ft 1 0.457 0.192 1.000 1.000 1.000 1.000 1.000 1.000 22.18 1,188.46 2600.00 3.07 54.85 285.00 +D+0.750L+0.750S+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=26.0 ft 1 0.457 0.192 1.000 1.000 1.000 1.000 1.000 1.000 22.18 1,188.46 2600.00 3.07 54.85 285.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=26.0 ft 1 0.457 0.192 1.000 1.000 1.000 1.000 1.000 1.000 22.18 1,188.46 2600.00 3.07 54.85 285.00 +0+0.750L+0.750S+0.5250E+H 1.000 1.000 1,000 1.000 1.000 0.00 0.00 0.00 0.00 Jon Cowen,P.E. Title: Barker Residence Job# 12,073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Printed:20 MAR 20 2,1:33P%4 Wood.Beam - ENERCALC,INC.1983 2011;Build:6.12.3:12,Ver.6.12.312 Description: Ridge over Bedrooms 1,2 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r Cm C t C L M fb Fb V fv Fv Length=26.0 ft 1 0.457 0.192 1.000 1.000 1.000 1.000 1.000 1.000 22.18 1,188.46 2600.00 3.07 54.85 285.00 Overall Maximum:Deflections-Uhfactored Loads.. Load Combination Span Max.°"Defl Location in Span Load Combination Max."+"Deft Location in Span D+f_ 1 0.9476 13.130 0.0000 0.000 Support notation:Far left is#1 Vertical Reactions • Values in KIPS•:Unfactored ' Load Combination Support 1 Support 2 Overall MAXimum 4.047 4.047 D Only 1.512 1.512 L Only 2.535 2.535 D+L 4.047 4.047 - REDERICK g, r COWEN ST,QUCTUPAi G4 - tde.'16617 Ry �GFIQ.—f Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Fdnled:20 MAR 2012,2:55PM Wood Beath ENERCALC,INC.1983-2011,Build:6.12.3.12,Ver.6.12.3.12 � e Description: header at stair to main box Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2600 psi E:Modulus of Elasticity Load Combination 2009 IBC&ASCE 7-05 Fb-Compr 2600 psi Ebend-xx 1900ksi Fc-Prll 2510 psi Eminbend-xx 965.71 ksi Wood Species ; iLevel Truss Joist Fc-Perp 750 psi Wood Grade ; MicroLam LVL 1.9 E Fv 285 psi Ft 1555 psi Density 32.21 pcf Beam Bracing ; Beam is Fully Braced against lateral-torsion p2 ) L buckling 1 86BI 72M 1p) D 0. 1 D 0.1275 L .255 { A 3-1.75x11.87 Span= 11.0 ft Applied toads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Point Load D=0.2630, L=0.70 k R 6.0 ft,(stair header) Point Load: D=1.488, L=2.813 k aQ 6.0 ft,(ridge) Uniform Load: D=0.0150, L=0.030 ksf, Tributary Width=8.50 ft,(roof) Uniform Load: D=0.0150. L=0.030 ksf, Tributary Width=7.50 ft,(2nd floor) . DESIGN SUMMARY Maximum Bending Stress Ratio = 0.9481 Maximum Shear Stress Ratio = 0.525 : 1 Section used for this span 3-1.75x11.87 Section used for this span 3-1.75x11.87 fb:Actual 2,465.91 psi fv:Actual 149.70 psi FB:Allowable = 2,600.00 psi Fv:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 5,995ft Location of maximum on span = 10.065ft Span#where maximum occurs = Span#1 Span#where maximum occurs = a 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.235 in Ratio= 561 V, Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 t'ealex '.. Max Downward Total Deflection 0.356 in Ratio= 371 v' cower Max Upward Total Deflection 0.000 in Ratio= 0<180 MUCTURAI E Wes.26617 Maximum`Forces&Stresses forEoad Combinations` e{:�'Gu Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r Cm C t C L M fb Fb V fV Fv +D 0.00 0.00 0.00 0.00 Length=11.0 ft 1 0.321 0.178 1.000 1,000 1.000 1.000 1,000 1.000 8.58 834.56 2600.00 2.11 50.87 285.00 +D+L+H 1,000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=11.0 ft 1 0,948 0.525 1.000 1.000 1.000 1.000 1.000 1.000 25.36 2,465.91 2600.00 6.22 149.70 285.00. +0+0.750Lr+0.750L+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=11.0 ft 1 0.792 0.439 1.000 1.000 1.000 1.000 1,000 1.000 21.16 2,058.07 2600.00 5.19 124.99 285.00 +D+0.750L+0.750S+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=11.0 ft 1 0.792 0.439 1.000 1.000 1.000 1.000 1.000 1.000 21.16 2,058.07 2600.00 5.19 124.99 285.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=11.0 ft 1 0.792 0.439 1.000 1.000 1.000 1,000 1.000 1.000 21.16 2,058.07 2600.00 5.19 124.99 285.00 +D+0.750L+0.750S+0.750W+H 1,000 1.000 1.000 1,000 1.000 0.00 0.00 0.00 0.00 Length=11.0 ft 1 0.792 0.439 1.000 1,000 1.000 1.000 1.000 1.000 21.16 2,058.07 2600.00 5.19 124.99 285.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073'. Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Primed 20 Mkil 7.012,2:55PIM Wood.Beam. ENERCALC,INC.1983 2011,BuiId:6.12.3.12,Ver.60,2.3.12. Description: header at stair to main box Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r C m C t C t� . M fb Fb V tv Fv +D+0.750Lr+0.750L+0.5250E+H 1.000 1,000 1.000 1.000 1,000 0.00 0.00 0.00 0.00, Length=11.0 ft 1 0.792 0.439 1.000 1.000 1.000 1.000 1.000 1,000 21.16 2.058.07 2600.00 5.19 124.99 285.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=11.0 ft 1 0.792 0.439 1.000 -1.000 1.000 1.000, 1.000 . 1.000 21.16 2,058.07 2600.00 5.19 124.99 285.00 Overall Maximum:Deflections-Unfactored toads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L 1 0.3555 5.610 0.0000 0.000 Vertical Reactions-Unfactored . Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 6.429 6.908 D Only 2.193 2.352 L Only 4,237 4.556 D+L 6.429 6.908 f f - k EM !!! r Y. 1 COWEN '€ STRUCTURAL E ,� Fla.26617 +< Jon Cowen,RE, Title: Barker Residence Job# 12,073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: _ Natick,MA 01760 Printed:20 MAR 20Q,3:22PA1 Wood Beams:12:3:12,Vecs.,2:3.12 ENERCALC,INC.INC1983 2011,Buil Description: 1st floor beam at bottom Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2600 psi E;Modulus of Elasticity Load Combination 2009 IBC&ASCE 7-05 Fb-Connor 2600 psi Ebend-xx 1900ksi Fc-Prll 2510 psi Eminbend-xx 965.71 ksi Wood Species : iLevel Truss Joist Fc-Perp 750 psi Wood Grade ;MicroLam LVL 1.9 E Fv 285 psi Ft 1555 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D 0.0525 L 0.105 D(1.48 )L(2.81 0.2025 L 0.405 D 0.202 L 0.54 3-1.75x9.25 Span=7.330 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0150, L=0.040 ksf, Tributary Width=13.50 ft,(1st floor) Uniform Load: D=0.0150, L=0.030 ksf, Tributary Width=13.50 ft,(2nd floor) Point Load: D=1.488, L=2.813 k O 2.0 ft,(ridge) Uniform Load: D=0,0150, L=0.030 ksf, Tributary Width=3.50 ft,(roof) .DESIGN SUMMARY '- • Maximum Bending Stress Ratio = 6.9221 Maximum Shear Stress Ratio = 0.815 : 1 Section used for this span 3-1.75x9.25 Section used for this span 3-1.75x9.25 fb:Actual 2,396.56psi fv:Actual 232.39 psi FB:Allowable = 2,600.00psi Fv:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 2,895ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.150 in Ratio= 587 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.220 in Ratio= 399 `OERICK Max Upward Total Deflection 0.000 in Ratio= 0<240 Y. •� WON RUCTURAL aa.26617 Maximum Forces•&Stresses for Load Combinations ? 'V" ., zw . Load Combination Max Stress Ratios Moment Values ° heat aIues Segment Length Span# M V C d C FN C r C m C t C L M fb Fb V fv Fv +D 0.00 . 0.00 0.00 0.00 Length=7.330 ft 1 0.296 0.264 1.000 1.000 1.000 1.000 1.000 1.000 4.81 770.89 2600.00 2.44 75.31 285.00 +D+L+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.330 ft 1 0.922 0.815 1.000 1.000 1.000 1.000 1.000 1.000 14.95 2,396.56 2600.00 7.52 232.39 285.00 +0+0.7501-r+0.7501-+1-1 1.000 1.000 1.000 1.000 1.000 1 0.00 0.00 0.00 0.00 Length=7.330 ft 1 0.765 0,678 1.000 1.000 1.000 1.000 1.000 1.000 12.42 1,990.06 2600.00 6.25 193.12 285.00 +040.750L+0.75OS+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.330 ft 1 0.765 0.678 1.000 1.000 1,000 1.000 1.000 1,000 12.42 1,990.06 2600.00 6.25 193.12 285.00 +D+0.750Lr+O.75OL+0.75OW+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.330 ft 1 0.765 0.678 1.000 1.000 1.000 1.000 1.000 1.000 12.42 1,990.06 2600.00 6.25 193.12 285.00 +D+0.750L+0.75OS+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.330 ft 1 0.765 0.678 1.000 1.000 1.000 1,000 1.000 1.000 12.42 1,990.06 2600.00 6.25 193.12 285.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Prinied:20 MAR 20i 2,3:22NO Wood,Beam _ ENERCALC,INC.1983 2011;Build:6.123.12,Ver.6:12.3.12 Ima Description: 1 st floor beam at bottom Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN Cr C m C t C L M fb Fb V fv Fv +D+0.750Lr.0.750L+0.5250E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 - 0.00 Length=7.330 ft 1 0.765 0.678 1,000 1.000 1.000 1.600 1.000' 1.060 12.42 1,990.06 2600.00 6.25 193.12 285.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.330 ft 1 0.765 0.678 1.000 1.000 1.000 1.000 1,000 1.000 12.42 1,990.06 2600.00 6.25 193.12 285.00 Overall Maximum Deflections-Unfactored.Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L 1 0.2204 3.555 0.0000 0,000 Vertical`Reactions:=Unfacfored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 8.692 6.738 D Only 2.799 2.123 L Only 5.894 4.616 D+L 8.692 6.738 r COW9, w 511tUCYURAL 0 £ p1c.26617 ` fv�A1 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Printed:20 VIAR 2012,3:35PM Wood:,Beam ENERCALC;INC.1983-2011,Bmld:6:12.3.12,Ver:6:12.3.12 e.�r o• e o Description: 1st floor beam at top of page Material Properties Calculations per NDS 2005,IBC 2009,CBC 2010,ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 2,600.0 psi E:Modulus of Elasticity Load Combination 2009 IBC&ASCE 7-05 Fb-Compr 2,600.0 psi Ebend-xx 1,900.Oksi Fc-Prll 2,510.0 psi Eminbend-xx 965.71 ksi Wood Species ;il-evel Truss Joist Fc-Perp 750.0 psi Wood Grade ;MicroLam LVL 1.9 E Fv 285:0 psi Ft 1,555.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.18)L(0.36) 0(0.21)L(0.56) h u c s 3-1.75x9.25 Span=7.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0,0150, L=0,040 ksf, Tributary Width=14.0 ft,(1st floor) Uniform Load: D=0.0150, L=0.030 ksf, Tributary Width=12.0 ft,(roof) DESIGN SUMMARY R- Maximum Bending Stress Ratio = 0.4991 Maximum Shear Stress Ratio = 0.391 : 1 Section used for this span 3-1.75x9.25 Section used for this span 3-1.75x9.25 fib:Actual 1,296.74 psi fv:Actual 111.38 psi FB:Allowable = 2,600.00psi Fv:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 3.500ft Location of maximum on span = 6.230ft Span#where maximum occurs = San#1 San#where maximum occurs = San#1 P P p P Maximum Deflection Max Downward L+Lr+S Deflection 0.076 in Ratio= 1103 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 - Max Downward Total Deflection 0.109 in Ratio= 768 c EDERiCS Max Upward Total Deflection 0.000 in Ratio= 0<240 V. tI Cowes , ST,RUCTURAI go s Maximum Forces&'Stresses for Load Combinations' ,:, � Load Combination Max Stress Ratios Moment Values `5`� '` Shear Values Segment Length Span# M V C d C FN Cr Cm C t C L M fb. Fb V fv Fv +D 0.00 0.00 0.00 0.00 Length=7.0 ft 1 0.151 0.119 1,000 1.000 1.000 1.000 1.000 1.000 2.46 393.54 2600.00 1.09 33.80 285.00 +D+L+H 1.000 1,000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.0 ft 1 0.499 0,391 1.000 1.000 1,000 1.000 1.000 1.000 8.09 1,296.74 2600.00 3.61 111.38 285.00 +0+0.750Lr+0.750L+H 1,000 1.000 1.000 1.000 1.000 0.00 0,00 0.00 0.00 Length=7.0 ft 1 0.412 0.323 1.000 1.000 1.000 1.000 1.000 1,000 6.68 1,070.94 2600.00 2.98 91.99 285.00 +D+0.750L+0.750S+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.0 ft 1 0.412 0.323 1.000 1.000 1.000 1,000 1.000 1.000 6.68 1,070.94 2600.00 2.98 91.99 285.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.0 ft 1 0.412 0.323 1.000. 1.000 1.000 1.000 1.000 1.000 6.68 1,070.94 2600.00 2.98 91.99 285.00 +D+0.750L+0.750S+0.750W+H 1,000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.0 ft 1 0.412 0.323 1.000 1.000 1.000 1.000 1.000 1.000 6.68 1,070.94 2600.00 2.98 91.99 285.00 +D+0.750Lr+0,750L+0.5250E+H 1,000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length=7.0 ft 1 0.412 0.323 1,000 1.000 1.000 1.000 1.000 1.000 6.68 1,070.94 2600.00 2.98 91.99 285.00 Jon Cowen,P.E. Title: Barker Residence Job# 12.073 Cowen Associates Engineer: 29 Vesta Rd Project Desc.: Natick,MA 01760 Primed:N MAR 2012.3:35PM Wood Beam. ENERCALC;INC.1983-2011,Butld.6.12:3.12;Vec6:12.3.12 _ e s Description: 1st floor beam at top of page Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C r Cm C t C L M fb Fb V fv Fv' +D+0.750L+0.750S+0.5250E+H 1.000 1.000 1.000 1.000 1,000 0.00 0.00 0.00 0.00 Length=7.0 ft 1 0.412 0.323 1.000 1.000 1.000 1.000 1.000 1.000 6.68 1,070.94 2600.00 - 2.98 91.99 285.00 Overall Maximum Deflections Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L 1 0.1093 3.535 0.0000 0.000 Vertical Reactions-Unfaatored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.623 4.623 D Only 1.403 1.403 L Only 3.220 3.220 D+L 4.623 4.623 FREDERICK COWS" s SLR=CSIf�tA1 + w COWEN ASS404MIALrIESf�y,9nlNirP� CONSULTING STRUCTURAL ENGINEERS JOB 29 Vesta Road SHEET No. OF Natick, OF Natick, Massachusetts 01760 Telephone (508)655-3976 DRAWN BY C1TZ DATE 3 Zl ! Facsimile (508)655-4284 CHECKED BY DATE Email: fred@cowenassoc.com V Site: www.cowehassoc.com SCALE WIND PROVISIONS ... .. . CODE: 780 CMR .8TH EDITION ORC 2009) BASIC WIND SPEED:. V = 110 MPH (TABLE R301 .2.(4)) EXPOSURE CATAGORY: C WIND DESIGN METHOD: AE&PA WOOD FRAME CONSTRUCTION MANUAL 2001 NAILING SCHEDULE SPACING . BLOCKING REQUIRED LOCATION SHEATHING FASTENERS AT PLYWOOD JOINTS EDGE FIELD EXTERIOR WALLS (EXCEPT DESIGNATED 1/2" PLYWOOD 8d NAILS 6" O.C. 12" O.C. YES SHEAR WALLS) INTERIOR WALLS 1/2" DRYWALL SCRIMS 7" O.C. 12" O.C. NO ROOF SHEATHING 1/2". PLYWOOD 8d NAILS 6" O.C. 12" O.C. NO FLOOR SHEATHING 3/4" PLYWOOD 8d NAILS 6 O:C. 12". O.C. NO ERICK Y. coweN S7pUC'TU"l 9 . COWEN ASSOCIATES JOB Consulting Structural Engineers SHEET No. wl'i0 I of 29 Vesta Road NATICK, MASSACHUSETTS 01760 CALCULATED BY DATE 3 zl l Z (508) 655-3976 FAX (508) 655-4284 cowenassoc.com CHECKED BY DATE SCALE i.... a.... ....:. i � ...� ... .. .:.. ................... ... ........ .................:...:._..........,........ ....._ ...... ..Zo .. . .... ....... r': Y .......fir°.._...:......... .:.: ......._J... - ...._.. ..... . .......:.... ......_ ........_... ..... .i... ........ ...... .. ........_ ... ...................:._75.........................:... ..... :......_... .......... ........................... ............ .............. ............... .:_......._.............;..._...._. ..................:.............._..w i ..w... 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(�OiO w/ ,; w�l�n/ //�.IIV�G✓ 'Jb ; Ew1l D�itw-�' .............:............_;.............%.............;... 5..............:...................... _.....................: '....� ........-:....... .s ....._... .............:.... ...... ..... .... ..... : i I r. ....:.... ..... ....:........ ................. .... ...... ...... ..... ..... ......._.._...........3.........._......_...................<_.................... ... ... .....:...................... i . .........._..... ....... .......: ...... ..... . : i .. : ; .....;.... j COWEN ASSOCIATES JOB )Z.07.1 b/19AI/Z (;,F f, fj AP00 4,;r �y Consulting Structural Engineers SHEETNO. WlNQ ` OF 29 Vesta Road NATICK, MASSACHUSETTS 01760 CALCULATED BY �rG DATE (508) 655-3976 FAX (508) 655-4284 cowenassoc.com CHECKED BY DATE SCALE ....................:....._.:...:.:..................._........... ...... ..... ..... ..... ..... ...... ..... _.......... i � Jo�T/JP._.._. : .._........ ..... ...... ......................................................................:........... ........_ ...... .... .... ...... ..... ..... ..... h � :a6 .............. ;.... o� : ZS Q..........._....................................................... . ..... ...... ...... .... ...... .... ...... !Lo kr� - ............. .. ./............._. Z. S�� .F /. ...............................o.. ...... ... her..... 2 t Z t- ... s........__....................... .........Z .................._....... ..... r>✓c�w � i6frl.. ............. . .._....._ _W;.... . _ . 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':.............:..._................................._s........ .....s............. i:.........._'............. ... ...... ...... Barnstable Assessing Search Results Page 1 of 2 a e, eid r4 Kt l� .� .ter•'-^-.-' ?gg��� "3. a .' �i�^'. Home: Departments:Assessors Division: Property Assessment Search Results 75 ti 167 MARSTON AVENUE Owner: O'NEIL,J BRIAN&MIRIAM P Property Sketch Legend Map/Parcel/Parcel Extension 288 /120/ A Mailing Address t O'NEIL,J BRIAN &MIRIAM P r�r 700 SOUTH BENDER RD KING OF PRUSSIA, PA. 13406 e V 8 2005 Assessed Values: Appraised Value Assessed Value ` '' Building Value: $50,900 $50,900 Extra Features: $0 $0 Outbuildings: $2,800 $2,800 Land Value: $534,600 $534,600 Interactive Property Map: ap requires Plug in: & ter Totals:$588,300 $588,300 1 have visited the maps before Show Me-The Map � v' April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: MCMULLEN, MALCOLM 933/359 $0 MCMULLEN, HOLLY WILDER 3/18/1999 12134/245 $0 O'NEIL,J BRIAN& MIRIAM P 7/23/20013 17320/232 $600,000 Tax Information: Tax information is currently not available for this parcel Land and Building Information Land Building Lot Size(Acres) 0.85 Year Built 1935 Appraised Value $534,600 Living Area 678 Assessed Value $534,600 Replacement Cost $73,755 http://www.town.bamstable.ma.us/tob 02/Depts/AdministrativeS ervices/Finance/Assessing... 10/6/2004 Barnstable Assessing Search Results Page 2 of 2 Depreciation 31 Building Value 50,900 Construction Details Style Ranch Interior Floors Carpet Model Residential Interior Walls Plastered Grade Average Minus Heat Fuel None Stories 1 Story Heat Type None Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 1 Bedroom Roof Cover Asph/F GIs/Cmp Bathrooms 1 Bathroom Total Rooms 3 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FGR2. Garage-Avg 352 $2,800 $2,800 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area (Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area (Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area (Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 10/6/2004 I Results Page 1 of 1 Home Improvement Contractor Look Up Enter Search terms separated by spaces. Search terms can be Town/City,Name, or License number Sea rch Select Search type: t -- AND C; OR ; Search Results Reg. No. 11 Applicant Street City State ZipI Name Title Expiration 105 SEAVIEW FERNDOC McDONALD, 142542 CONST. RD UNIT HYANNIS MA 02601 ANTHONY OWNER 4/8/2006 C3 Total of 1 Records matched. Back to Home Page BBRS Privacy Statement http://db.state.ma.us/bbrs/hic.pl 10/6/2004 pUIKETO Town of Barnstable Regulatory Services BARNSTABLB, - y MAS& Thomas F. Geiler,Director �o i639• �� Teo►�o+A Building Division Thomas Perry, Building.Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 RE: 167 'MARSTONS AVE"HYANNI.S OUR RECORDS THE FOLLOWING ELECTRICAL PERMITS DOES NOT .HAVE A' FINAL INSPECTION #80093 ELEC TRICAL PERMIT EXPIRED FOR THE.,WIRING. O .F . . . GARAGE - x GENERAL NOTES, ti y - m.��rw O.wlu tl.uslmmwee mM 14'-W 6'-0" T-1 1/T 6:_ `O .n o.niw_7H, SMOKE DETECTORS REVIEWED. 3.2X8 -� - �- •' COLUMN UP w ' BARNSTABLE BUILDING DEPT. DALE ci F LL 32X6 2-2X8— _— I n N COLUMN UP FIRE DEPARTMENT DATE ' t4'-73/8'T.O.SHELF I I 32X8 COLUMN UP - I - r - .� 1 'COLUMN UP, n 15'-9"T.O.WALL ,:. ` BOTH SIGNATURES ARE REQUIRED FORPERMIMNG; N 2 ________ REVISIONS: 2-2X6 32X8 O LL r COLUMN UP - COLUMN UP COLUMN n COLUMN UP - " 4"x61/4" I I r _—____—____ t'-0 1/7 1 COLUMN UP BEAM POCKET . _______ ________ _ . J 6'-101/7 6•-T 6'-101/7' L__: - L I L_W—— '.' r_� -- -- - — ---" �OLUMNUP NOXIDEALARM$ .CARBON MO 4'•X61/4• xss3iFz=.rrrX,rba NIASSACHU MUSTBEINSTALLEDPER -- 32X6 BEAM POCKET COLUMN UP COLUMN UP COLUMN UP "x 6 t/4"BEAM POCKET : COLUMN UP I �I COLUMN UP - I SETT$BUILDING CODE ' 14'-73/6'T.O.SMELF I .ISSUE DATES: • L - 15'-9-T.O.WALL - :.1- - o Progress Print".12 �'-� Progress PHI, 8-4-1D 14'-7318'T.G.SFi ELF .. "—. s'a^r.o.Frc. - Finish Slab ? :• 4"x T'BEAM POCKET11 IT 4,X T'BEAM POCKET w 32X8' 4-2z6 2-73k1" I. L _—COLUMN UP_ _ _ e , ----— • izxe ®.o Lu, PQ -_.7--- -r-�- -� - r ' ,-� --- z-2x6 , .�... ^„ COLUMNUP ___ '-____ 'Y ---- -- — --------------- .d 3'-01/2'__J L _J � I r'• �'. Bx6 PT''' 3 12X5 114 PBL I' .. ���L t COLUMN UP ---1 I 2_2X6" - COLUMN UP MA- 3 I - COLUMN UP ' ry , 0 ' - 14'-73/8',T.O.SHELF I - I 2X //fi�e W R I I: __ ' COLUMN ON VF �I._. r COLUMN'UP-_ .—._—.—__ _.—.---.——.-1 4'-1,1/4" 9•-2 3/4" COLUMN UP ., z - 15'S'T.O.WALL r - - e 22X6 H8$3112'z31/2 r _ ^ COLUMN UP I. COLUMN UP 2' ' HSS3Io.31,2'z1/4• _ 'I 4:: 1 5'�°T.O.FTG. COLUMN UP 14'-73/8'T.O.6HELF 15'9°T.O.WALL 21EUOT STREET NATICK,MA01760 COLUMN UP ___ 2'-13/4" I 4"X61/4" - __ _ -_-___, 4"X61/4" I' DMCARCH.COM PaF 508.651.7098 1 BEAM POCKET .BEAM POCKET 5'-9'T.O.FTG. - 3 I f , .---—._—.—.— .—.... .—.—.—— — ——.- -J -- = , BARKER T-1 a ov4" 7._1.. RESIDENCE 9 5'-9"T.O.FTG. - ., d 32z8 32X8 COLUMN UP COLUMN UP 15'.9'T.O.WALL 167 MARSTON AVENUE §' ta'-7318'T.O.SHELf HYANNIS PORT,MA I I I Fi—Wish Slab I I - 9 ' 15'S'T.O-WALL -32X6 4' I - I ;: COLUMN UP 'I 14W 3/8'T.O.SHELF I I - DRAWN: KtB 5'-0"T.O.FTG. I - - SCALE: 1/4"=1'-0" . 3-2x6 2-2X6 3-2z6 j.. .. .. - �^ DESCRIPTION L_COLUMN UP - COLUMN UP COLUMN UP J - �T L 32Xfi___ t _____ - FOUNDATION PLAN COLUMN UP COLUMN UP' �i COLUMN UP pad for U•' - ar iv Zloz . 26•-a' n 77 1. 4_`, Proposed Foundation an I11d;. ti� i ]'tU. Scale:va'=r_a, DWG.# a .. ppp— , GENERAL.NOTES WINDOW SCHEDULE ma;. amp, DESCRIPTION MANUFACTURER REMARKS A UDH3030 KOLBE DOUBLE HUNG;5/4"z 5S'CASING. � °n"°B`�•� B KU26261 KOLBE AWNING;5/4"x S'CASING + - DOUBLE HUNG 5/4"z S'CASING C UDH4034. . KOLBE''.. . 8'-0" 6'-9" D KU36301 a KOLBE ''AWNING;5/4 x6 CASING 14'-0" 7'-11/Y' .w ... D ENOTES DH 42 ASING. OGBL WIND :* _ Q-''� "E U 2 0 -KOLBE �-k` !"' DOUBLE HUNG 5/4.i S'C i 3'-8" T-T' T-3 3'-l' X-1114' 2-614" 2'1' T-63/4" Y-63/4" T-41/7' T-411Z' F UDH2828 KOLBE � � �DOUBLE HUNG 5/4 x S•..CASING .. DHS 0 STUDIO UNIT:5/4"x 5"CASING G U 5 510 KOLBE` DOUBLE HUNG L—.. .. _ H- KU30301' ...KOLBE AWNING;5/4'z 5'CASING .. .. I KUE14 KOLBE CASEMENT.;5/4"x 5"CASING 1 m • - O F M LV 00 -+ - - - J UDH2624 KOLBE DOUBLE HUNG;5/4"z 6"CASING REVISIONS:- r ._ ry _ _ -_. _. : r 1 - K M04 .VELUX SKVLIGHTr_ s ... -. •i '. ...:• '5, ,` ';.., ..,... , -. ---_— — — -- � .'.4;".. :�. f4"x 5"CASING,GRILL PATTERN TO :s SEH ELEVATION W 5 L; � KUE156' KOLBE'. I. S-00C3•-0":FRENCHCASEMENT;.S/4'ti5 CASING.;; ....; BLIILT-IN,DE$K .. O M CUSTOM KOLBE T ::I 4 3/4"JAMB:EX ;I N' - M08 :VELUX-- :.'SKYLIGHT -------------- - -I- 4 Ir / __ O I':..I 5'-03/4• 4'E 1/2'- 71/4° 3'-0" 4'-11,/4`: Y-1 3/4 8'-31/2• 6'-Y :5 1 1/4 - KOLBE 8':KOLBE WINDOW SPECIFICATIONS ULTRA W E.A INTEDECASING AND SERIES LS CI-AD a,- E'GIASSOR , :. ,.. -,. :. .- ... - :. - .: 138- '�3'b•� 9..: I �. � � � �^�-]/e-61MULATED DIVIDED LITE(WISPACER50� :. -:,'--ad SIS'.JAMB EXTENTIONSV.O.N, DOORS N� - .. - - " B .I., ... _ :�. 31 y HA,'-ReTe.D..-r ISSUE DATES: ..... sT,S..: '.•+: • ;'/m .FULL-SCREENS- DOUBLEHUNGS - • N - +A'.,,, _ ,^.�.. DENOTES. :. �... a 2- -1- DINING 4 ,KITCHEN,-i Pnn 4 1 Y D. GIRL WIND. ._....... J - 9 103 ... ,. O. FEE ,i.. : m i EXTERIOR'DOOR.SCHEDULE s � , •, -DESCRIPTION -'MANUFACTURER REMARKS" a . .. .:...' ... -.L I 1r+ :.. .:., .' _ :..:- NSWING ENTRANCE'DOOR 82'-2"91DELITE-STYLE TO 1 .'UXD3070 °KOLBE-. ?> �. .... .. .... .MATCH'ELEVATIOIV:.,:. ''k+ ,2•:: GAU,2370KOLBE GARDEN-AI ,. �-�DING PATIO DOOR,.: a --r. ..S •-..R.:. .-- _ :;;... -:m' :.- .,I AR N-AR SLIDING'PATODOOR: =__,_ __.____._: :__:_:; .. .. .. .«-'3 GAU,2370:. �.KOLBE: �+G DE I EI e , ... OS N - - -. - �•' <" :'� _- I � '� *.'. ..,,.,:o-.� +. - -' ,._".ck: " - - �..;�` -/.3/4 _ .4' - ='UXD6070� :.KOLBE INSWING ENTRACE DOOR-STYLE O MA CH ELEVATIO u'15 7.6 �.,:' : ..28' ,'S. � 12•',.., ' ..,- �*,' � !�'"�<, r ". STAIRS ,. - :: '•. _. I _� ... .. KOL E...:,� ��GARDEN-AIFtESLIDING PATIO DOOR.�. ...,.. S ARS:. ... .. �7.! ._..- ,.. ,.. 5 .-GAW6070 B \ q. `. - Ins. m z'sx1 v r , ..:• POWOER'ROOMk 1.': - *'-.: � �• - � :. ., �;I e;�•� _- :, � �i .:.� '... � ....-.... Vv1NDOW58.DOORS ARE NOT TOHAVE IMPACT GLAZING.GC�TO CUTE MARK PLVWOOOCOVERS�FOR ALL GL455OPENINGB FOR.STORAGE ON SITE .. � .. � ,. __"� -.:. - ,---, "" ,':: :: .,, ,. �. 1D' •;: ,c a ..a ., :,. 106 { jj - O. ..I. - O LAUNDRY: I,r BATHROOM:7. + #. m „ 21 ELIOT STREET NATICK,MA 01760 .OMCARCN.COM P.F 500.661.7099 , % 10 - _:. - w 14 " ;1.... - .r`..f..: :;... 1-. 4„ 3'_91- T 10-73/4'• .:,:. --� > _ - R . ,,.. ::. >;. D 73/ 7 BARKS u , RESIDENCE Aler A., &, 4 + ii- - ` STON AVENUE ..,a`- / F - •.1.67 .; § HYANNIS PORT,MA , , 1 , ^ : •.W 4 'T.- :k BEDROOM 2.. F - , DRAWN Kt8 SCALE 1/4".=1-0,. aE m _ DESCRIPTION: , - m , O O EO. 4'-0°I.: Eq. OF _- -r FIRST.FLOOR PLAN - Proposed First Floor Plan we u . J Scale 1/4 =1'-0" - , - D , GENERAL NOTES; ' : _ • mv.�ProeMan ub�w�•mxm'dw�x�� .ImewN.••mon aavtq•, • WINDOW SCHEDULE • - - DESCRIPTION MANUFACTURER REMARKS o�> a A _UIDH3030" KOLBE ,DOUBLE HUNG;5/4"x S'CASING • - 8' KU26261 KOLBE AWNING;5/4"x S'CASING ' C UDH4034 KOLBE DOUBLE HUNG;5X'x 5"CASING - _ - D KU36301 KOLBE AWNING;5/4"x 5"CASING / - - - - E UDH2420 KOLBE DOUBLE HUNG;5/4"x 5"CASING UDH2828 KOLBE - DOUBLE HUNG;5/4"x 5"CASING - -- - -- ---------- - --------• - G UDHS50510 KOLBE DOUBLE HUNG STUDIO UNIT;5/4"x5"CASING - S HALF-RD COPPER G. H KU30301 KOLBE AWNING;514"x5"CASING . ' 1 KUE14 KOLBE CASEMENT;5/4"x 5"CASING - - ' J UDH2624 KOLBE DOUBLE HUNG;5/4"x S'CASING slope slope REVISIONS: ' - - K M04 VELUX SKYLIGHT L KUE156 KOLBE CASEMENT WINDOW;5/4"x 5"CASING;GRILL PATTERN TO MATCH ELEVATION - - M .CUSTOM KOLBE 6-01 A3'-0"FRENCH CASEMENT;5/4"x 5"CASING - - ____ 4 3/4"JAMB EXT. - N - M08 VELUX SKYLIGHT Y KOLBE 8 KOLBE WINDOW'SPECIFICATIONS ' - -KOLBE S KOLBE ULTRA SERIES CLAD WINDOWS 8 DOORS -11 -FIELD APPLIED CASINO AND SILLS _ -PRIMEDINTERIOR . -LOW-E'GLASS - -71W SIMULATED DIVIDED LITE M/SPACERS) E 51t1-JAMBE ENTIONS U.O.N. - - -HARDWARET.B.D. .ISSUE GATES: ;--------� -FULL SCREENS @DOUBLE HUNOS a - — - Progress Print 4.6-12 EXTERIOR DOOR SCHEDULE Pros e P n z - DESCRIPTION MANUFACTURER REMARKS , r' - 7 UXD307D KOLBE INSWING ENTRANCE DOOR&2'-7'SIDELITE-STYLE TO slope slope - MATCH ELEVATION , ---- -- -2 GAU12370 KOLBE - GARDEN-.AIRE SLIDING PATIO DOOR — i ---- -___ _ _____ - :. g; KOLBE E GPATIO R --- --- --- ----- r . 3 GAU1237 KO GARDEN-AIR SLID N DOOR /� 0 I �.3909 _ ® u COPPER GUTTER '. O - 3 4 UXD607G. KOLBE INSWING ENTRACE DOOR-STYLE TO MATCH ELEVATION Q^, r c 5 GAW6070 KOLBE GARDEN-AIRE SLIDING PATIO DOOR w I mil/ dl�'1� 7. - 9 51/4 :-—— — .. ••WINDOWS&DOORS ARE NOT TO HAVE IMPACT GLAZING..GC TO CUT&MARK PLYWOOD:COVERS FOR ALL GLASS OPENINGS FOR STORAGE ON SITE ..• - N .. -_ slope - _ - .i. , 2 S 3/4. 2'S 3/4t-,•Y.,., • - - - c Her w .._..._. 202 . z�ire 1 71/4' T-0- 5'-0 1I4 -71/4' - - • STREET 21D EL NATICK, 0 MCCH..COM PF 50e.651.7099 I'is --- been 1 . BARKER I RESIDENCE '..{ - • .. MisterBedroom 67 MARSTON AVENUE dn zw n Z? MIB con [ �^e za ,HVANNIS PORT,MA _ 4 rn 3D5 . ......... - 3: W � I • DRAWN: ,_ SCALE .1/4'-1'-0:'' m _ DESCRIPTION: xe --- --- -=- °r --- • � I ---- - - • • SECOND FLOOR PLAN r-0'• s-z 1¢ t`•+ � :IG 1r-1 1/7• ram^ PrD used Second Floor Plan Scale.1/4"=P-A" _ _ _ DWG.a A-1.3 - - GENERAL NOTES a��na D.pFnm tamst�em�u altremp.,, ,amv.ry.. WINDOW SCHEDULE DESCRIPTION MANUFACTURER REMARKS �0wwixt wd: 1 4 1 A UDH3030 KOLBE DOUBLE HUNG;5/4"x S'CASING • AJ.1 A-3.1 B KU26261 KOLBE AWNING;5/4"x S'CASING C UDH4034 KOLBE DOUBLE.HUNG;54'x S'CASING • AWNING;5/4"x 5"CASING .: 14'-01' 6•_0" r-11/2" D KU36301 KOLBE - " E UDH2420 KOLBE DOUBLE HUNG;5/4"x 5"CASING . .. - F UDH2828 KOLBE DOUBLE HUNG;5/4"z 5"CASING r------------------------- „„ I G UDH850510 "KOLBE DOUBLE HUNG STUDIO UNIT;5/4"x 5"CASING " H KU3D301 KOLBE AWNING:5/4"x 5"CASING- - 4 I. 1 - - I- KUE74 KOLBE CASEMENT;5/4"z 5"CASING N 1 I J UDH2fi24 KOLBE DOUBLE HUNG;5/4"x S'CASING ' I - —_—_ ——— l REVISIONS: I I I I - I K M04 VELUX -SKYLIGHT r, L KUE156---------- ~' KOLBE CASEMENT WINDOWS/4"z5"CASING;GRILL PATTERN TO 1 I - - MATCH ELEVATION L J L J 3 6'-016'-0"FRENCH CASEMENT;5/4"x 5"CASING; ---- l — M .CUSTOM KOLBE " j,-' ' 43/4'JAMB EXT. r.'—J L_ —_ ___ __J L u __ ..F, ," - N MOB VELUX SKYLIGHT. - .. KOLBE&KOLBE WINDOW SPECIFICATIONS KOLBE&KOLBE ULTRACASING SERIES CLAD WINDOWS 8 000R5 , .; - I I _ _ _ I •a I ':.. _ _ - --~ ,:FEU)APPLIED CASINO AND SILLS - PRIMED INTERIOR 1_ "-. -]IB'SI UUITEO DIVIDED LREMISPACERS)'_ ... A Sl8'JAMB EXTENTIONS U.O.N. HARDWARET.B.D. ISSUE DATES: a -FULL.SCREENS®DOUBLE RUNGS .Progress Pnnt 4.612 EXTERIOR DOOR SCHEDULE Progress Print 6- _ e i DESCRIPTION MANUFACTURER REMARKS MASONITE INSULATED I I ", , PRIVACY DOOR I 1 Pa t -0R APP.EQUAL 1 - 1 -UXD3070 KOLBE INSWING ENTRANCE DOOR&2'-Y'SIDELITE-STYLE TO A : L MATCH ELEVATION- 2 GAU12370 KOLBE GARDEN-AIRE SLIDING PATIO DOOR ,9 - - H 5909 - _______ 370 L N-AIR R ..-1 3 GAU12 BE'"KO GARDE E SLIDING PATIO DOOR Z' 4 LXD6070 uP 1 cQ 7.423. v. ". 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C _ O 2X6 SISTERED RAFTER / �:'�, 6 }7 3/d-X, ®EACH MAIN RAFTER I W LVL BEAM Second Floor Subfloor - A-3 1 I n m C7 tFloor Window Head Heigh[- < - 3.10 COLLAR TIES ♦ I f I. �'u - I IBC .J 23'-0 5/8•• a u C, (BEE FRAMING PLAN) }2X6 HDR. ti+ Firs 20 • E (, r, :.LL - .4X3 OUTRIGGER . .r I REVISIONS: 1g9gI. .. }1 3/4 X11 7/8 LL _ - - TVP. - IONS:a ...... 1 - L LVL BEAM 1s � �1 Detail Section @Master Suite Eave o +. Scale:1 1/2„=1'-0„ I First Floor Subflooi - .—.—. —- —_—_— I.—. PPrX.Grade, 15,11 1/4•0 ZXB SISTERED RAFTER' _ _ to —IIII BCI 1178 AJ520 I111=1 I IIII I I I BCI 17718'A 520�16 OC. _ . .III � -TVP 16'OC. '�• IIII IIII III IIII I IIII I� I I—IIII 2x10 RAFTERS 016.OC.. =IIII IIII=1 — � — � ` 11=IIII=J11 IIII=IIII III=IIII 11 IIII �', - 11=IIII=IIII =IIII IIII=i IIII II T, it 1111=1111=III - IIII IIII . � III—IIII II IIII h I `` j � 11=IIII—IIII=IIII =IIII �� IIII=1 IIII II I � 11=IIII=IIII=IIII=III . . IIII IIII s, 111=IIII II IIII E ,.' 6, � 7, � � II—IIII—IIII—IIII IIII ISSUE DATES _ =1 111 _ _ IIII=IIII—IIII IIII=111 IIII a —IIII -111—IIII=IIII—IIII—IIII v Pre9re-Print 531-12 III III IIII IIII—IIII—IIII—IIII—IIII IIII—I IIII=fft=�i111—�i11=IIII=1t11=1(11=�II1—I —IIII—IIII—IIII—II11itit9II1 IIII—Jill IIII IIII—III Pre9re�P n ry IN P L - BUIlding Se7:tiGn Building Section 4X3 OUTRIGGER ,.;. .'Scale:114"=1'_0". _ Scale:1/4'=1.'.0„- r - 1 -TVP.:... ,'&1 3/4'x16'LVL RIDGE BEAM Y < - }7.3/4'xt6'LVL RIDGE BEAM / cu Detail Section Typ.Eave R7 - - Scale:1 1/2"=1'-0' ,• R1 . _ 12 .. - : 5/2• 2X8 RAFTERS _ 12 .2X10 ROOF RAFTERS-@16"OC.' "1 �12 2 �. 12 _ �r► $ 12� 2%10 ROOF RAFTERS®16'OC.' - _ 12� �12 5 � 2X6 SISTERED RAFTER®F11CH MAIN RAFTER 1 3/d'X71718'RIM BOAR - I r 2X10 ROOF RAFTERS rQ 16.OC. t Ci Ci 0 cl r : 3.2X8 HDR. SIM 12 t HDR. 12 - Ci . 2 / 3-1 3/4•.11 7/8• 10 LVL BEAM y E O 2z10 RAFTERS®16'OC. 21 ELIOT STREET NATICH,MA01]60 2X10 ROOF RAFTERS i6' C. - - DMCARCH.COM P•F 5011.651.7099 .. • �� ~ - F7 763/4R212 \� .i F1 F1 4� - - i^^---i�'—---— Second Floor Subfloor - 1 GUTTERD COPPER ;.__- _-- Jl l '\ I ————. 25'-5 1/4" - BARKER I .' -. 300 COLLAR TIE ._..,, _ ,. .. RESIDENCE Ci .:.... .. C2 ;. (SEE FRAMING PLAN) .. _ -- - - "X'"'"'�'"""'-"" � Ci' C1 First Floor Wndow HeadHeSht gr }2%8 HDR. }2X8 HDR t, I-- }zxaHOR. 23'-05/e Typ.Detail Section @ Gable Eave BCI 1171W AJS20 p }2XB HDR CI 20 ^r 11 =1 i, Scale: /2" '-0" i - 11'7/8•AJs 18.Oc 16-OC. 67 MARSTON AVENUE .... 1 HVANNIS PORT.MA, Rr .......... ... 4'-0 314• _ 8 5 Im B A-3.1 / f DRAWN KtB SCALE. 1/2'.=V-0" ....._..�... ...... m. ,•, .-..,;, :,;�I -h ,,�„„,,,,,,,, pp - """ — First Floor Subfloor�_ q•-0314'radlu9...... E _ _ - DESCRIPTION: _ r BCI177B'AJS20 : 3 _ `0 IIII=IIII IIII ,!" -BCI 117/8-AJS20®16.00. '•'-"'--- CI.117/8-AJS20Q 16.00. _3 IP IIII—I _ _ — II—IIII— , @,6 OC. =IIII II—IIII—IIII ' 313/4'.9l/4 LVL BEAM IIII=11 IIII=IIII IIII=IIII IIII _ _ r P°1 11 111 BUILDING SECTIONS II—IIII F —IIII g II—IIII—IIII r F .III III o 11 IIII=11 ; IIII—IIII = IIII=IIII IIII _ 2,E.PT BLOCKING II—IIII £ —IIII II—IIII—IIII Ill' I IIII=11 1111 IIII IIII b IIII—IIII IIII III=b I 11—Jill 6, — II IIII=IIII B, 6,'' DWG.# IIII— =III—IIII—IIII—IIII—IIII— —IIII IIII=IIII=I�--If�1--IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII—IIII—IIII—IIII=IIII=IIII—II = =IIII � --�- �- 3 Building Section 4 Buildin Section 9 Typ.Detail Section@ Shingle Flair Scale:1/4"=1'-0". -'. Scale:1/4"=1'-0" .e. GENERAL NOTES' - 9 112" - R1 3-1 3/4'x16'LVLRIDGE BEAM 5/8"CDX PLYWOO . _ emmgawienammu nm es cop-ea 2X10 ROOF RAFTERS®16'OC. ! -- R1 - 12 12 ALUMINUM DRIP EDGE ,. 12 12� ', � SHAPED 1x s y " - 2%10 ROOF RAFTERS 16'OC. 3.1 _ R7 c1 \ 1x8 FASCIA 1 3/4x11 718"LVL HIP BOAR . 2X10 ROOF RAFTERS 18'OC. I. \ 1/2"PG SOFFIT - 12 " R1 3-2x6 MDR �10 1x6 FRIEZE OVER IX BLOCKIN s t o�t \ I 3-2x1D MDR.. / i ( i I / C Fi. F1 "�..rt•..".t I�F1 - .. / .... _ \ ......_... ,....—........ .......:..."" ......._ Second Floor5ubloor51/4" A-3.1 { '.... ——— ---—— 25'S 1/4' 1x6 CASIN / ,_-.,._,c.__,,,---I C1 1 C1 C1 First Floor Window Head He ght SHINGLES BEYON a I( 11 3/4 11 7/8 LVL BEAM' .s . 3-2xlO MDR KOLBE KOLBE DH WINDOW I I W. SEE SCHEDULE o 04 REVISIONS' A-3., � - l' v \ /I Flu.,..-., First Floor Subfloor APPrx Grade Q�15'-11 1/4" 3 IIII=11 BCl117/8-AJS2DQ Is-OC. IIII=IIII — -- —IIII 4.1 3/4'x9 1/4'LVL BEAM IIII—IIII := IIII—IIII � - � IIII—IIII _ IIII—IIII a —IIII II—IIII—a ' IIII=IIII IIII=IIII 4 IIII IIII S7. 11=IIII _ .. ..._...._..._...___..__ ___ __. ._...._ ISSUE DATES _—_—_ s -»,.—III. _ Progress Print 5-31-12 IIII=1 =IIII=IIII=IIII=IIII—IIII=IIII=IIII=IIII=IIII=IIII=IIII IIII IIII—IIII=IIII—II I I=III I=III I=III I=IIII=IIII III=IIII ,X6PANELSTI Po9� - ' _ 3/8"MOO PAN L - 1/2"CDX PLYWO 1. AR Style:1/4"= ATYPICAL CONSTRUCTION SYSTEMS - 5 I ' BUlldingSectlon R1 TYPICAL ROOF CONSTRUCTION ct TYPICAL CEILING CONSTRUCTION 41 Asphalt roof shingles on 15#roof left 2 X Ceiling joists @.16"oc.w/1x 3 strapping _ O (or GAF shingle mate)Ice and Water Shield ;@,16 oc w/2 layers skimcoat(1/8')smooth , membrane.at all eaves hI s valleys& • finish over 1/2"blueboard. P. 4 transitions. - ' - 2X6 EXTERIOR WALL 5/8"COX plywood: - -> c TYPICALCEILING ONST T r P I C RU ION 12 12 - - -2 x Rafters @ 12"or 16"or pre-fabricated - C - IT Or vall— trusses(as.noted) - --7x Ceiling joists @ 16"oc.w/1x3 32X10 MDR. SIM ..t0 R1 t0 _ _ . . strapping@i6"oc.wllX4butt join d " _ S C 2 �' - - - rough sawn pine w/pigment finish.. ROOF INSULATION - 2X 00 RAFTERS 6 OC s tz / I � _ - . . -Spray polyurethane foam / \ - Provide thermal barrier as required(R-38 min) s1 TYPICAL CONC`SLAB CONS RUCTION c .���;;�^^•• - 4"concrete slab w/6x6.1.4x1.4 cow or Y METAL ROOF CONSTRUCTION fiber mesh)on 2 rigld.insuftation an - __---___—"_ _ "Secontl Flaar Subfloor .. — .—'— --'—'—'—'— m b . ..I"... 25_5 1/4., Standing seamed 16 oz.zinc coated copper IL poly.vapor barrier on -. 6"min crushed stone on compacted base. 3x10 COLLAR TIES m \ roof w/high temperature self-adhered roofing p OCKIN I ......(SEE FRAMING PLAN) ...q.:., ` underlayment'. .Provide perforated pipe in gravel base 2%BIL d- first Floor Window Heatl Height 'vented to extenor for release of radon gas. _ l o' 23'-0 5/6' .. _ 21 ELIOT STREET NATICK MA 017W TYPICAL WALL CONSTRUCTION oLncARCN.coM v.F soassl.7oss _ - S2 TYPICAL MUD.SLAB CONSTR CTION l - - Wood siding(as noted.on elev:)on " y1. "RainDroP,Housewrap"(use"Dupont 3"concrete slab on 2"rigidinsuftati on Flexwrap"atwindow:sills and"Dupont- 6miL.pay.vapor barrier on e -Strai htFlash"at window and'door c stone on se.6"min rushed e. compacted base. BARKER r jambs and heads)on 1/2"plywood sheathing. - - RESIDENCE.- EN .•• `t TYP.FOUNDATION WALL CONST. w... - F1 `q - WALLINSULATION ALT."1" ,. f.............. ,..,__. ,See foundation plan and details for conc. / First FloorSub floor o --Fiberglass insulation(R-21 min.) wall thickness and reinforcing requirements. Apprx.Grad ,Q 15-11 1/4 Use 5/8 anchor bogs @ 38"-oc.w/ "167 MARSTON AVENUE ....... '...... "' V"" AL INSULATION ALT '2" 3".x 3"x 1/4"plate washers @ shear walls. S HYANNIS PORT,MA WALL $ Spray-o urethane foam R-21 min. IIII=IIII - B11A8'AJS20 1EOC. III=IIII P YP ly ( ) — — ------- Cl . IIII=IIII,, IIII=IIII - 2x6 wood studs @ 16"oc Typical45s 10"walls _ 2-#5's Cont.top of Well I DRAWN:' KtB IIII—IIII IIII—IIII - 2 layers skimcoat(1/8')smooth finish 2•#5's Cont.bottom of footing 1.,• over blueboard #4 dowels van. 32"oc.(extend 2'.0" ° SCALE: 11, 1'1' IIII=IIII IIII=IIII'" @ "t above top of looting) ; - IIII=IIIIIIII=IIII DESCRIPTION: IIII=IIII "' { IIII=IIII ® TYPICAL WALL CONSTRUCTION �10"Walls over 8'-0" E —_ - - 2x6.@ 16"oc 2layers skimcoat(1/8'1 ?2-f15's cont top of wall — — .� M�x............ _.. ....... .. _ ._. _ IIII=IIII ::.,' " S1 IIII=IIII - smooth finish over l/2"blueboard ...2aF5's coot botto 32ffooting. " ",�_.. IIII IIII IIII=IIII both sides. #4dowelsvert� oa(extend2-0 . =, I—IIII—IIII—IIII—IIII II IIII= v ! IIII ;abovetopoffooting) IIII—IIII—IIII=IIII=IIII c' BUILDING SECTIONS —q " ;! ® TYPICAL WALL.CONSTRUCTION #4 bars vert.@ 24"oc. _ _ _ _ 2x4 wood studs @ 16"oc T ical 14"Walls IIII IIII IIII .IIII 'i;l 1 'C"* IIII IIII IIII M IIII=IIII=IIII=IIII=IJII—ini- t�=IIII IIII 2layersskimcoal(1/e',smobtltfinish z 5'scanttopOfwall IIII=IIII=IIII=IIII=III ; Q , over 1/2'blueboard both sides' 245's cant bottom of fooling #4 dowels vert @32"oc.(extend 2'-0" ® TYPICAL WALL CONSTRUCTION above top of fooling) _ 2x6 wood studs @ 16"oc 2layers skimcoat - _ (1/81 smooth finish over 1/2"blueboard � � 'Install drainTuft-Nage oarDry,Insulation-protection - 1/2"plywood sheathing both sides and drainage board system at all - -. �� Building Section perimeter foundation walls.(78D based on PARTIAL WALL SECTION STAIR DORMER DWG.# ` soil conditions TBD after excavation.) 3 Scale:T 1f1"= -0" - F1 TYPICAL FLOOR CONSTRUCTION 2•-0"w x 1'•0"0.continuous concrete Finish Flooring(as selected)on 3/4" looting.Carry to firm bearing.below " - '1 Advantech"T&G plywood(glue and screw) grade(4%0"min.below finish - 4 .n1 on 2 x Floor Joists(or TJI's as noted on grade g ! `�"'e grade min.) .i.. q p a .,. G. r p ,. .,.� a.;r-. - $' •" ''.' o� a... 'A SA .- ,.. _ 1. eY -�. y . o'q s, :. _:Y, f r.. �' - .i, GENERAL NOTES '... .. . a sal , - 5 f .. :... y r n. - - - .: e- - a . . ,.,. . r-. -.� , ..:.a. :: ..._ _..__..__. ......... ...._... _ ..._ ___: : .... wa- :.:, b ..... ,. ....... ..._ -_ .......... ...... ....: - ,. ......._ ::- ,. .. - :e ..... ._ R r. F. .--. ... .. v .. - .. :, meagi.: ,., - - a .-......_ a. .._ .. ... .. ...... .... _.. . s. M.m .. ... ......._. vm 4.. n "... .. _..... .mmvvvmm : .. - .. I , - .... ._ :::. .: _ .... .. , .. ... .. .. .... ..... mm , .. IV. . ':1 z4ROUGHSAWN PINE .,,.. ..:- -._. .... - ........ .. .. ... r - � I /F NT FLASH _....... .:_.. .......: . ... ..:. :...._ .. : .... .. ... ___-- .....- ._.. .. ._ x .;'; W IGME ED I I -.... "' _...__ . ..mmmm :. ...: ... .. ._._. ... - ......... ...... _... - >. ..... ... ._.._ .... .... 7. ...... . .......____.- ...... .......-.. '..... .. .. t... .. „ - ..... _ ... .. -..._.._ .._. ... .._ ._ -. M.m .. ,.a,... ... '- ",.. .... ._ -. ...... .. .. ... .. .:•, ,�.: " tx'ROUGHSAWN PINE ' -- --- -- --_--__ —_ _ . ......._...... ..: ... .... _- ....... .... .�" '^. W%PIGMENTEDfINISM _ - :..:..... ::. .... -:�.... _....... ..: ..� ........ :-.-......::: .. ......... �. ... -.. .... - 9 -.. r. a ........ ... ... ._._........ .>, .. „F ismvvm - , mmm. mmm vmm.m > SM ROUGH SAWN PINE — ---- --- — -- ----— —-- W/PIGMENTED.FINISH a' ¢¢ .. ` -. o X .,,...,m.,,�_ ,.. A '. - ^k „ .. ...;ate .' :.. - :.� .. .. - __ - - .: .... ,� , THIN STONE VENEER" - ^ -�--n"m �+ .-TBD mmsw ".. :: , : - :: ; f✓ ! zz ,e.:' .. , ='d .MAJESTIC MARQUIS ............... ......... .. s FIREPLACE , A , REVISIO -CONFIRM W/AR H ..,. , s : r .v v a '�:.- .:'. ," _, T »' .c'' ii -.,.CUSTOMBUILT-IN. .. "I _.,:. i. j , ., , . . , a . . BOOKCASE e.. ,ffi., - _ _ . r j. . ". n r x - —J.—: , - .. - a. - -�. :: : o s e. i : ::::. , ^' F „,, i � : V. c p q N , m L. -CUSTOM BUILT-INDESK ,^ /LATERAL FILES DRAWERS ; -FINISH TBD. ISSUE DATESr - ,, I;' Intenor'Elevation-Kitchen/Great Room-North Pros„s a;i s1-12 , Scale 1/2.=1'-0" Pragreu� �I , „,, - - x . r •'- '.. is ,. Aj r x ... .:..:. - .. - .. r , .. - ,p -. 1. - , y. .,. , . .: .. .,... �.., - ..:. a.. - - .., .r. - > _, - - ,. , m.: x.; ' �:- _ ..ems .f.-o.:-:. �.,. as .t ",''..- .. : ,. -. _ SAWN PINE' Y -,_;5, :+. ,. ,".'.- ' - .. ' - : :ti a NTED FINISH' - 1 ROU r. W/PIGME - di .. .r..b:'. x.-: 4-mmmmm. aaa _.t - .: 'a ,n `•1x ROUGHSAWN:PINE 5 ,.g... t z ..^..?. c�,�A//PIGMENTED FINISH,. .::.., ,...: 4 ., ._ ,,.:: - -an.. .. : .., ,.u. 1 ':.. .: .. G .. ., 5,4.wrd' r , .. , .,. �. a 5/0 ROUGH SAWN PINE. ,:-. :.: . ..'+a o -711 m ,7: I— :,.. .. 'W/PIGMENTED FINISH G. ... a, ..:; • 1, ., ,.;'. ..,.Iti r, .. _______-_ .x;rv, -r: O 6l�ILT-IN:DE�K 3,.. ...x.O .: ,. .. ''^, '21 ELIOTSTREET NATICK MA 01T60,.' 41 �.rv_z... - ... ... :.a _ e. z- _______- .-,.-; .. .y , DMCARCKCOM PiF SUB.651.]039 i 4 b �- - s. -.� ., ... - ., .r m a _ , ::a, ' , . - - s -m I/ . , -,. BARKER. ' 5-07/B 465I8 ,;:..71/8'..3..9:- ,. 4-111I8. 3,13/6 8.91/2"' 'S'-2"' 5-11/S' O - n . .mm .mm ....I :.. ,f v :r _ ; �.` �. �: . :.., _�..,,. ...� ,!_., ..,.;, .... ::,:I I. �;li;l _ : :a. ...' :-. .,: m. .. «: � �..,-: ,. .�.... .::� a167 MARSTON AVENUEES .,. vcc :: man , .. ..... .�.: .:. v, HVANNIS PORT:MAa. .. ,, - Yr-yr. .. .. .',� . . : c. ..e.- a. _ .. .� .. i - ;.. y' ..,. � :,. I '.I I. ( ,s. z ., - ' ' .,- - :. , .. ., - \ Z.�,, " DESC I ION:-. '; :.I I:. 1a-.-"-. f: '. .:, �_ m .' ....� - li -I '__—._ _—_J—._ --- - .. _ ` ./ \.:a /8'PG COVE• ,.-:1., . ' .f I ",'I, '4 .. : ° - : 4 - i \ .. .' INTERIOR ELEVATIONS A . ,:s I.. L "--- ------- -- F. z = �.. _x' aa,:-:,: �' —�_m f .\ \\. 1X8'PGFLATSTOCK- .2 , -.. , r; q ,_o e r 1 r ;. ' .a . - :,,; ::w _. ,: '. � :.," _,.',.1.1/4'STONE COUNTERTOP � - y .r. -TBD ,- �:' - i L. .Partial Plan-KitAmMeat Roomlbinin Room Interior Elev '9 atlon-,KitchenlEntry-East z",: �; , :A. •` 3 - ,.e r ❑2❑jj I DWG.#' Scale: W=SW . x •`,�, ,^ A-0.D scale: - - n-0 _ .:' 1/2" 1a,�aa a F 1f as .� c GENERAL NOTES ............... ................. ................................- ............. ....... .............. ............-................ .......... .............. .................................- ........... ................ ... ........*.......................... ............ ......................... ...........��: **-:::::::�:::::�: :1 ............-...............- ................................................................. .....................................- ................ ........... ........................................... ............................. ............................... ................ ............ ........................... ................ .............................................. ......................................................................... ....................-............ .............. ................... ......................... ............................... ...... ....... ....----... ......................... ..................... ................-............I.......... ....--................................ ................- ..... ...... ........... ... .....I....................................................... ........... ............. ............I..................... .... .......I....................... ........ ... ................................................ .............. .......... ............. ......- ..... .............I................... ........................ ....... ........................- ................. .......... ...:............................... ............ ........- ............. ........... ................. ............................. 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................................................................... .......................... .............................. ............. ............................................................................. ............................. .... ................... ..................- ....................................... .............................. x4 ROUGH SAWN PINE WIPIGMENTEDFINISH ..................................................................... ......... .......................... .......... .................--............. ..................................................--................ ........................... ................................. .................................................... ............... ......................... .................... ....................................................******..................... ........... ......................................................... ................................. --........... 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ALIGN 514 ROUGH SAWN ..... ......................... I .....................:-.......... ............................................... . .................................... .............. PINE WIPIGMENTED U ROUGH SAWN PINE ............................................................................ ..........- .......... IGMENTED FINISH ................................. .......................................................... ............. ............ ...............-..................... .......................... ........................................ . .................................. //---nNISHG HWrrOP OF SLIDE CASING -TYP. 514 ROUGH SAWN PINE ,------ WIPIGMENTED FINISH /* 16L Ux , J:i: i I IrT LIGHT VALANCE 1 WICONTINUOUS F LIGHT RAIL REVISIONS ............. STONE BACKSPLASH •Teo. P, ............................ CUSTOM BUILT-K 1 ------------ ------------ ------------ ---— --- BOOKCASE M, E L dh 3e'SUBZERO METAL a"W'SUBZERO RE.F.W/ CUSTOM WET BA SUSZ.E RO UNDE COUNTER' LOUVERED VENT GRILL \---CUSTOM WOOD PANE!, \\--REFRIGERATOR WICUSTOM ,TO MATCH CABINET APPLIED METAL. ls��RME WATCH EL OVERLAY BACKSPLASHI -MATCH CASINETRY, -TBD Interior Elevation-Kitchen/Great Room-South 3 Scale:1/2" V-0" I S.t 2 MA Of . ..... .. CUSTOM CLOSET CABINET -x: V 'N' N. G CUSTOM CUBBIES t'!p BUILT-IN DESK - ---------- ----------- 21 ELIOT STREET NATICK.MA 01— DMCARCH.COM 1.01.7099 -9-1 1/8�. 3-13/4' V-3 1rr 71W 4.6 5/8. 7 lif X 1. •............ BARKER RESIDENCE ES J '4�'2 ----- -z �.11 k'�� - -�:n:I .,:: E ❑ E�' , ;- 1 3 ----- ------ ...... 167 MARSTON AVENUE --514 WOOD PEGS HYANNIS PORT,MA H IF,101""v �Ji'ili! F-77 DRAWN: KtB —2 j WOOD BENCH TOP SCALE: 0 -EiESCRIPTION: W/EASED EDGE V: ---------------- w �2-7 1121 INTERIOR ELEVATIONS -1 Partial Plan-Kitchen/Great Room/Dining Room Interior Elevation Great Room/Entry-West 4 DWG.I # Scale:1/4"=1,-0" Scale 1/2,,=1--0-- A-4 1 G N RA NOTES 1. 'r - _ - �M�a aenln'mc�i era NYr�albcro'y, _ ..... ........._ ..manawnaivwxrtnaect ulevra rsam'mmrym : wCmvmmrwas.nemma.a,n erm rTm';aM .............................."....._.._........................-_.. ...._... � srvaam-epmnn anus oewrga.Nap ae.aNa. �. r .__........................................................._...._.... ........_ .a aaauenrou 4elm�n u M Mwram mlaa ' vemum Maronnsn4 Oa maamave memp. a - 1x4 ROUGH SAWN PINE ... ._............. ......_ .. .... - ..... ........ W/PIGMENTED FINISH ........ .... ....... __. ............... ............ ...... ......- .. - ... - ................_... - .. .. ............................ .......... ... I :::::::.:� ..:..:... _.........._.............� ::: :.. tx—ROUGH SAWN PINE W/PIGMENTED FINISH ............ .. .... .... ................ .... ._... ..... .... .. 514 ROUGH SAWN PINE W/PIGMENTED FINISH - WREVISIONS: 'AA _ - I A ISSUE DATES: - � � � - Progreaa,Pr'ntrS3'1�2•-"R.ar7.�S 0 � r Interior Elevation-Family Room-East 2. Interior Elevation-Family Room North 1 P a- Sca le:1/2" 1'0" Scale:1/2" 1'-0" - I. A --- - 9 ��§sf y r .n - yr+ n 1we - * \ BARN DOOR SLIDING HARDWARE Partial Plan- Family Room 5 -FINISH TED ....._....... - . .. _............ A-0.2 - _.. .... .. Scale:.1/2"=1;-0" ._ .. IOT STREET ALIGN 5/4 ROUGH SAWN .... ... ....... ___-........... DMCARCH.COM P+F 588.651.7D • r ... - PINE W/PIGMENTED .... - .r.:: -'k .:. ., .'G :... FINISH.WROP'OF SLIDER�'.- .._ ..... ......... ... � ... _................. .._ Vq 31 EL r _; • __ .. . y CASING : - BARKER - RESIDENCE • r - 167 MARSTON AVENUE HYANNIS PORT,MA DRAWN: KtB - groat room - SCALE: 12"=1'-0" DESCRIPTION: : N ELL 0 r _ R ELEVATIONS . INTERIOR CUSTOM *BARN DOOR' .. -FINISH TSD .................................--------------- MM Interior Elevation-Family Room-West 4 Interior Elevation-Family Room-South a - .. Scale::1/2"=t'"Q" A-0:2 Scale:1/2"=�.-Or. 1 A-4.2 GENERAL NOTE. , .. w mG•M ��xe eat .. " • aeamH'„�wvne�n ea�.r�mcoW� 1X4 PG MIRROR FRAME- ., }. 1'STONE JAMB CUSTOMBUILT-IN _-'- - - LINEN CABINET W 3/4 STONE BACKSPLASH 1 1/4'STONE SHELF - .. 3/4°REVEAL trot tJo -TBD 1.'' . -CUSTOM VANITY W/ - 1, • Y WOOD NOSING 3 Y STONE TOP 'a - W/EA5ED EDGE TBD Fsl 4 1 PG BEAD BOARD • ,. TOM PG VANI II b 2 Y 1'STONE JAMB REVISIONS: do 16®7.423" 'P - Interior Elevation-Powder Room-North �1� Interior Elevation-Bathroom-North 2 O b - • a—s/e- _ -s � � � � i Scale:1/2" 1'= -0" A�.3 Scale:1/2"=1'-0" - 3'-T 7S 3re' LJ moe ,I ~314- >n ...«•.: _a. ISSUE DATES: Yi Partial Plan- Pwdr.Rm./Bathroom/Laundry Room Scale:1/2"=V-0" AB.3 ------ - __ a► x . Interior Elevation-.Laundry Room-North �� Interior Elevation Powder Room-West Scale::1/2"=V-0" A-0.a Scale:1/2 -1'-0"' - - - - 31 ELIOT STREET NATICK.MA 01760 - _ DMCARCH.COM P-P W&651.7099 BARKER RESIDENCE . 4 , • _ 167 MARSTON AVENUE .. 'HYANNIS PORT,MA - DRAWN: KtB . SCALE: 1/2'•-1W' ° - DESCRIPTION: INTERIOR ELEVATIONS DWG.# A-4.3 - GENERAL NOTES D�✓hmw ur�caru axe saw ^ ae�r�..wmr oimr.vm. . _ .. new ar"Dr�ruiiectem wl�mmpNw, mee a uewpa 12 10 CUSTOM T STEEL I � ANGLE NEWEL ' 12 " M I LINE OF HANDRAIL HANDRAIL L"•^,-• - - i LI_ ____ NE OF 2X72 STAIR '— / /^ STRINGER I i i i l i i / REVISIONS' / I i I ti I CUSTOM STEELY Partial Plan-Second Floor Stairs --NEWEL POST J Scale:1/2"=V-0" k j- :� A-rs.r I 31W STEEL ROD - - SECOND FLOOR , GUARDRAIL SPOT WELD UNDERNEATH . .. g NEWELS �• I ISSUE D T ogress Pnnt.B- 2 ?� 6. LINE OF 3/8'STEEL ROD RAIL GUARD ..L - � rmd Se[7up 2- P; 1 CUSTOM-L-STEEL : 1� 1 X380TTOM WOOD RAIL II ANGLE LANDING NEWEL Sat-R i d:7-2&72- TO MATCH HANDRAIL II 1 FINISH II. _ UNE OF HANDRAIL 6. O II FIRST FLOOR LANDING' A - D I � - 0 w _ N II 'm do 16@7 42W n LINE OF FIRST FLOOR - LANDING BEYOND "'��� LINE OF 2X12 STAIR I STRINGER o 1/I'BLUEBOARD W1 .. - r - _____ ____ _ __ _ _ ._c - 2LAVERS SKIMCOAT - FIRST FLOOR • v 3 Partial Plan First Floor Stairs - Scale:1/2"=1'-0" IIII=IIII -� II—IIII—II 2 TREAD W/EASED ED - - IIII—IIII E 21 ELIOI STREET NATICK.MA 01760 ` _ DMCARCH.COM P S08b 1.7WS . 7 II IIII IIII IIII II BASEMENT LANDING \ - . 2'.TREADW/EASED EDGE-!-----..3 _ 2X12 STAIR STRINGER $ -'I _ _ _ _. ____ _____ ____L____________ __ ___ ___ ____ pr - RESIDENCE _ - - BAR , U2'COUNTINUOUS 12' y :OVERHANG II IIII IIII IIII II _TYP. I 7p L IIII IIII I - LINE OF 2X12 STAIR 187 MARSTON AVENUE ^ m up 16, 7.423 STRINGER e ,• - HYANNIS PORT,MA 6 _-__-_.- ______ IIII IIII CUSTOM T STEEL' - . ANGLE NEWEL II II IIII IIII(I ` 1X_STRINGER TRIM BOAR �, 1* - - DRAWN: KLB -. 'I 3'{>1/8' II .. IIII—II x _ e SCALE: 1/7._1..: DESCRIPTION: : m e 1 y. IIII BASEMENT II—III—_ _§ IIII IIII IIII IIII—IIII IIII—IIII IIII IIII IIII STAIR DETAILS IIMI —2 = —IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII I 11=IIII=IIII=IIII=IIII—IIII—IIII—IIII=IIII=IIII—IIII IIII—IIII=IIII=IIII �1 Detail Section FirsVSecond Floor Stair Towards Landing 4 Partial Plan-Basement Stairs. Partial Section @ Stair DwG.0 - Scale:3"=1'-0" Scale:1/2"=T-0" Scale:1/2"=1'-0" A-5.1 3' - GENERAL NOTES: _ - aa.bgf em 9eaeuvme ' , ati"�awarya0.'Mua eoem aemixvu e eMWeeuW cmcena@N�'N9eeuw erh to tlu' . .. wa>+MmiroaergeMq ee ne0u s.2 i I G I . SB' 15/8' SIB' .. µM CUSTOM STEEL'T' oe '.NEWELPOST - REVISIONS: Custom Wood Handrail 3/a'STEELROO GUARDRAIL . SPOT WELD UNDERNEATH ° �. 0 NEWELS ISSUE DATES: Pmgr P F e-Revises: -1,zt. .0 1X3BOTTOM WOOD RAIL e - ' w+^• TO MATCH HANDRAIL - F - FINISH - i?BLUEBOARD W/ l LAYERS SKIMCOAT - 2'TREAD W/EASED.EDGE—/ FIRST.FLOOR It ELIOT STREET NATICK,MA 017W DMCARCH.COM P-F W8-1.70 ' ZXI2 STAIR STRINGER BARKER RESIDENCE 167 MARSTON AVENUE HYANNIS PORT,MA DRAWN: KtB SCALE: 1/2'•=11-0 ————————— -------.-- DESCRIPTION: , STAIR DETAILS Detail Section�Basement/First.Floor Stair Towards Basement Stair LandingSedion�Basement/First,Floor Stair Towards Basement Stair Landing. 'Scale:3"=1'A" - - DWG.a A-5.2 1 GENERAL NOTES' ' ., y mimu,e�q u�,Mbrusaw • ' _ �rn v�ppwair:emm�a�e,.�tlpq mvaga pa� . - .. vnsucem�emrnmma aqa 1 SIMPSON SSW21-8:STRONG WALL " - W/SSW21.1KT CONNECTION KIT @BASE" - W/1"DIAM;THREADED ROD W/SIMPSON 3-2X6 2-2X6 3.2X6. S.E.T.EPDXY«16'EMBEDMENT COLUMN UPON OLUMN UP COLUMN UP/DN - - SEE DETAILS ON SHEET S1.04 3-2X8 3-2X8 COLUMN UPON COLUMN UP/DN 3-2X6 COLUMN UPON 0 .. _..._ w 4. 2-2X6 COLUMNUP/ON _ 1 - - REVISIONS: 2-2X6 ` 4 COLV MN UP/DN 3.2X6 _ BCI 11 7/e"AJS20 16'OC. 1-SIMPSON SW24-8 STRONG WALL 3-OLUMN UP/DN 6 „ - COLUMNUPIDN COLUMN UP/DN - -SEE DETAILS ON SHEETS7.04' C - ............. •. . ' 11 3/4"X9 1...LVL BEAM(DROPPED) - - . _. ............ - 4x4 HSS 312'x312Y1/4" 3-2X4 5531001?xt/4' 32%4 2-13/4"X71/4"LVL BEAM COLUMN UP/DN - DROPPED) COLUMN DN COLUMN UP COLUMN ON COLUMN UP 32X6 - - 3-2%6 2-2Xfi COLUMN,UP/DN .. . COLUMN UP/DN COLUMN UP _ ISSUE DATES: BCI 11 716"AJS20(d 16"OC. Progress P"t 12 � y - 1SIMPSON SW24-8 STRONG WALL SEE DETAILS ON SHEET S-1.04 3-2X6 4-2x6 312x61/7 PSL 3-2x4 COLUMN UP/DN COLUM130P/ON COLUMN UPON COLUMN ......._. 2-2X6 .._:... ......... ........... ............. r . ✓ .:.. .: '- 41 3/4"X9 1/4"LVL BEAM'(DROPPED) 3-1 3/4x1.t 7/e"BEA COLUMN ON M ����� 6.6 PT �J, Q� (FLUSH) - COLUMN UP/DN 4 '2.2X6 I /I' w /r\ COLUMN UP - 1,p COLUMN UPON OF M 1 '.. 3.1 " COLUMN ON 2-1 3/4 X71 7/8"LVL BEAM (DROPPED) mN .... LL 2- 6 HSS312'x312-xt14" - - COLUMN UP N COLUMN DN - - BCI 11 ..A 22X6 JIS20 'S I. HSS 312"x312-x1/4' "I 6.6 PT- - - 21 ELIOT STREET NATICK,MA 01760 ` i COLUMN UP/pN - COLUMN DN - DM 50 CARCH.COM PSG 8.661.7059 •, .., ._.fie, Y _ ,.. COLUMN UP �13/4"X91/4"LVL BEAM(DROPPED) -' ^ /� �/a _? 3-2X4 4-2X4 HSS 312'x312'xt/4 - BARKER COLLMN.UP COLUMN UP COLUMN ON - t. RESIDENCE COLUMN UP/DN ,'COLUMN UP/DN - 167 MARSTON AVENUE ! - HYANNIS PORT,MA Bci 11 7/8"AJS20 16"OC. ' 3-2x8 COLUMN U DN t DRAWN: KtB SCALE: 11" 1'1" 'r$ DESCRIPTION: 2-2X6 ...:...:` ... :............. ....:... ...:..:. COLUMN UP/DN - w FIRST FLOOR FRAMING PLAN •. - 2-2X6 ~.12X8 2-2X6 - 2-2X6 - 4. COLUMN COLUMN UP/ON� COLUMN U/DN 1.0 - e COLUMN UP/DN COLU � COLUMN UP/DN r... -.. .e . A. 0 Proposed First Floor Framing Plan Scale.1/4 -t owG.u " rENFRAL NOTES F _ 7 3/4"X9 1/4"LVL RAFTER PER SIDE OF COLLAR TIE - - AS PER PLAN 4-S/8"DIAM.A307 THRU- ---- _ ---- X1O COLLAR—AS PER PLAN BOLTS'SPACED AS SHOWN "'hhh 1SIMPSON SSW21-8 STRONG WALL W/SSW21-1KT CONNECTION KIT®BASE j - W/1"DIAM.THREADED ROD W/SIMPSON 3'3X6 _ �' ,2, S.E.T.EPDXY 15"EMBEDMENT COLUMN ON SEE DETAILS ON SHEET S-1.04 3-ZC8 HDR .... .. .._ 0 ¢. -. - -,. - O O 3.2X8 }2Xfi (= COLUMN ON - ' COLUMN ON 3-2X6 - Jl _ I I COLUMN ON A 3-2.8 HDR. w.� -- DETAIL/RAFTER TIE CONNECTION a Scale:1 1/2"=1•-0'•. - REVISIONS: di H w 2 •� I ..y .` .:. }2X6 w.w 12X'10qEILINGRAFTERS &2X6 `7ki ;,.,,< - ..a' 1-SIMPSON SW24-8 STRONG WALL }2X6 }2><B.HDR. ' - ... ^•'w - - -SEE DETAILS ON SHEETS-7:04 COLUMN ON a u,y 'r' • a 16"OC. :.rA COLUMN DN COLUMN ON .._. _ - . .. }2x8 HOR. R:3-1 3/4iX7 1/4"LVL HD 'I - . - -. COLUMN DN .. ._._-1--- ..... _. _ -.- R�.. 4x4 - - 3- 3/4 X9 t/2 LVL H ...."- - 111 3-2X4 i t. 2-2X .4 _IA I - HO 0' COLUMN UP/DN COL N ON - COLUMN ON COLUMN ON �8 /=i - COLUMN ON' .. .._ / 10 COLLAR TIES ERV(4)ROOF RA TERS .. EE DETAIL(21S-1. FOR FASTENING - ISSUE DATES: - �: -- ---- ---- ---- --- _ --_vp Pm9r—Print 46-12 rin P grew Pt 6.14-12 P.-it Set 7-2-12 1 I _— }2X6 ::I �\ 1 . - 1SIMPSON SW24$ COLUMN ON STRONG WALL - - - '.,.:.... ...,_ww_.._ � � -• . SEE DETAILS ON SHEET S-1.04 - : a. 3-2X6 4-2X6 12X61 PSL"32X4 COWMN N' COLUMN SIN TN COLUMN DN '- - _ _ Q . ... }1 3/" 1 7/e"LVL HDR. F USH i _ � ..., � •. - . _ 3-1 3/4"X9 52"LVL HDR: 51MX51/4 PSL. ♦ . r '. '� -2X6___.---' 5909 2.2X6 ,p. Q COLUMN DN ' § :; COLUMN UP p ....: , .. COLUMN ON '" _ TON.�COLUMN'UPION - _ I, I a ... �c ,.A \lJ __ _ .. 2-2X6 2-t 3/4"X1 t 7/e"LVL BEAM: - . ^ _ COLUMN UP/DN '2-2X6 - X % COLUMN ON m 3 - r 2-2X6 # - �A 6 COLUMN ON O ...... : BCI'11 7/8AJS20 16 OC. - y 4-2X4 20MCARCN.CO6 A 54 TICK 1 M VF 6.66.1099 �.4'-33/4 8-71/2" COLUMN ON I - " 2-1 3/4•'.x 71/4•'.LV1_HOR.�---COLUMN UP/DN • _ Bcrllne••uszo 1s'•oc.4-zxa `. 3-zx4 3-x.6 BARKER COLUMN UP COLUMN DN 1 COLUMN 0. RESIDENCE O II:.a O COLUMN ON m r. O COLUMN UP J 767 MARSTON AVENUE N 7o J C.11 7/8"AJS20 16"OC. HYANNIS PORT,MA .;DRAWN: Kt0 Lj 3-2X6 - COLUMN UP COLUMN ON-- n SCALE: 1/4"=1'-0" _V 'a m 2 2X6 }2 DESCRIPTION: COLUMN ON COLUMN'INN 2-2X6 BCI'117/8•'AJS20 16"OC. a -rn - .. COLUMN UPIDN ^.: , HDR. - 3.2X6 2-2X6 3-2X6 2-2X6 - SECOND FLOOR FRAMING PLAN - COLUMN ON COLUMI,UP COLUMN ON COLUMNUP/DN - &Proposed Second Floor Framing Plan t D•: _ DWG.# S-1.2 ' _ GENanA NOT 6 .. .. - - m�ro«ryo O.Nmed taa�m ANtl xm eel - :aup�aehM wbd am YAW resat es yma ' _ eq�.wmolms.YaMrwtta'a'aiYaaN'ia�n e�'ryN " opt onp.e'awpa,eap maaaga, . ammacaLL Da rw�M,aa ' muwapm nn uwK. - ... 2-1 3/4'X -C�2-1 3/4"X ,: 6 1/4"LVL U _.._ryr_ 1/4"LVL ` O Cl 2 1. - I - K 0...:..a.......... .: �2X6 RAFTERS(16; T 3/4"X OC. .. - 7 2 c� O 1/4 REVISIONS: LVL 1/4"LVL @J O W - 2X6 RAFTERS 16".OC. I J -" � 2 � 6 e " 6 10 x = X 1; 2X10®16"OC r 2'-1 3/4"X 1 3/4'7( 1/4"LVL 1/4"LVL 3 Z2X70 RFTS 3 ._ i +i?]S w F� w 2X12 SHOE 2X10(�16"OC / .IEE �, 3 y0 m2 2X10 RFTS. X fill K X X X X.. 21 0 o 021/2' A 9\a}^' " 2.2X1O RAFTERS i N X yam.2X111 16"OC 2X10 16'OC •ZX10 16 OC 12Xto t6 OC , - . 3111 �'II �i I.., CAI .. ISSUE DATES: o N ......... .......1 3/4"X 11 1/4"LVL RIDGE BOARD(BELOW) o'- - - Prine 12 ....., cXv..:.1 3/4"X 11 1/4"LVL RIDGE BOARD- Pmg,— o 2%10 t6"OC2Xt0 16"OC X ,20� 2X10®16 OC. t2 SHO 2X10 16 OC. -- 2X6 RAFTERS ts"OC.'- v '> > 2-2X10 RAFTERS I4 �' e e .. X P x is >i +� '2zto�l6"OI: ®X.3''' 2X10@t6"OC. -. m S•t.3 -2X10 RAFTERS m m m s ' 6 32X70 RAFTERS �� C2%e m C, .� ..-. _ (BELOW)KNEE = O - �OLOUMN DRAFT_ IDN 2-2X10 ERS _ OLUMN DN_ a WALL ABOV -@J ,e X� U � X¢ o� - m Q m rm 6 RAFTERS®.76"X. 'n X N N « a.-:.•. 3. :: X m 2-2X10 RAFTERS %r A-3.1 COLUMN DN` - - p 2X6 RAFTERS 16•'OC. 2-2X10 RAFTERS y'0. �. - • X, .. 2X6 RAFTERS®16"OC. O - n : I ,.: x - .. N. ' 4X6 21 ELIOT STREET NATICK,MA 01760 OLUMN ON X ; 2X4- - DMCARCH.COM P•F 506.651.7U95 d-2X6 COLUMN DN '• - COLUMN DN - - '- - 2-131W'x 71/4"LVL HDR. BARKER 2-2X10 RAFTERS y RESIDENCE S 3-2.6 - J COLUMN ON 2Xt0 16"OC. I 2-2X10 COLUMN ON 167 MARSTON AVENUE - O - _.. HYANNIS PORT,MA as 61/dX61/d P6L 3-1 3/4"X16"LVL RIDGE BEAM ` a��61/d%61/d P6L m COLUMN DN. -:; I II .:: - .::.: _—_3_ COLUMN ON - DRAWN: Kta r s • _'2X10 COLUMN DN_.... - -" oS 1/4" 3-2K6 - DESCRIPTION: COLUMN ON 2X6 HDR. 3-2X6 HDR. 3-216 HDR. . - ROOF FRAMING PLAN ' 2-2%6 6 2-2X6 2-2X6 - - COLUM DN 10 COLUMN DN COLUMN ON 2X6 RAFTERS 161•00. Proposed Roof Framing Plan Scale.1/4 =P-0" - - - - - DWG.#. S-1.3 p GENERAL NOTES: These drawings antl specifkarbns shad - pin the sole and exclusive property of D.Michael C.Q sArahtecfs as ns�Umenfs PLYWOOD PLYWOOD t Nldrawings secllonsof ' RIDGE BOARD LSTADG 85TRAP SHEATHING SHEATHING - - tl 9.d taus antl assign concpph t PLYWOOD WIND'PROVISIONS n.0 u:ad nly1. P'xposemlended - TOP SHEATHING ROOFRAFTERS. ROOF RAFTERS dshaa nor pa caawd, PLATE - mr^Ar n1r cr an -COCODE:l50 CMR 8TH EDITION(IRC 2009) dedorreusetl al another sit.without -BASIC UNDOW SPEED:V.100 MPH(TABLE R301S(4)) the e ROOF RAFTERS 51MPSON H254 SI pressed written consent of the MPSON H2SA -EXPOSURE'C' Architect. KING 8MPSON H25A HURRICANE TIE HURRICANE TIE - -WIND DESIGN METHOD:AF4PA WOOD FRAME CONSTRUCTION STUD HURRICAN TIE EACH RAFTER EACH RAFTER - MANUAL 2001 It a the resporemiry of me Conhpcfato EACH RAFTER view these dhw rgs and,epe,,any enar, WINDOW ar tliscrepandes on the drawings,ma CONTINUE NAILING/SHEATHING SCHEDULE draw HEADER PLYWOOD rgs.detaus.or pssociprea sketches to - CONTINUE TO TOP PLATE the-hi-ct before consrrucnon has . JACK CONTINUE ee.Do not scale Oho thgs. " TO TO P •ALL NON SPECIFIED SHEAR WALLS TO BEIE'.MIN-PLYWOOD(or) STUDS - CEILNG JOIST— TO 10 P CEILING JOIST RIM 80ARD - TO TOP PLATE - � 05B w/Sd NAILS-6"oc.EDGES/12 ac FIELD � T - TO TOP PLATE 51MPBON STUD h"PLYWOOD - A PLYWOOD )S"PLTWOOp -ALL INTERIOR WALLS TO BE,f"DRYWALL,w/SCREWS T"oz./12"o.C. ROOF RAFTER. BEARING SHEATHING STUD BEARING SHEATHING STUD BEARI SHEATHING ' LSTAP 18 WALL WALL .WALL (DO NOT LAP) -ALL SUBFLOORS TO BE%"MIN.PLYWOOD or 05B w/8d NAILS-6"STRAP + - oz.EDGES/12"az.FIELD ' \STRAP OVER RIDGE LOAD TRANSFER AROUND WINDOWS - ^ -ALL ROOF SHEATHING TO BE%'MIN.(24'5PACING)or J¢"MIN.(16" / HURRICANE TIE w/OUT CEILING r \HURRICANE TIE w/CEILING ��HURRICANE TIE w/PLATFOF21"I CEILING SPACING)PLYWOOD or 058-ed NAILS-6"oc./12"oc ALT.2 x 6 COLLAR.TIES RO. KING STUDS REO. STRAP REQ. o 7'OP A OF GABLE.-32"oz.' 3-6" (1)2— '-. NO w 8-0" (2)2x NO Typical Hurricane Details •, -. <12'_0" (3)2 x YES N.T.5. - - /r SHEATHING - - - - - REVISIONS: STUD WALL" STUD WALL 7 i - �RIM JOIST 1S".SHEATHING - 000BLE 2 x 6 3".a 3"PLATE - SILL WASHER(SIMPSON _ - - FLOOR JOISTS _ - _ BPI/2-31 DOUBLE TOP ... t REINFORCED I ANCHOR BOLTS - PLATE CONCRETE ®� - . STUD WALL FOUNDATION w„p- 4--0"'oc. `FLOOR TO FLOOR LOAD TRANSFER - FLOOR TO FLOOR'LOAD TRANSFER ' ISSUE DATES: . ��. •. - � .. _ -_ Permit Set-Re:vlaed-1-26-12 Typical Wind Tie Down Details N.T.S. - - a DRILL 2"CAME PLACE SSW PANEL OVER THREADED - DE=P HOLE OR NOTCH RODS AND SECURE WITH HEAVY HEX 2"x2'xl"DEEP MAX.IN NUTS(PROVIDED). USE SHEATHING<RIM JOIST. 11/4"WRENCH/SOCKET FOR 3/4"NUT - - o' o 0 o 5/5"WRENCH/SOCKET FOR I"NUi . WET LOWER.NUT FLUSH NUTS SHALL.BE SNUG TIGHT, - ^ .. WITH TOP OF SHEATHING. 4' 95W BASE PLATE SHALL '', ...DO NOT USE AN IMPACT WRENCH. SIT FLUSH e LEVEL ON NUTS `. �. .. -... SIMPSON A34 EACH SIDE : �4 SOLID BLOCKING BELOW ..I STEEL STRONG-WALL _ - - Q rh It— WOOD FIRST-FLOOR QN' WALL CONNECTION KIT MA ooerEHrs - .A II 11. II II 1� ' COUPLER NU AND THREADED 4 21 W5W21-IKT EACH KIT CONTAINS:. - - RODS(.INCLUDED ^ I (1) SHEAR TRANSFER PLATE - - n WITH SSW'11e-IKT) C.- 24 SSW24,-IKT ( ith-14 SCREWS)' - - .FGR9•o 12'BLOCK DFrms - ' (7) 3/4"x15".or I"x'IS"THREADED - .. SIMMN cs+e 9TruRS REouIRED - 21 ELIOT STREET NATICK.MA 01760 5ST53. 'e '005(A5TM A3e.) '�' - WIN tam+'/a NAILS Wo+se.I sl - DMCARCH.COM P+F 508.651.7099 SHIM BLOCK HEIGHTS GREATER (21 GOUFLER NUTS -- -• (2) HEAVY HEX NUTS TnnN 9'AND UR To+P B NNL91N1'O BLOLx - - INSTALLATION INSTRUCTIONS - SHIM BLOCK WJLER SnsD BARKER " $HIM BLOCx HEIGHTS GREATER 'ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY. iINN+o•ANDw TO tz^ INTERIOR ELEVATION MODEL 55W'ie-IKT. EXAMPLE:55W21-IKT _ arw LSIMO BLOCK - RESIDENCE 3z FLAT SHIM BLOCK to1NTo95w-LERMID LTP4.SPACING 4x SHIM BLOCK.-'. _ BY OTHERS - ATTACH WITH SD%"x 4}'j' ATTACH SDS 5GREW5 SCREWS TO SHIM BLOCK TO SHIM BLOCK INSTEAD OF SDS"x M" 94 SCREWS TO - o e o o PANEL!PROVIDED SHEAR TRANSF=R - SCREWS PROVIDED. DRAWN:CO Id WITH SSW'11-IKT) PLATE. (PROVIDED STEEL STRONG-WALL O O O O ADJACENT FRAMINGO O O O WITH S5W'ie-IKT) 95U121x11 - BY OTHERS RIM o1sT BLocaNG 2x FLAT SHIM BLOCK 42i.SHIM BLOCK " DESCRIPTION: SSW •.� - _ ____ _ __ - 4x SHAPED .'. JOIST HANGER SHIM BLOCK CRIPPLE SHEAR WALL, (IF REQUIRED) - (IT'MAX. BLOCKING AND-STRAP " STRUCTURAL - DEPTH BY OTHERS AT TALL END) LTP4 SPACING .DETAILS BY OTHERS " ll%"TJI.110 a 16"oc. ATTACH SDS SCREWS led COMMONS I ..• I I a. a 15 ERE FRAMING SC CH SD5 TO BLOCKING -r.' SHEAR TRANSFER INSTALL. TO WITHIN ,. SCREWS.. 'a.o {TO FRAMING ( I INSTALL BLOCKING WITHIN ADJACENT FRAMING, (NOT PROVIDED)"- "OF EACH END OF 95W.. O' �T- D ACEN7LOCK O O O O B7OTHERS BY OTHERS BLOCKING DEPTH SHALL' - _- FRAMING (LTP4 SHOUN) -MATCH FLOOR FRAMING. '"""'. ....... BY OTHERS .. EXTERIOR ELEVATION SECTION RAKE WALL CRIPPLE WALL . DWG.# Simpson Steel Shear Wall Details Above Wood Floors Top or Wail Height Adjustments C_ . /� N.T.S. - J 4 4 L i k NOTE: CONTRACTOR RESPONSIBLE FOR ALL FRAMING DESIGN IF REQUIRED. aRRAsr caNaaETe .� VEWFY WE W/MMW � iE " - ` _ RE1/0VE EIOSING OONC. /J . i• WALL AS REOb FOR / l /"w m REIM r 7 N / E7OSING CRAWLSPAAAG��E--��� S J m REWN O 0 Ld RE>ravE Ef4SING ooN¢ Q N Ld�. won ABOVE ft"MR LLva WALL ARNE RDORElm DEW LEVEL ----- ----' As REab —-—-—-— —-—-—-—- -—-—-—-—-—-- --- AS nEa'o----- Q oLd a a� I Y I d o nI --------- --------- _ - - - � � - — � L - - - - - - - - = - -�—%W -� — — — SNE�F SWFM � z Dw SM FOR .. FRALmm - SZED MR V,J FRAYRIG 8' 11' - — — — J ell" FRAM \ r _ - rL — /> NEW FOONMTM WALL g 1• .. lOP OF WALL 0 2>L'BELOM Ld Alm FOOTINGS SOP OF WALL 0 24 eam NEw TO WALL DOM SUBFIDOR,TV. z > Q E7OW SOBFLDOR.TV. "o E0.1 E0.1 z W Q E01 EO.2 Q Z Uj OF MY - OF MY Vjyl O Z LL r Z OF OJWNG NUN _ sw mom A 1 0 - - AS REO'D - . NOTE: CONTRACTOR RESPONSIBLE FOR ALL FRAMING .DESIGN IF REQUIRED. NEw m ffm NOTE: ALL INTERIOR DETAILS BY OTHERS t5.-10, 2' ±9-11 5/16'V.I.F. : 7'-1 1/r 3'-4 5/16' - EQ. Fo. COORD. W/ INTERIOR DESIGNER tax V.LF. • HATCH DENOTES NEW WALL CMC ROCTION ALL INTERIOR DETAILS BY ORIQtS - - x ----------------------- ------------------ g -- 51WG-WALL_ ———————- I I I - 36'�7 fD2 3b•-6 7 EU I "P VLF. V1F. BlF1T-N W9mON'SFAT ~ r -- — — ------------------- — — ----- BATH (DIU] O BATH w/owlwLxs mDw I - - - axT-N aDsm I - PEDESRL SW w/DRAWERS mm. - - I 3D•oaaR . O �'LxxwR , ol V.IF. I MALT-I BOOKCASE LINEAL 4•-0' 4'-lP LNEN AB HEADBOARD OF Al SIIEIF ABOVE H I N I � - � Z _7 I - - - - - - - - - - - - I I N BEDROOM BEDROOM I 5 HAND�1D W - DRAW BASE W/ . -SEAT SHOMFN HEAD BOOKCASE ABOVEWAIL Cwu 1 RFETtlG.BELOEI/ A3.1 I I o 3 I 32'DOOR — 32'DOOR I N A31 r7 I I 3r om 3z Dom I I HATCH DENOTES E TRY - - I I WN WAi CONSIRUCI,ON r _ I � w CL ui Tn U- ao� = ;, I I ---------------- ---------------- L — — — —-_——---- -- ------------- {'-5 1/2' — — — �, I 3'- IT 4-5 1/2' 4-5 1/2' 3 LiJ pj DC IR 2 I ' I Lli f0lFBl=lW A4.1IIEw BAY _ NLw BAY Q Ell Ell Lij E11.Y AY Eol Z LLJOF BAY OF F-KEY � moo£ 0 EXISTING TO REMAIN OU 4 2 BLIAisIOIIE PAYING s B ® NEW 'CONSTRUCTION A3.t A3., _ A3.1 A3.1 Al . 1 I I I I I I I I - I I - I I I I I I I I I I I I I I • I I I I I I I I I I I . CONIIMIOUS RAGE.SOFFIT N I AND EAVE VENMM TV. z I o N I I W ' I I I I F I I O N I .. B4➢Eltlle.CEDAR SWIM OVER CEDAR BREATHER OVER fm O BUADW PAPER,51r EAT FLY >- x SNUnM DV. WEE DAY I MEMBRANE.SU-AX93K AT ALL < mm WALL V.A111CIION%EXIETOS - zt7i I ; FROM METAL DRIP EDGE TO Nr 5 N m N I I eEmND MvraaoR aMe Frafsl(1YP.) � W�'\ lox CLTIT WJ -.j JFl T- p cn W ------ ------- z W Q w zW Q :l z Al . 2 WINDOW AND EXTERIOR DOOR SCHEDULE: �""S"'" '�°°F 2,01E'° �"R MARSTON AVENUE COTTAGE ROOF RAPE G. ROOFNG MATCH Dasm. ROOFING MATCH DOSVAT. V.LE W.F. - COORDINATE SHEDULE WITH DRAWINGS FOR SIZE AND OPERATION, REPORT ANY DISCREPANCIES TO ARCHITECT. NAME NOTE MANUF. PRODUCT SIZE: W x H 1 z OA DOUBLE HUNG PELLA 2557 R.O. 2'-1 3/4' X 4'-10 7/8' O TRANSOM PELLA 2517 R.O. 2'-1 3/4' X 1'-6 7/8' Is wom amERs w/ COPPER IFAM TYP• © DOUBLE HUNG PELLA 3353 R.O. 2'-9 3/4' X 4'-6 7/8' Op DOUBLE HUNG PELLA 2553 R.O. 2'-1 3/4' X 4'-6 7/8' O DOUBLE HUNG PELLA 2547 R.O. 2'-1 3/4' X 4'-0 7/8' B B B B B F SIDELIGHT PELLA 1881 R.O. 1'-6 3/4' X 6'-8 5/8' FB 11 Oj ENTRY DOOR 3'-0'X 6'-8' NOM. IE ❑ 2 FRENCH DOOR MIN. 32'WIDE NOM. BY CODE El Fuwmegum W/ PRAWER CAP TRRF,TAP.Flm 1 Pm.WOODPeuA wom w om PER SCHERM TV.TRIM np. . - ' E74SRIG GRADE N z FRONT ELEVATION �."°°°"'�'°� WINDi CEDAR t—m�`E PANE>s PA WATER10 WOO � DIKE N 5 W a, CEDAR SHINGLE ROOFING O O (V r7 0 z Cn m�.p Q �L �Q W au wmo am m w/ W p cn COPPFIN LE403 S,TV. - W Z ASO CCAP Tw T.RK Q w ZOw ¢ < PELLA WOOD WINM PER SCHEDULE TYP. U) z N � � 0 - - - - - - - QO Q >¢ L—LK OF NEW MAX"Avro CEDAR%DMA OSE °0 sm D .CRAW SPACE BACK ELEVATION A2 . I CEDAR SHINGLE CEDAR SHINGLE PID.WOOD TRIM TYP. APPLIED RAFTER TARS 03SIMG ROOF STING ROOF SLOPE V.LF. SIM W.F. — 12 12 8 8 i KM - CEDAR SHINGLE LE - - i SNAG 2 2 CORNER BOARDS W/ PLASTER CAP TRW,TAP. -LINE OF OWING DAFT LIE OF E7OM _ GRADE GRADE MEN BULIOEAD O N 5 W �44 RIGHT SIDE ELEVATION LEFT SIDE ELEVATION CEDAR SHINGLE - CEDAR SHINGLE x ^�I o Z �cV O N map W p c/T W Z w F F Q w PID.wood PIASTERS :M.woad MASTERS O w Q V) Q zv z z QO of � U 75; _ DIIR.SFTOIff RASE BIJEmm RASE ENTRY SIDE ELEVATION ENTRY 'SIDE ELEVATION A2 . 2 NOTE: ALL INTERIOR DETAILS BY OTHERS. CATHEDRAL CEILING CATHEDRAL CEILING COORD. W/ INTERIOR DESIGNER rj HE / €c BEDROOM ENTRY HALL BEDROOM BATH ENTRY HALL � SECTION 2 SECTION CATHEDRAL CEILING CATHEDRAL CEILING ' o N 5 mm Mal o 0 O o x BEDROOM ENTRY HALL BEDROOM ENTRY HALL BATH U I SECTION SECTION N N Elf3 4 c� Li�.� w w Qu m T1 o N COORD.NDDK W/ INTERIOR DESIGNER LLI Ld ® I w Q ZO LLI Q (n Z Vff BEDROOM BEDROOM BUILT-IN CABINETS AND PIASTER CORNER VAN DOW PLASTER CORNER DOOR SECTION VANDOSEAT.COORD.W/ SECTION SET IN EXTERIOR WALL SET IN EXTERIOR WALL 5 INTERIOR DESIGNER 6 BEYOND. BEYOND. A3 . 1 y • CEDAR SHINGLE ROOFING OVER CEDAR BREATHER OVER NOTE: BLDG.WOOER OVER GRADE CONTRACTOR RESPONSIBLE FOR GRADE PLYWOOD SHEATHING OVER OVER DAM NEW BAY FRAMING. AT ALL FRAMING DESIGN IF REQUIRED. ALL ROOF RIDGES,VALLEYS, EAVES AND EXTERIOR WALL JUNCTIONS, EXTENDS FROM METAL DRIP EDGE CEDAR SHINGLE ROOFING OVER TO 36'BEYOND INTERIOR GWB CEDAR BREATHER OVER FINISH (TYP.) 30/BLDG. PAPER OVER%'EXT. GRADE PLYWOOD SHEATHING OVER R-38 INSULATION EXISTING ROOF STRUCTURE. 36'ICE CU7ITIN000S 2'AIRSPACE DAM MEMBRANE,SELF-ADHESIVE,AT LEAD COATED COPPER ' ALL ROOF RIDGES,VALLEYS, EAVES LINED WOOD GUTTER W/ AND EXTERIOR WALL JUNCTIONS, COPPER LEADERS TYP• EXTENDS FROM METAL DRIP EDGE 6- TO 36'BEYOND INTERIOR GWB FINISH (IYP.) PTD.CEDAR TRIM R-38 INSULATION El CONTINUOUS 2'AIRSPACE CONT.SOFFIT VENT PTD. M00 PANEL , e e ' CAULK AND SEAL ALL W/INSECT SCREEN �� JOINTS AS REQ'D PTD.CEDAR TRIM � PTO. CEDAR TRIM LEAD COATED COPPER PTD. CEDAR TRIM LINED WOOD GUTTER W/ �4. COPPER LEADERS TYP. - J4'GWL WITH PILASTER BEYOND VENEER PLASTER NEW EAVE CONSTRUCTION AS REQUIRED E)OSTI NEW 2X4 FRAMING COORD.W/INTERIOR CONT.SOFFIT VENT DESIGNER W/INSECT SCREEN PTD. TdcG SOFFIT NEW CEDAR SHINGLE SIDING Oi N Z L4 EXISTING STUDS O ina, 5 ILLI h � R-15INSULATION w h O O N _=a NEW SHEATHING AND SIDING I NEW WALL CONSTRUCTION: OVER EXIST.FOUNDATION' CEDAR SHINGLE SIDING ON T WALL VAPOR BARRIER ON V EXT. ^ GRADE PLYWOOD SHEATHING Z of O x ON 2X4 STUDS WITH R-15 BATT INSULATION W/AIR INFILTRATION O Q I o NEW 2'RIGID INSULATION NEW FRAMING AND FLOORING I BARRIER W/Ye'GWB VENEER Of U N Cc_I I ALIGN W/EXIST.FLOOR PLASTER TYP. W NEW CEDAR WATER TABLE PTD. CEDAR TRIM BLUESTONE PAVERS' N Ljj = STOOP FOOTING AS REQ'D L�.I — SLOPE TO DRAIN Q —NEW CEDAR WATER TABLE CAULK AND SEAL ALL SLOPE TO DRAIN Q W Q U JOINTS AS REQ'D 3 a- Q u) ffNCAULK AND SEAL ALL JOINTS AS REQb ..d 4 EXISTING FLOOR —NEYNiFOU ATION WALL w NEW FOUNDATION WALL— STRUCTURE -EXISTING F NDATION WALL - - - I-II a III m ° ICRAWLSPA CRAWASPACE I IIII —I I I I— w L EXISTING —III— a ° _ _WAIFROOF VAPOR BARRIER WATERPROOF VAPOR BARPoER — III I Z CRAWLSPACE III—III—III a• _ UNDER GONG.SLAB —UNDER CONC.SLAB_ w -� I—III—III I em LINEOOFE a G >=F�'NDARON I I—I 11-1 I a TIT _ I I a I II I i l III _ I -1� III—III1 I —III w W a I— 1 I-1 I I I g III—III - RIGID INSULAION OVER _ IRIgD INSIIILATION OVERT —III Q IBY QDOEDOFl G AS REQ'D —I I —=WATERPRBYQOFING AS REQ'DI 1-11CODE Q z N _-- 111=111=1 11 a ° I =1 I o a 1 I 1111 11=1 1=I 11 U) z —III1 I =1 I I -1 L I=1 I -1 I ° ° aQ I a a aLF11 I I-1 ° I I -1 I I-1 I -1 — < O Q _ III—III—III—III—III—III—III—I =1 I I—IIII I VARIES EAgR1BAY III—I III—III—III—I SEE PLANI-i- 1 SECTION @ EXISTING WALL 2 SECTION @ NEW BAY 3 SECTION @ ENTRY Aq . SCALE: 1°=1'-0° SCALE: 1°=1'-0° SCALE: 1°=1'-0" 7 3/4• 8'-10•F.O.S. 4'-5• 4'-5• N ' WINDOWS AS PER SCHEDULE 3/4• 3/4• CEDAR TRIM 3 •CASIN 3 •CASING PILASTER � € f1'-6•EXISTING fiJ-0•EXISTING 34 PTD.CEDAR PILASTER 3-•CASING V.I.F. "' CONTINUOUS SILL BELOW (aj:)LTYP11CAL RAKE DETAIL EAVE © 1 '-6" OVERHANG g SAVE C� 1 '-0" OVERHANG (Dj;"LAW ETAIL © NEW BAY 1-1/2"=1'-0" 1-1/2"=1'-0" 1-1/21 -0 '-0" WTL.FLASHING PTD.CEDAR WATER a n TABLE-SLOPE TO n N DRAIN N Z O N 3' S m W \ CAULK AND SEAL ALL + it SON, JOINTS AS REVID 6• �4" PTD. kz" PTD. MDO PANEL Nm.INSECT SHIELD CEDAR TRIM o U/2 3/4• 4 PTD. CEDAR PILASTER a == I Q o V) m V L<� (DEAVE ©—NEW BAYS DETAIL © WATER TABLE EAV2 —1 —EoNTRY MD02 PANOELS Ca? NEW BAY a kQ 1 1/2 -1 0 1 1/2 -1 0 / o a o� w z LLJ W ZL Q � F- z vS � Q • NOTE: CONTRACTOR RESPONSIBLE FOR A 4. 2 ALL FRAMING DESIGN IF REQUIRED. NOTE: ALL INTERIOR DETAILS AND LIGHTING LAYOUT BY OTHERS. COORD. W/ INTERIOR DESIGNER MIR@& HUI FAT IXG. FAT MQ ` I _ fuT aG. - FAT W.RM 7F-T= FUT ac. l w • � I g 0 Mm Z O d L►) U 11 LLJ IF1_J N m V H LL MW RUT as - HM FAT ac. LJi Q W W QU l O cn z RUT CM z W OW Q � VQ z - Qp aQ A5 . 1 Foundation Certification in HZcnnis Port, MA : Prepared For : Christopher Barker, et ux. Assessor's Map: 288 Lot: 120 Baxter Nye Engineering & Surveying Community Panel Number, 250001 0006 D Registered Professional F.I.R.M. Map Zones: C & B " Engineers and Land Surveyors Plan Reference: No Record Plan defines this property 78 North Street, 3rd Floor Deed.Book 25999 Page 173 Hyannis, MA 02601 Phone -,(508) 771-7502 Fax — (508)-771-7622 Owner. Julie P. Barker Job Number: 2012-003 Scale 1" = 40' Date : 09-25-2012 rs4 2 qN 9 10039,F 18'Of2)1 84�ji STONE BOUND " FND/HELD 39.88. / RON PIPE FND/HELD / TOTAL PARCEL AREA 2 N 36.375 SQ. FT. t o p 3 0.84 ACRES t CO per ago AS—BUILT FOUNDATION Q 4,�0 ; lu o, T.O.F. = 15.9 a p 0 � (LOCATIONQ Z Q Q Ny J DATE: 0 d- TE. 9 12 2 12 o YoLU CO mm2 i IRON PIPE ^ 2 2 FND S EL=6.5' Ao. 4g4 � O I 8 / CB/DH �, FND/HELD CD M W 0 Y Y O m 0 / ^ tl Ix d 3 ►� 2 o i ` `� •. FNbDH c HELD 2 CB/DH S 1129'03" FND W 93. 7 0, TD M��j IRON PIPE `u�STo]►T FND/HELD 1Y A�NUE n n I I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK c REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED n WITHIN A SPECIAL FLOOD HAZARD AREA. �i THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 's . yN c REGISTERED PROFESSI AL LAND URVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE O . II air . p wt 4_ , SOIL LOGS DATE:12111/L002 • P#=P 10,369- • • :• �' . °. ` , ENGPM R BOARD OF HEALTH AGENT: PROPOSED FNAM FLOOR 1&0 • ,a;� Stephen A.Wilson P.E. Dave Stanton • , TEST PIT TEST PIT PROPOSED ciyEADE = 14.5f SET AT LEAST OIE �(� • G.S.E. _ 18.5f N A T � TD N'IIRV 6. OF I RISERS & CATERS SHALL BE • ;• ° Ap Sandy Loan, ° Ap Sandy Loam INN WX O MW • 1&2 � R • f 13 10 YR 312 8 10 YR 413 - Sa Sandy Loam ndy Loam 3'MN `� ► b +� '; .:. ..:.. 320 10YR56 22• 10YR56 6. C C w OUT - 13.2 w w. 13Aoff 10 _ y Medium Sond Medium Sand R 132' 10 YR 6/4 144' 10 YR 5/6 ; GAS EIAFFI f, NO INTER Elloot Noo RILE- d UNIX LOCUS MAP Scale: 1' - 2000' % , . ..... ROTOI IO ST15W OR EM P- DATE V26H2 TO K M T&M ON A Iva SrAeLE IMSE SOIL EVALUATOR: BARNSTABLE uQw DEPTH M SEPIIC TANK DEPIN OF OIALET TEE PRO Flow UNE STM MATSON, P.E. BOARD OF HEALTH AGENT: 4 FEET 14 NCIFS DONALD DESMARAIS R.S. 5 FEET 19 Ma+Es TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 7 FW • G.S.E = 15.51 G.S.E. = 15.Ot • G.S.E. = 14.8E G.S.E = 15.3t a FEET 34 M Ap; 10YR 3/2 : SANDY LOAM Ap; tOYR 3/2 ; SANDY LOAM Ap; 10YR 3/2 ; SANDY LOAM Am 10YR 3/2 ; SANDY LOAM 12' -•� B : IOW 5/6 : COARSE SAND B ; 1OYR 5/6 : SANDY LOAM B ; 1OYR 5/6 SANDY LOAM B ; 10YR 5/6 ; SANDY LOAM FINISHED GRADE 39" 40" 32" 32' 36"MAX.-9"MMIN. COMPACTED FILL ' t C 10YR 7/3; MED. SAND C ; 10YR 516 • MED. COARSE C • 10YR ::•:::::::::::::::::::::::::::::::.:.::::::::::.:::.::.::::::::.:::.:::::::........ / 5/6 , MED. COIARSE C , f 0YR 5/6 , MED. COARSE 2 OF PEA STONE ................................. SAND SAND �D OR FlLTER FABRIC 1200 120' 120" 1200 6.5" 314" TO 1 112 » NO GROUNDWATER OBSERVED 24" EFFECTIVE DEPTH 30.5" DOUBLE 0 EL 4.8 WASHED STONE 4' 4' 4' k PLASTIC LEACHING CHAMBER DETAIL I CW"MT N 4KY 2W, I HIVE PASSED TIE SON. EMUMIOR DGMWMT ON APPROVED BY 1HE DEPART"OF&ROI�MOVTAL FROWN AM THAT THE MK ANALYSE W PERF %e BY wE CMISISTEK S M 1ME REGII M %WK WEIVISE AND E�EIIENCE CULTEC 330XL OR EQUAL DESCIIDED M 310 15.017 NO SCALE SfRNATURE �' � I IRON PIPE FND/HELD r I r . N r / bi 25.1 PLAN 9 O NE/(L + PLAN DOK 1j> PACE / BppK 93 r 84 PACE 69 2 - 1.9 x 20.9 N 2.1 GglyO �. r SCOPE i � 23.6 22 0 0.8 O 'AREq r 1 17.6 7g 8. 17.7 STONE BOUND Q r i 4 vi \ f rr *WALL VENT FND/HELD �� x 21.1 �,Ss OCK HIGH E)87M WATER SERM BENCHMARK AT 1 J ADC F 12- TO BE 10' OFF LEACHING Q 20.7 CORNER OF PATIO r - 4. CF M ��,`� I x EL'= 14.30' r 4 A C r ! `gyp i 1 //1 5.1 ��4.3 L A W N 0 ,l / F 1 STAR #76j \ RAMS w00p ;c 6 t E 1 ! x 21:3 i r fig, s WEE 6 Q \ r 17.5, �kt CNF LL 0 42�.9 x 22.9 20.5 ' /�_X 4.5 5 RTw x 7 ti I .7 o I ; TEST 14.5 14.3 PA770 14 PIT #2 0 2 13. x 14.4 w' TOTAL PARCEL,, AREA x 20.9 (P 1o,3ss) LqN 'r ` 36,375 SQ. FT: t ; v ; ; - oSGAaEp 14.0 r AREA 14. ` �� � �' 0.84 ACRES',f o '� R RELOCATE 06§1MIlAa, 4.3 ,6 _ ST UT 26.0 NEEDED. �` Qv P 2.2 2d.4 ' A i, :..... .. " 27.9 r x x 14.6 J x 25.4 i/ �. ��� LANDSCAPED AREA G� N �1 x 19r'9 I p 9 i P IT #2 2 n0 / �� CBS S FND/HELD 4 f i x \a 5.6 ST PIT # - ,� a� x 27.5 '� 18.6 TEST PIT #1 ( 13,537 h x 29.7 5 �P 13,57) Q v 16.5 TEST PIT #1 1 S 2 C9p� k� .� �/ 7.9 .3 lP 10,369) } x 15 t5 19.4 -- 0 G N SrOC4�OE FE N `.`\` 17 5 17.2 x ---- ��Eli1/t�Q � 4 9.0 x 1 B 3 N 20.6\\' LAN , TEST PIT #4 G N 7s7 `-�� DSC'�,ED AR (P 13,537) m. 8 ` If 2 ,Zc 18.7 / - ; _ _ 5y r REMOVE &5' OF OIAIC/L RETAINING WALL IRON PIPE 21.4 'Og5TMC SEPTi FND r � r I , CBS ,' �pDp GENERAL NOTES : L SYSTEM PROFILE 1.) TIE INTENT OF THIS PLAN iS TO sHDW PROPOSED WORIC AT UM aoT ro NICALE 2.) LOCUS WA iS COMPRISED OF ASSESSOR'S MAP 288 - PARCEL 120 SET w"10 r I*"In mm araDE RIM a COVER SIVU BE NMIERIIGIIi LOCUS DEED: DEED BOOK MN PAGE 173 NO RECORD PLAN DEFINES THIS PROPERTY PROPM FMS11 GIbIDE M 1S.Ot OWNM JULE P. BARKER FNlS O GRVIDE OVER mom1N9M = 14.8E 3n, � 7 83 N�NDNbOD ORNE ' FRST r (TO BE �) 9 492 36• (max) Cover 4' 40 PVC (min) Cover NEEDFMM. MA 02 SCFI. 2• 2•Layer 1/8•tot/2- 3.) PRMV BEIVCNBMRK DATUM = NGVD sump TBM - MAG NAIL SET IN PAVEMENT O ELEV- 13.70' 12.4 MV OUT = 12.2 4.) ZONN�IG I FWMATION :: • :._.: _ 4' PVC � ZONING DISTRICT RF-1 TRICT AP D MV IN = 11.8 OVERLAY DIS ( ER PROTECT ) SIDNE BASE WORM LOT AREA• 43.560 asrRetmoN eox MINIMUM FRONTAGE: 20' BOTTOM OF SYSTEM = 9.8 s' MIN MINIMUM WDTH: 125' No &mmdwater Obeened O Ow 4.8t FRONT SETBACK - 30' SIDE O REAR SETBACK = 15' p 5.) A TITLE SEARCH WAS NOT BEEN PERFORMED FOR TITS SITE F DETEIMED TO BE NECESSARY. A 79LE SEARCH SMl BE PERFORMED BY OiNERS 6.) THE PROPERLY LIE MFORIMTDN 9 M S BASED ON Wifff AMIABLE RErbRO SET MAN*LEGD COWER INFORM 710N CON SWING OF PLANS AND DEEDS VENT TIE EXISTM6 FEATIRIES SiM HEREON HERE DUMB FROM AN ON THE GROIRD FED L►' MLN-,T6'MAX COAA<R SURVEY PERFORMED BY BOXIER NYE ENGIEf W a SURK MG ON dAMIARY 1 k 2012 ASHED 20 PE4SW OR 7rIMRINNTY PANEL GEOTEXiLE FABRIC :, •r.. +,:.r.:,. .. .,. .� ) CO MAW250001 0006 D ;.'...r:: .,. M.. , �:+'+•, <-�.;. THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA 330 .:: l= XL O `x f' 9::�►: • �►;,.:. AS ZONES C B B 240 EFFEC.'iIUE l>EPIFI r. E ••'` `�%{i .:' G O t-�^c:t �`'r ,• ?ji':r. (1 S DOL�F t •l �^� ;; NMENTAL CONCERN �': :7•f•�.. .�a',t r�kr C .•;� �w'�S •SITE IS NOT NRiFINr AN AC.EC. AREA OF CRTIiI'aV. 9MR0 VMK PER 21 26 4.8' ,26' y • MI ESP MAP W OBER 1. 2010 'ESTMMTED W8TA7S OF�KDLW !9' to' FOR USE OR THE MA KXAN S PROTECTION ACT REC,IM706 (310 CUR 10).' CONCRETE INACENG CHAFER DMIL (REIJOCATION) •SITE DOES NOT COMAN A CERiFED VERNAL POOL PER NHESP IMP OC'iDER 1. 2010 'CERiIFED VERNAL PooLS' �1 (H-20) NO SCALE •SITE is NOT N1M A PRIORITY WiBW PER MESP iMP OCTOBER 1, 2010 'pRI01IITY WIBIDITS OF RARE SPECES FOR SPECIES UNDER 7W MASSACHUSETiS ENDANGERED SPE'CES ACT, REGUU706 (321 CURIO). LEACHM AREA REQUgmem •SITE IS NDT WW A SDITE APPROVED ZONE I GROUND SM IIECFNRGE PROTECTIONI AREA RESDOViML: 3 BEnROOMS x 110 GPQillQg009 •SITE S NOT WM A ZONE OF CONIR6UTION 10 A SALIINTER MIARY"WSW 70FX OEM FLOW - 33D GPD ROK AM 3W-45X GARBAGE GMDER (NOT A WED) - N/A ` PERC 1111E • eS TINT_ (CLASS 1) 9.) U LILY INORMM ON S1NM HEREIN: LIAR - 0.74 GPO/&F. •THE CONTRACTOR SHALL CONTACT DI6 SAFE(AT 1-WO-00,-SAFE)AND UiAM=V ES TO I 330 6PD/ 0.74 GM F. - 446 &F. 1l1 LOCATE ALL EAIS7MG UTIJTE'Sr AT LEAST 72 HOUIS RM TO iW START OF CONSTRUCINOK 1FE L=710N W E)OSTMG UNDEM LAND IL}TII 7RUCTURL; URIiMES, CON M AND LINES ARE FROPOM S1fSEW 3 CLILTM 330M C MIAs INN 41 smw ON ALL SAES SHOIIM IN AN AWRO) MTE 04Y OILY, WY NOT BE LMINIED TO THOSE SI M MOM AND HM WN RSE41M BASED ON THE AMVABLE Unm REY,b W NMW H9tEDK THE C NiRACiOR \ / AGREES TO BE FULLY RESPONSBLE FOR ANY AND ALL DAMAGES *WH MGHT BE ODCASIONED BY sDENMLI ARfir 1 THE r+ F7N.URE m Loa r TE� 184 SAD s.F:. NN7bLSIRUCNRE AND UFLITIES BORdI AIQFiI• 12'r we cF OONDfIIONS DEFERS FROM PLAN MFORW110N� TIE OONiRACTOR SiMLL NOiFY1FELYENGL1EEJt TOTN. AREA: 512 S.F. MEDgTELY FOR P05'SELE REDESIGN. 512 S.F. x 0:74 GPD/5 F. - 378 GPD •EXISTING SEPTIC SYSTEM WVRNATiON DUMMIED FROM SEPTIC SYSTEM INSPECTION REPORT #2004-100. DATED 3/4/04. PROVIDED BY THE BARNSTABLE BOARD OF WALTHr SFP'lIC TANK SRW 33D GPD x 2WX 8110 GALLONS • TOWN WIm SERNCE SHOIIN ON THIS PLAN FROM`o1G-SAFE UAW CS FIELD LOOM USE 15W GALLON SEPTIC TANG BY BAXiER NYE ENGIVEEI MG a SINlVEM ON dAMWt1' 16, 2012. 1NIVjS�R 1 • EN(,1NEDIIlG O IN GS��WI METER LOCATED Or 81XiE)t Mr NOW »d�u.E B tt� MMM ON RMSNED FLOOR 1&0 �P�11A OF 4f.4SS9 SEWER INVERT AT HOUSE 13.2 H N SEWER INVERT INTO SEPTIC TANK 3 12.8 P N SEWER INVERT OUT OF SEPTIC TANK 12.5 SEWER INVERT INTO DISTRIBU110N Box 12.4 No.30216 co 1 SEWER INVERT OUT OF DISTRIBUTION BOX Z2SEWER 9o�'9F T P� BOTTOM OFRT INTO SAS SAS 11.8 SITE LOCATION: FSSIONAL9.8 NO GROUNDWATER OBSERVED TO ELEVATION 4.8 167 Marston Avenue /6 L IRON PIPE Hyannis Port, Rlassachusetts APED AREA FTND/HELD cminwil(IN NOTES I. ALL SYSTEM COMPONENTS SWILL BE INSTALLED IN ACCORDANCE PREPARED FOR x 16.0 �,.. WiTH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21. x,6.2 ��,� ` 2006, As AMENDED THRouGH THE .DATE of THIS PLAN, ac -ANY Christopher B. Barker, et �. 15.6 LOCH. RULES & REGULATIONS APPLICABLE. `' 2. ANY CHANGE To THIS PLAN MUST BE APPROVED M wRiTiNG BY w x 16.�' 16.0 THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED TITLE w 4 x 15.0 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. x 14.8 � 16.3.�. 9 Septic System plan e 15.5 3. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO BAGKMLING, w x 6.2 w NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR _�.___ "�► x 15�6 - ,�,, (� INSPECTION. -- - z BAXTER NYE ENGINEERING & SURVEYING to + . ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHED 40 to ce �) e 4e 6.3 PVC. UNLESS OTHERWISE NOTED HERON. ��I � 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED. TO THE •c Registered Professional Engineers and Land Surveyors CB/1DH HORIZON• . FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 FND JE? ot LEACHING FIELD. AND REPLACE WITH CLEAN SAND PER 310 CMR EO 15.255 To THE TOP ELEVATION of THE SAS. Phone- (508)771-7502 Fax- (508) 771-7622 ' 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN /3 LESS THAN 3 OF COVER. 20 0 20 40 • 7. THE SEPTIC SYSTEM DESIGN DOCS [ INCLUDE GARBAGE J� GRINDER DISPOSALS. SCALE IN FEET 8. CAIMON: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT SCALE: 1 = 20' y 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL Cgs EXISTING UTILITIES. AT LEAST 72 HOURS BEFORE THE START OF FND CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT HELD LOCATION. BOTH HORIZONTALLY AND VERncALLy. OF ALL EXISTING 100 UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 'APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR iTS DATE: 04/17/12 / REPRESENTATNE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH Moff BE / OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE 3 SW , /13/12RtvlsE'INNM'ADD MTA11, ' UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SH&L NOTIFY THE ENGINEER 2 SAW 7AM112 NEW FOUf W7M IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, 1 SAW 13/121REIASE GRAp1Np VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS. / TELEPHONE & DATA/COMM AND RELOCATE IF CONFIICTiNG WITH NO. BY DATE REMARKS PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE WN BY, Ire IDESMED SV ICHECKEDBY p CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. s. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE 0: 2012 2012-003 CML PLO 2012-003_DM.DWG SCHOVIATNC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE - -- - APPROPRIATE unLTTY_COMPANY_-- - - - - - JOB-12012-003 _ DESIGN! SCHEDULE MAIN HOUSE ELEVATION LEGEND EXISTING PROPOSED T.O.F. - MAIN HOUSE 21.5 SEWER INVERT AT FOUNDATION - MAIN HOUSE 16.5 SEWER INVERT INTO SEPTIC TANK 16.3 A Stake & Toc Set/Found D Q. sQ o Mag Nail Set/Found 6 1 . o W SEWER SEPTIC 0 F SEP C TANK INVERT OUT 0 Concrete Bound C9 na. SEWER INVERT INTO DISTRIBUTION BOX 15.9 0 Gas Gate / SEWER INVERT. OUT OF DISTRIBUTION BOX 15.7 0 Electric Meter SEWER INVERT INTO LEACHING SYSTEM 15.0 �4 Catch Basin Water Gate d• ;t N/F NOB HILL REALTY TRUST BOTTOM OF LEACHING TRENCH 13.0 a Water Meter p�N BOOK ' srrfl: � •iJ ,,.. � t, .., � N 11 ` � WATER TABLE: NONE OBSERVED AT EL. 2.8 -� Telephone Pole AT TEST PIT P-9341 Utility BOOK 84 PAGE 93 / ' ---�00zoo-,"'_' Contours 200 l PAGE ss / Y Leaching Area Requirements x2oo.o Spot Grade 200.0 8 Test Pit _� ti ,� tech �' •t/ m / MAIN HOUSE I r b4 t ELDSTONE RETAINING Conc. (HELD). WALL, TYPICAL 4 BEDROOMS AT 110 GPO/BEDROOM = 440 GPD Concrete P FND N/F 0 NEILL NO GARBAGE GRINDER EP Edge of Pavement 15.7 5 25 3 / / ( ) BCC Bottom of Concrete Curb - 24 _0.1 N 25• o PERC RATE = 2 1 MIN. INCH CLASS 1 F.F.E. Finish Floor Elevation W 24 3 / 3 18 50� W LIAR != 0.74 GPD/S.F. IP Iron Pipe LOCUS MAP ' O ''��J 3.6'40r (P 0'13• C „ ,�� o ) MIN. LEACHING AREA OF S.A.S. 1 = 2000 /�' -��� 19 _ - "BUNKHOUSE" N/F BANNISTER si" SOH, LOGS DATE: 12/11/2002 coo iN gar' IP sET /0 440<GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. p#=P 10,369 WOODED -- PROPOSED SYSTEM ZONING DISTRICT: RF-1 2 -i '�'- / d IP FND SIDEWALL (8'+52')(2')(2) = 240 S.F. ENGINEER : BOARD OF HEALTH AGENT OVERLAY DISTRICT AP (AQUIFER PROTECTION) HELD) DH / 21 1 ! / / ��'' 16.5 B D / �� 2 BOTTOM 8' X 52' = 416 S.F. Stephen A. Wilson P.E., Dave Stanton MINIMUM LOT AREA: 43 560 1�6 ro--^16 " S 75• N.T.S. MINIMUM FRONTAGE: 20 2 . r r C EARL MAIN HOUSE-4 BEDROOMS TOTAL = 656 S.F. TEST PIT TEST PIT. I I ss. M „ ,� G.S.E. = 18.5t NIA 1 4 �� MINIMUM WIDTH: 125 �� I ' ti C14t � S�s2"' + ' 15.2 w o �^ 12.5 1 0" 0 ' ' r n '�n �aU' �a r t^�, p4 d. 9 ine I i r N FRONT SETBACK = 30 SIDE & REAR SETBACK = 15 i t i, ,,r7�, «�, 1 TEST PIT #2 Ap Sandy Loom Ap Sandy Loom {I, • i �i�+ ,gh4',.:..,I,� ,{i�`,.� �., y',• /1• ' " '\M, ? - 12 --_ _ P-9341 DESIGNS SCHEDULE BUNKHOUSE ELEVATION 13" 10 YR 312 ` -8" 10 YR 413 LOCUS PROPERTY IS SHOWN AS. W STOP, 4_ ASSESSOR'S MAP 288 - PARCEL 120 .2 oon �� 1 - - --- --- '�M -� B B E F.F.E. BUNKHOUSE 15.0 t ,; A!t a '! ` �N NG 1 I aai I " ll r u I ! y I: 5.1 F,F ° is j 1 N - SEWER INVERT AT FOUNDATION - BUNKHOUSE 12.0 Sandy Loam Sandy Loam LOCUS DEED: N/F SAMPLE \ ` f • 1 ' 10 �. z\ \ i�✓r� 4.9 = oy 32" 10 YR 5 6 22" 10 YR 5 6 DEED BOOK 12,134 PAGE 245 ' \ \ \\ \\ r ,\I r x „ ,E 14. 8 \ ' � 13.2 ' ;.•�- _ SEWER INVERT INTO SEPTIC TANK 11.8 W v v '� {'I �� t •� 'vs C 1s X OVAW ;;,� SEWER INVERT OUT OF SEPTIC TANK 11.5 C r,_. C \ rj "'u �` 1 7 oNc. P 1f ► ?' .. ��` �� 11 ISITNG o D " �" ` 1°4X 4inn .s`- SEWER INVERT INTO DISTRIBUTION BOX 11.4 Medium Sand Medium Sand NO RECORD PLAN DEFINES THIS PROPERTY 1 \\ \\ , ` '�' '� ��. '' ,. OH r X VhRE TO BE RELO •y • \ q t w l`;,,, , h 1 h 11�tg 9 . \ N r �`� - UNDERGROUND I 13 9 SEWER INVERT OUT OF DISTRIBUTION BOX 11.2 1 2 10 YR 6 4 144 10 YR 5 6 3 14.5 ` �"' e / `''. � 10.5 / OH N � r7 fP FND QS ��,'' hi . w: -, W r x ):4 EWER INVERT INTO LEACHING SYSTEM 11.0 " \ S PERC O 60" �O \ ` l it l .1 " dl ''}f ` \ �� �' y r ` H 0H WOODED COMMUNITY PANEL NUMBER 250001 0006 D Q- CV , \a \\ `` w, " ` �\ Mn ', - 4x � r 0H`µ'' �'� ` ,� a BOTTOM LEACHING TRENCH 9.0 _ p$, r r~' Q/ `I _ 1► W NO WATER ENCOUNTERED RATE <2 MIN/IN 1 \ \ 'i{r r THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA J , \ 23.o ,� i,l I \ P' r 13. 1 '--UP- 12A _ AS ZONES C & B C,�� 25, \ CLEARED `\ �' $� " ., '` ,, r �--: '_ `� `�---- __ - �' » WATER TABLE: NONE OBSERVED AT EL. 2.8 - Uwe To SOAK v „! PIT #1 M' { { ' \:: � �,`�" i - ----- _ AT TEST;PIT P-9341 _ 13.3 PROJECT BENCHMARK . DATUM = NGVD �- ^ S• o 17.8 „ �' _ _`-_____----__ IN PAVEMENT ELEV.= 15.39' ^ \\ ` }� '`�'r, 21, ��;.;`"�4 rrv�;l,, ," \ X - - 13.5 CB DH• .y- � ___ _ _�, ., ; Leaching Area Requirements IBM PK NAIL SET __ - �• 20.0 `� ir'l utrrl tkn;Mrl l rl{,` \ FND (HELD) r�1'4.1CONC. WOODED \ ,i:l�1,1141ti ,�,j!l fj ll ih r7h,hy11 riili}i 11{il, i;p�'�Ilxt t' ,pl$l�,lllfl,11A �'.9,.l a�j,jill':i.ii CONC ....-- f `, ;I° q' S'',w aia !u�' �I ' t„ �'"' o ; �,rfl`gi♦'7 aYij`'h'd /-- 14. PAD14.9 �3�9 y -- - vNP _ -� 'is.8 (BUNKHOUSE) - GENERAL NOTES . l f' r *•+ I ;i, y ry�7 ,,,M , J ` .:. , I, 1pi„i w IV ljt' ? . `L =_7 '�, AVFO -•.�.�-- X-T5.2 15.0 3 BEDROOMS AT 110 GPO/BEDROOM - 330 GPD ` r.J� xis` 1 �J, u' YIt •'� I,il `i / d y, :I ,I i,lei.? / rr v I r?, } ,:' li 5i, M/N --r�� (�/ 14.9 �'•[ •-� -` Y r / b ,� �. L L - - 15.2 -• NO GARBAGE GRINDER PROPERTY OWNER. � l , n ,,;a , 4 ,,�,Ni, r r N 7 - - ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE O 27.2x � ,r , li�l,,;: ��r•���u ,,,�,�. , . , 1. ,�',�,,�I� � ;��r�::,; , l I v1,,,1 I,� >>I�L:,��,, r r c��� � 15.8 �33 » _ � TBM: MAG NAIL � HOLLY WILDER McMULLEN N 1 fi r {,; a,l _ ?0 - :s PERC'RATE 2 1 MIN. INCH' (CLASS 1 ) WITH TITLE V OF THE STATE SANITARY CODE DATED 41 FIFTH AVENUE #96 STAKE do TACK N r i/ ! , ,r ; r i.Y / r r , - 6 W �07 - _ 16 I EL 15.39 / / MARCH 31,1995 AND ANY LOCAL RULES APPLICABLE. NEW PORK, NY 10003 �o SET �X 24.9 ' !J ✓ : ''y l �� LAWN �r ru� '17.3 38. s.2' ^ �' • _ / `� 17 • I g LIAR 0.74 GPD S.F. CS MIN. LEACHING AREA OF' SA.S. . ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 2 24." , o �, 8 TEST FT 1 , \\ 15.5 16. ' a s3 1 HELDD v) 16. 330 GPD 0.74 GPD S F = 446 S.F. MIN. BY DESIGNING ENGINEER • A N Ari ' �( N 5 a a r '` 0 2 iYr 15.8 X + y��Q (HELD) 3 / / ' ' WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, o� ,$ r �� --- ' ` 0 A° PROPOSED SYSTEM F HEALTH AGENT r i 17.1 X - -/��"' �� ,y0 i NOTIFY THE ENGINEER & BOARD 0 X x16.6 r r _------- a FOR INSPECTION. 5 i i -1>2 X \ lu SIDEWALL 10 +30 t 2 2 = 160 S.F. 209.0 �-._-- -- --- : c:_:�-• ,.. r r ��-• �.�'-18:'9"- 0•a G � N 16.5 O ( /( )( ) PLAN BOOK 203 PAGE 43 17.1 Ix ?Og,0 i, b 2 _ = ND U CHECKED E D. ..w .. r L/ � • BOTTOM 10 X 30 300 S.F. FOUNDATION ELEVATION MUST BE C EC D WHEN COMPLETE N 75.18.5 '� ' _ _ _ _ -:: -�► o,"�' N/F O'KEEFE o BUNKHOUSE-3 BEDROOMS TOTAL 460 S.F. a W ' -- .. _i __ �/1 THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN • �, r Ne 1* `�� 11 APPROVAL BY DESIGNING ENGINEER J �19 7 al+._ �f M VENT 18.7X ' (HELD) ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE : i ...1 EXISTING AND PROPOSED STRUCTURES SHOWN HEREON ARE LOCATED ', ` aOH� y TOTAL PARCEL AREA CB►11DH t1 = IN RELATION TO THE MONUMENTS SHOWN AND ARE NOT LOCATED •j#'� c+, .-- I- . 38,387t SO. �� EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING WITHIN A SPECIAL FLOOD w1MD AREA. ��n` ::n/�� i.A�!� STAKE de TACK SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER 0.83t ACRES + ' SET IP FND 310 CMR 15.255. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. '\ it N, i N/F TUTTLE (HELD FOR LINE) LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 12-c5- o SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY ITY COMPANY PRIOR TO ANY CONSTRUCTION. REGISTEED AOSSIONAL LAND SURVEYOR DATE PROPOSED SYSTEM WAS REVI D QY BOARD OF HEALTH TYPICAL SYSTEM PROFILE MAIN HOUSE NOTES: AND APPROVED ON: TOP OF FOUNLA 77ON (T.O.F.) = 21.5' NOT TO SCALE 1. IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" r•~- FINISHED GRADE = 20.0' THOLE COVER AND FRAME BELOW FINISHED GRADE. (ADJUST TO GRADE) 2. SYSTEM TO BE VENTED i-!• .-4' FINISHED GRADE MANHOLE COVER & FRAME MANHOLE FRAME AND » n AY nu 1 7 Marston to e e OVER r a _ s a s ANK 18.: 1 COVER TO GRADE /4 11� 9 f FINISHED GRADE OVER D. BOX = 1T-18't WASHED STONE . •••_ FINISHED WAX OVER LEACHING TRENCH = tT-t8't (IF UNDER PAVEMENT) Hyannis Port, Massachusetts min. " (min) Cover 2 4 SCH. 40 PVC 3 FIRST 2 (TO BE LEVEL) 9 s�. 4" SCH. 40 PVC then O 2.OX 36" (max) Cover w PREPARED FOR �. TYPICAL . 07G 2 min 2 PEASTON .. ,... 'f- e• li O 2. ol. ( w � ♦ =iu ti: y%t•.rLns�•' 1'.l.'. y 'ice}n.''�.�ii.7l'•+�'' '• '•�.: ..}' 't• r. �;•.i.••'., K; ■ CONNECTION •:+ -...;;�'' i � �.. ' -.•.',= •` . LEACHING CHAMBERS ;�,• ;,,., ,a„;•,a:•^•, a;•y,ls- .: ,�; .:..• ;.:. _ CONCRETE LEAc _ �� �,:.j.,,:� ..i , r;.�M>..>r ,<< :; :.,, :; ::{ J. Brun O'Neill 6 SUMP 4 SCH. 40 PVC (� » ;�.� '_`= .i"�t;•� .= , O 2.01G _ a sir•. 4 12 O -; :. �r ,[ ' 10 CI E5 INSTALL w 1 •t�i��'i;C'::'::9.� (. .�.-'.a 2 ��1.�;iti`'�i•��`{e/ 3�. �{�' )�.'`t'(j:i• 2 -•�- - *. :�:�-.R:'�-:•,>tr..., :t %o✓n:�S•tu.• •i:s�•'••cd'� .'i:'' :L:. •J.t•.fi+..'1-< a GAS BAFFLE 5 a DIA. PVC ..x.. EFFECTIVE t1 i.., ,a. •: t_...u.; ;r,.. ,..J_rz:. 8 4 8 .1 r �. •�.� .j. t •• " ,:•.-�_: t.if-: :}`.`, i..;+ !-i••r,,, I':�r't' C' J-.` C,yll y:i;`:•a• a,. _ _ • Jr• •:�• .ry _�-t �.4ti i•_'•_.. 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IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & Phone - (508)428-9131 Fax - (508) 428-3750 .-�•._ FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" N�.ae<c1� J' MANHOLE COVER AND FRAME BELOW FINISHED GRADE. =•- FINISHED GRADE = 20.0 �idG; '�. • (ADJUST TO GRADE) ' 2. SYSTEM TO BE VENTED -.r• MANHOLE FRAME AND » " 20 0 20 40 3� FRAME _ MANHOLE COVER /4 11 COVER TO GRADE WASHED STONE SCALE IN FEET FINISHED GR,4DE OVER TANK FINISHED GRADE OVER D. BOX 1 ' = 15.o't (IF UNDER PAVEMENT). = 7.5t LEACHING MUCH = 15'-1Tt 3• FINISHED GRADE OVER ? 3 (min. 9" (min) Cover "_ ..�;. FIRST 2' t"f0 BE LEVEL) 4" SCH. 40 PVC 4" SCH. 40 PVC 6" max Cover PEASTON ••- 3 ,... r _. SCALE:1 -20 then O 2.Ox ( ) DATE: 12�05�03 a i/ 'i tip'•:' •.' J {.w t .. O 2.OXi 2 (min .\ "?4. '�.iS•a n t3:NC - {- '3. TYPICAL CONNECTION r .s,,:a.�•J it ♦.} i v> .'r.,; ;s / oL. " CONNECTION 2 $ .,?•�S.Y .ri_' r.v .. o- "'`` CONCRETE LEACHING cFuureERs 12 - : z:�: ��i 3 r� Yr�.;:;{gin _ REV. DATE: REMARKS _ �, r:: 3 r:.:_:'. 4 SCH. 40 PVC :�.;► :... •xf+r 2;; ysK O 2.0% Q INSTALL - 6 SUMP ;• 1 _ C w �'� r .: t w!N� T'•i J•' Y. 8 4 10_•� 10 T ... fi ya.s�l ,'. C" ' Z'T"'_ » -.t�^ '•"�v $ t.ix.M L•''.yr.Yr"k.r�C:�.:.•ti /{- �• .�� r /��I BAFFLE . c - ..,. .:'. .?Y;'.:. %l..-}' "S• .y...v:i•i•�i•..�. .�• ,c�, y;�f '�It '�i' GAS OIYf LG .s i♦:+ Cs�' 4 2:♦/: tAa,(.w.. _ e.,4 DIA. PVC ,,> �} Y' s• Y- `u�• -�' i•" •'s' 12 f .�•+1r*:s:••'�:'.`i'r'�. .'�•"'J.Iyc•.' 'ry a.•ili. ;He'vitrl rs,,,,•Y�tK�:.r .-?�•;�' •'.,' _. .•t, ay.` 4-..t,..i �Z..jiia r:.n4 t•. jie.yss ..f-i... r '•t''•:`• Y �;• r�.r o 0 0 0 0 o DEPTH . 4/ 3• �j''� `. �. r•;;._ cul ED 2 s CRUSH 1 REINFORCED STONE 12 - j _ : - - -, •. �. • ... DRAWING NUMBER �_;-,.,�aa-S-p•t` ::.1-.:+••••.r•..�!- .fir. ,.._.`i�;:. �" _ •1 , EL 13 CHAMBER DETAIL: BUNKHOUSE PLAN OF PRECAST LEACHING CHAMBERS: BUNKHOUSE _ _ 5' MIN AD STONE CONCRETE LEACHING - 0: 03 03 058 surve worksht 2003 058SP2.dw (H 20 LOADING) NO SCALE 1,500 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwater Observed O Elev. 2.8' NO SCALE JOB # 2003-058 ------ .. --- --- - -- - (P-9341) -- - - ----- - - - -- - ___-