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0040 SCHOONER LANE
IVO �1 -� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ` 104 60 Ma ��� Parcel � � p Application # Health Division Date Issued 10-20-I l �1e Conservation Division Application Fee �v Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address /YDC�� Oct rl E�ii �� ri Village i v\,,% rr Owner p d1 I 5 ®�L-eil ' Address Telephone �b$' ��"5� 1-/?9 7 II n Permit Request � d c� ►c-Q-,-Y/ dl� .LA �C. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation W" Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kin ,5s Highway3 ❑ ❑'No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other e„ Basement Finished Area (sq.ft.) Basement Unfinished Areas ft) ' ze -�- Number of Baths: Full: existing new Half: existing l new ram. Number of Bedrooms: existing _new n Total Room Count (not including baths): existing new First Floor R om CoulabM`� Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name .e�� � �('���Cp P� Telephone Number `r '- J 3 J� Address �{'��°1�te� 0 E License # Home Improvement Contractor# /G(v b bLir Email Worker's Compensation # 7/�b uO M'71 M q38(� 13 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �!/� DATE /0 Z 3 1. FOR OFFICIAL USE ONLY APPLICATION# DAJE ISSUED r MAP PARCEL NO. I r � - ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FI.NAL BUILDING I, 1 �I DATE CLOSED OUT ASSOCIATION PLAN NO. 21a Commonwealth of-Massachusetts DrparhmuiF affWasftid Accidents - - Office 00mlest4pations f Boston,,MA 02111 YVnw 7is asmgoWdia Workers' CompensafianInsamuce Affidavit.$oilders/Contractors[Bectricians/Nwn iers Applkant Information Please Print Legibly N.at=(Rr(),janizafim&dmduaD7 0l� Mdtess_ C41Stat&Zip_ Fla_ or>ty 47 ' �— mot' -3 j Are you an employer?Checkthe-appropriate ba= T , of o'ect r 4_ I arft� cbnfractor and i 3� �' I ����'�� I_❑ I am a employer with ❑ 6- ❑ c� im New onsEcuction loyees(Rill andlorpast- e * have.hired the sub-contractors. ?- I am a sole grapuetar or partner listed on the attached sheet 7- ❑Remodeling ship and have no employees These sub ooatrartors have g- ❑Demolit ou :v for me many capacity employees and have workers' oi�rig y � �''- $ 9_ ❑Building addition [No workers' cornp_insurance comp_insurance_ 5-❑ We are a corporation and its 10_❑Mectrical regains or additions 3.❑ I am a homeavmer doing all work of have exercised their I LE]Plumbing repairs or additions Myself[No workras'gip. right of exemption per MOL 12-0 Roof repairs fimurance required_]l c- 152,§1(4),and we haw no employees-[No workem' 13_❑(?.ther comp_insurance requireA-I *Any appbomt dut checks boa 91 mist also fill out ffie section beTa w showing ffi&vrodme compensation policy inforrnafion- t Homeowners who submit flim affidz=m&tse cg they ace doing wA vrc*and$ien bile outside contra wrs noel submit anew affidavit intrirA�nR.sudL RCoutmctors that rhxk this box must attached sat additional sheet d owing then of the sub-duty and state whether x=t these prrdrks Have empiayees. Ifthe sub-coutracrars have employees,they must provide their RMrb!rs'comp.policy nmvber Ism an atnpi±aytrr flint is pt midirrg warkers'c arasatis. aresrrrrr� far * Irfa s Beim is S�ega7ic}*arcd'ob sites � lYr#tYl?OiL `tic/J PTP Insurance ComparryName: , PoRry ff or self ins_Lim _ f 8 1 ® `� 3 02 6(� Expiration Bate: > ),s Job Site Address: q d �'C c�►��c �na-Y. ,o Cityl'state/Zig: C�JA I& Aftat Ti a copy of the workers'compensation policy declaration page(shaving the policy number and e3#ration date). Failure to secure coverage as mg6red under Section 25A of MGL c_ 152 can lead to the imposition of-criminal penalties of a hue up to$1,500.OD and/or one-year imprisonment as well as civil penalties in the farm of a STOP WORK ORDER and a fine of-up to$250.00 a day against the violator-- Be advised that a copy of this statement may be forwarded to the Office of lrrvestrgatnons of the DIA far in=ance caw7exage verification- Ida Frem4,ce&fy under thg pdhs all nn as rgfpedury that Ae information pratridedabenrc iss true and carract '-" ismature: . . Bate: /3 Phone 9- �0- -3,5—3(S— use a11lF ,to be ca"WL-ted by city 0.7 town City or Town:. PerrnitUrense# rssning Authority(tdrde one): L Board of$ealth 2.Building I}egartment 3.City/row Clerk 4.Electrical lnspector 5.Plumbing Psspector 6.Other Contact Person: Phone~#: 6 r Information and Instfnction : Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"__.every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." f , MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for azy applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political si.ibdivisions shall enter into any contract for the perbormance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their cert,..ncate(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Departent of Industrial Accidents for confirmation of insurance coverage_ Also be sure to sign and date the affidavit. '11-e affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Depart rent of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/licease number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture. (i_e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department Gf Industdal Accidents Gffke of kvestigatxaas 600 Washmgtan Sizcet Bastan,MA 02111 Tel.#61 - 4€1 r � MA .E� �`�-494f�� 6 0 1 � � ' 24-0 Fax#617-`27-�49 Revised 4- 7 www_mass.gnvidia THE ley, Town of Barnstable Regulatory Services �anxx rE$ Richard V.Scali,Director �A 1639. �0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usine A Builder I -V rt-5 , as Owner of the subject J property hereby-authorize t-o Ckjle-�- c- C�n c_L,�A to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. tore of Owner Signature of Applicant �fi�7E �C ���I ` 15ridt Name Print Name Date Q:FORM&O WNERPERMISSIONPOOLS Town of Barnstable Regulatory Services oFE rOlcyk Richard V.Scali,Director �• Building Division saxrrSTasr-i. Tom ferry,Building Commissioner brass 9$ 1639• ��� 200 Main Street, Hyannis,MA 02601. AlEb MA't� www.town.b arnstable.ma.us •Office: 50 8-862-403 8 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,RuIes-&Regulations for Licensing Construction Supervisors,Section 2.1S) 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 Iicensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fuIIy 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 Iast 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:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 t Office of Consumer Affairs&Bus ess Regulation License or registration valid for indieul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: registration: 1'06605 Type: Office of Consumer Affairs and Business Regulationpiration:�_7/24/2016„ Individual 10 Park Plaza-Suite 5170 �3 Boston,MA 02116 WALTER SCH0ULERi i j c a Walter Schouler ' ', t ''' 15 Providence St E Falmouth, MA 02536 Undersecretary Not valid without signature I i i _ 1 j Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor 's License: CS-043697 WALTER F SCHOtJLE. 15 PROVEDENCEST East Falmouth Na 0253 "I Expiration Commissioner 06/16/2015 ,y FLOORPLAN SKETCH Borrower:-Phyffis Schouler File No.: 40 schooner Property Address:40 Schooner Lane Case No.: 19981106180 City: Hyannis State: MA Zip: 02601 Lender: fa I 26' aoset under stairs � S C� vt 4'N N W 4., . �. ,sue ;;,e �..,,. CIO Sketch by Apex MedmaTM Comments: AREA CALCULATIONS SUMMARY a a AREA BREAKDOWN 3' Code Description Net Ske' Net Totals Breakdown Subtotals} BSIv1T Basement' 684:0 P "684.0 i w P f E • h „m..,a�.rama.«.way.k�...a..2b..w,.t` .3aa.�xt. .:e...iz _....>..`..�-�....--,... a,-..w�, ._........g..._........�.....� F.-.._.,.....,............._......w.mw t...v.w.-,&L.-.�...:-�.w.+w. �.�.a.�e..w..�..1._.�..«a.D...'.lii . J Town of Barnstable Building Department - 200 Main Street fARNSTABLE, Hyannis, MA 02601 9 MASS 16 508) 86 2-4038 Certificate of Occupancy Application Number: 201401499 CO Number: 20140122 Parcel 10: 273204015 CO Issue Date: 09109/14 Location: 40 SCHOONER LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed j,.' TOWN OF BARNSTABLE ■ Buildi.Ing201401499 BARNSTABLE, Issue Date: 03/27/14 MASS. 1639. Applicant: �FG A Permit Number: B 20140650 Proposed Use: DEVELOPABLE LAND . Expiration Date: 09/24/14 Location '40 SCHOONER LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME_ Map Parcel 273204015 Permit Fee$ 867.00 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num _057770 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM SINGLE FAMILY HOME WITH 2 CAR G R)�q5IiS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED INSPECTION HAS BEEN MADE. WHERE A. CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHACt NOT BE OCCUPIED UNTIL A FINAL Address: • 1597 FALMOUTH RD INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PF Building Permit Issued By: L! 1 THIS PERMIT,CONVEYS NO RIGHTTO OCCUPY•ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY OR PERMANENTLY:'ENCROACHMENTS ON/IfLJBLIC PROPERTY,NO a SPECIFICALLY.P ERN ITT'ED.UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS,WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE ` OBTAINED FROM THE DEPARTMENT OF'PUBLIC WORKS.`THE ISSUANCE OF THIS PERMIT.DOES NOT RELEASE:THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS a.? MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: , 1.FOUNDATION OR FOOTINGS. 2:SHEATHING INSPECTION I ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. p s WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND:VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS=' ,.k& ' 1 lq 6 UG-�-f Ok 6-a y-/y l Wamrll 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 �— O� r- � d of ealt r SCHOONER LANE N12°43'16"E 98.69 ell I DRAINAGE EASEMENT N12.43'53"E 59.60' 34.6' - -- CONCRETE C J� I rn J I FOUNDATION J 0 FUTURE - W 0 rn I I TOP FNDN. m o 1 I GARAGE ELEV. -= 68.12' m I 14.4' Lot 18, Area=10,001 f Sq. Ft. N Or 0.23f Acres o N13°27'29"E 98.70' DCE #03-123 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 40 SCHOONER LANE HYANNIS, MA SCALE : 1" = 20' DATE : APRIL 22, 2014 REFERENCE : ASSESSOR'S MAP 273 PARCEL 204-015 PREPARED FOR: LOT 18 PB 610 PG 95&96 BAYBE � JILDII®TG a TUREN OF�� SHOWN BON THIS PLAN Y CERTIFY TIS LOCATED THE CON THE S��s tissgc� ti U!{iviCL y, GROUND AS SHOWN HEREON. �+ z A. off 508-382-4541 Sii u OJALA U ' fox 508 382-8880 �110.4N60 y } 1 down cope engineering, inc. C/V/L ENGINEERS ____ `-- c ------- �'� -°t RV� ,,—r— ------ LAND SURVEYORS 939 Moln Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR Message Page 1 of 1 Roma, Paul From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. -----Original Message----- From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inc. I i TOWN OF BARNSTABLE Building Department - Foundation Permit Date Permit # 70 Name 1 Ck4C9�� t^f Location 4 v Scq ����/� , L-07- 8--w4— Insp. of Bldgs. t' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 7 Parcel:': d Application # Health Division Date Issued 3 Conservation Division Application Fee lie Planning Dept. d� fit ��.�-a 3=1� Permit Fee �� Date Definitive Plan Approved by Planning Board Z,rf • 3 Historic - OKH _ Preservation / Hyannis Project Street Address LID S tX� U-0+ 1� VillageC,'civtnc�ll Owner CSC Address iS17 Telephone c�~ --7 75 Permit Request 44 0 �- Square feet: 1st floor: existing__proposed 2nd floor: existing proposed Total new L � Zoning District P y-Vt> Flood Plain 11 A Groundwater Overlay Project Valuation Construction Type b-)C0_4-�4QA-- Lot Size .23 Grandfathered: ❑Yes Z'IClo If yes, attach supporting documentation. Dwelling Type: Single Family ,U' Two Family ❑ Multi-Family (# units) Age of Existing Structure ki IA , Historic House: ❑Yes U41b� On Old King's Highway: ❑Yes,, 'IGo 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-_3 new Total Room Count (not including baths): existing new _First Floor Room Count I - Heat Type and Fuel: J Gas ❑ Oil ❑ Electric ❑ Other :a Central Air: ❑Yes ❑<P-o Fireplaces: Existing New Existing woo0 oal stoves ❑Y; Flo Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: La listing ®anew-Size_ Attached garage: ❑ existing Xnew size _Shed: ❑ existing ❑ new size _ Other: ^- aaa = 4 Appeftl4s V 3 Recorded Commercial ❑Yes Flo # Qo0k3 Current Use V Proposed Use ! _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Q Name _ lJ> f�- Telephone Number Address )s License # �© p �� 17D3Cv Cl) c-), Home Improvement Contractor# Worker's Compensation # W cczwq9 ALL CONSTRUCTION DEBRIS ESULTING FROM THIS PROJECT WILL BE TAKEN TO • J SIGNATURE DATE FOR OFFICIAL USE ONLY y P-APPLICATION# __-DATE ISSUED: f w t 'MAP./PARCEL NO. n `{ ADDRESS VILLAGE OWNER DATE OF INSPECTION: _FOUNDATION,, . ;' • P FRAME __INSULATION-1 . FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: r ROUGH FINAL FINAL BUILDING 4f J=:.:DATE CLOSED-OUT 1 ASSOCIATION PLAN NO. Vmr Town of Barnstab4e Regulatory Services s twwJsr�at� Thomas F_Geiler,Director Building Division Toni Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4039 Fax: 508-790-623i Property OwrierMust Complete and Sign This Section If Using AL Builder as er of the subjectproperty t . hereby authorize Zn to act on my behalf, M all relative to w m ork autho-r-ized by this building permit application for. (Andress of job) i r4tur of Owner a Print Name if Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Ma" 21. 2014 11 :25AM DOWLING & O'NEIL INSURANCE No. 4820 P, 2/3 NOTICE OF ASSIGNMENT EMPLOYER: COMBO I.D. STATUS OF EMPLOYER DAYDERRY BUILDING COMPANY INC 000266545 Coxp4ratian 1597 FALMOUTH ROAD CENTERVILLE, MA 02632 COVERAGE GROUP 0266545 Coverage under this aeeignment The Waiver of Our Might to applies to Massachusetts Recover from others >r:dormement oprrat.ions only. For coverage is available on Pool policies. outside of Massachusetts, contact contact your agent for details, the appropriate Pool or Plan for that state. INSURANCE COMPANY: AGENT DOWLING & ONRIL INSURANCE AGENCY AMERICAN 2URICH INSURANCE COMPANY OR LAURA BARON Jonathan Scharnberg PRODUCER: 973 IY.ANNOUGH ROAD P 0 BOX 3556 HYANNIS, MA 02601 ORLANDO, FL 32802-3S56 (800) 453-9041 AGENCY FEIN.201743625 CLASSIFICATION OF OPERATION CLASS ESTIMATED RATE ESTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION -------- SALESPERSONS, COLLECTORS OR.MESSENGERS-OUTSIDE 8742 $52,000 0.15 $78 CARPRS"T'AY-DWELLINGS - THREE, STORIIES 09 LESS 5651 $0 B.68 $0 CLERICAL OFFICE EMPLOYEES NOC solo $23,5500 0.09 $21 CARPENTRY-DSTACHED ONE OR TWO FAMILY DWELLINGS S645 $35,000 0.68 $3,038 CARPENTRY NOC S403 $0 9.61 $0 ROOFING NOC & YARD EMP, DRIVERS SS45 $0 20.99 £.0 EMPLOYERS LIABILITY 500/S00/500 9807 $50 MOt? FACTOR 9898 1.00 $0 STANDARD PREMIUM 53;197 EXPENSE CONSTANT 0900 $338 TERRORISM CHARGE 9740 $33 TOTAL POLICY MINIMUM PREMIUM $550 TOTAL ESTIMATED PREMIUM $3,558 DIA ASSESS. 3.0 $101 TOTAL RS'T'_ PREMIUM PLUS ASSESSMENT $3,665 INSTALLMENT BASIS: Annual pEPOSiTPREMIUM: $3,665 THIS IS NOT A BIU COMMENTS Coverage effective 12:01 AM on 03/06/14. Subject to 02/02 Anniversary Rate Date. DATEOFNOTICE: 03/21/14 PREPARED BY: PaulaCte Hoffman EXT 514 The Workers' Compensation Elating and Inspection BUrseU of Massachusetts 101 Arch Street-Boston,,MA.021:l0 (817)439.9030• FAX(617)439-6055 www.Worlbma.org Mar" 21, 2014 11 :25AM DOMING & O'NEII INSURANCE No, 4020 F, 1i3 DATE Mar-21 -2014 TIME 11:03:30 PAGES 2 ,F. ax TO Deborah COMPANY null FAX NUMBER 15087712116 NOTE Please see the attached confirmation that Workers Compensation Coverage is in place, effective 3/6/2014 to 3/6/2015 FROM Laura L. Baron, CIC COMPANY Dowling &ONeil VOICE NUMBER 508-957-4278 FAX NUMBER 508-957-4878 M Mar` 21. 2014 11 :25AM DOWLING & Q'NEIL INSURANCE No. 4820 K 3/3 NOTICE OF ASSIGNMENT LETTER 10: • « VOLUNTARY DZRWT A01MMBNT } 41,320SP The Workers'compensation Rating and inspection Bureau of Massachusetts 101 Arch Street- Boston,MA 02110 (617)439.9030 - FAX(617)439.6055•www:wcribme.org .�5 Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor 1 &2 Famihv License: CSFA-057770 - JACQUES N MORN 1597 FALMOUTfxl RDA#3 Centerville MA 02632 ' 14A\S Expiration- Commissioner 02/16/2016 Affidavit of Substantial Financial interest i, �i4��a5�421/ of Za v , on oath depose and state as follows: (�0,,� „r Ile- 1. 1 am an applicant for a building permit for the pr rty located at.Mapo2� , Parcel oLO _(` The address of the property is m A 2. 1 have.. , d0 % 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 twelve months from today's date, which is , 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 iderittifled in paragraph 1 above: Name Address P7F C , 4. Within the last twelve months, from today's date, which is , 1 have had a 1616 or greater-legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address �O'V4_p—'C1,3 CL-Q) 5. Within this calendar year, I have submitted / building P PP permit a lications•for property in which I have a 'I% or greater legal or equitable interest. B. Within the-last ten days, I have submitted 0 building permit applications for a ° property in which i have a 1% or greater legal or equitable interest: 7. Within this month, I have submitted � building permit applications for propertyin whicfi I have a 1% iegal or equitable interest. B. Within.this month, I have received building P property permits for Ped•Y in which I have a.1% legal or equitable interest. Signed under the pains and penalties o "ury, this day of , 2t)O 2001-00501arfin 1 PROJECT NAME: 1 ["-3 �u-cs e T j av-L(� ADDRESS: Y d 5 C tpoY\Ls-,,z- V-c,�ne 14 N n Y,-k �;),o I Ll© i y _ PERMIT# —`�" c k p�` ( E;"n,l + PERMIT DATE: I c L) OAS Um 0-7 d 1 M/P: "73D 4 D 1S LARGE PLANS ARE FILED IN: BANKERS BOX ~l FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX Y 4 'Ni + .y: x� G { : 4 , Yh k i^J' dS •* z r pX a T A s - y "Ss - L1 i .. 4:.z�+. � t:� '` � �t�jr �t`yk ,� k d s ` r d r t y"�,. Y f 4 .V G+. k ,2 i e i 4*z 'ADO .'�„ a t r t ss 1`�,$p`-w 1 r x * �ar�"' 4 r,k t t r `!^k F qc y E S 5 Zd + 4 }.,� t "S3 °! :�a aCt" #p 9r t fry' t`' '"k �-r a 9 i .- $ - k�-a r,� , rjt l a.� ,4a a�i�t h,,t+,, s� v+, r:', . }# y a„ a �T'+}` m'1-1 fire, ' '�y'.ET*,�,,. 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A >n j f ,k-"w x fl 4p '�" 'b ysd"'k,in't 'j.01�� .f .�'bw' �4e n�b�G +w� #�. ,ant}� 1 � �� r + ea rIS s r R , 4 - r s�o"RON� ` P` I, IF '`fir 7� ��s�r'£: 5 � ,Rw �� i ra.'C a ,3 s a z un q 1 fII "t° ,N,,t: rakt,,,.. ; 'fi.1. ,k�, § af_er' ++` i� a++r`y i = t., N 'r mr� 11 tn/�}��y�,..�h� �f; p� � R` r k t j s b r 4 ' xi # {rW � 1 y, t�Yr iJ.ii �✓+7f{V+c+?1 /iL#�✓ii1W� e �E6,:�S -. of�r+n r W'A :;.cesw. .�c M ' +^Y 7 *1. l'°'",� 'S�,s r' �9. 1 I ' ll- �" 11 i} y a „y hxa @ „N�p� ax fir, Y n x a tea r :s"c}�' :.e ''�,� y +tirh{cs'yt:" .filet�+: u^k„k } t* .r,.; xt r�.tr.�a i s',,:rhk+,.+' a€ } 't t t-�,;�s z r �` t**.m' tV:^ a ir: r:`r- ,a 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map &7 3 Parcel .2 O LI— 01-5 Application Health Division Date Issued t Conservation Division Application Fee Tax Collector it Fee F �' Treasurer - .CX7 I Planning Dept. � � • � Date Definitive Plan Approved by Planning Board '(�S � r Historic-OKH Preservation/Hyannis Project Street Address © S It e o Fl- Li k P 4� o+ Village )-Y �v*11 S Owner /�s� C fit ! l0 t? Address /J -6)41Occ� �1 R�. �F�f��ll�P lid Telephone 7 9 2-Z Permit Request S)'Il f l-,P � o-�s► / y /^ 5 / d 4 c Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay G CW Project Valuatio /s3 �'S^� Construction Type cJ a° D 19 k d a+ -e 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 go On Old King's Highway: ❑Yes *o Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 'X, Half:existing new Number of Bedrooms: existing newer_ Total Room Count(not including baths):existing new 6 First Floor Room Count Heat Type and Fuel: �Ildas ❑Oil ❑Electric ❑Other Central Air: XYes ❑No Fireplaces: Existing New ? Existing wood/coal stove: ❑Yes X o Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing )(new size i y,XZZShed:❑existing ❑new size Other: I# S'i 13 Recorded Commercial ❑Yes Flo If yes, site plan review# ►.,, Current Use 0 d e z z, �E- k Proposed Use .S 4¢ �✓i � �1 BUILDER'INFORMATION Name Biq b Pkj- Y U P Telephone Number Address �� �d �n.,�® u 14 License# O , 9 rl C 4' h Y'e t-v f 11 rP D ,? 3Z Home Improvement Contractor# P Worker's Compensation# tj eC 3-,)6 q l/® t Z 4 9 ALL CONSTRUCT 0 'DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE J Y FOR OFFICIAL USE ONLY ƒ APPLICATION# $ DATE ISSUED w . MA§/PARCELNO. . ( ADDRESS ' VILLAGE . OWNER ' DATE OF INSPECTION: A FOUNDATION FRAME INSULATION ' FIREPLACE ^ � . . ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGR FINAL GAS: ROUGH FINAL ' \ >z . • FINAL BUILDING . \ DATE CLOSED OUT ASSOCITIN PLAN NO J .\ � Client#: 15089 2BAYBERRYBU CORD; CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYYI 06/01/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling &O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyanough Rd., PO Box 1990 Hyannis,MA 02601• INSURERS AFFORDING COVERAGE NAIC# INSURED Bayberry Building Co.,Inc. INSURER A: Associated Employers Insurance Compa INSURER B: and Jacques N. Morin 1597 Falmouth Road,Suite 4 INSURER C: _ Centerville, MA 02632 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING . ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMIS S Ea occurrence) $ CLAIMS MADE ❑OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- JECT LOC AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT $ AI UTO CO (Ea accident) ALVD W NED AUTOS [ ((�� BODILY INJURY $ SGHEDULEB-AIJTOS (Per person) HIMD AUTdt$- - r-. BODILY INJURY N0JOWNED AUTOS (Per accident) $ ..,. PROPERTY DAMAGE $ (Per accident) GARAC,E;,'LIABIL { AUTO ONLY-EA ACCIDENT $ ANN.. AUTOr— - o OTHER THAN EA ACC $ C t AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY' EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ A WORKERS COMPENSATION AND WCC5004911012007 02/02/07 - 02/02/08 X WC STATU- OTH- EMPLOYERS'LIABILITY Y LIMITS ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT s500,000 OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE $500,000 - If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Insurance coverage is limited to the terms, conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance.shall be deemed to have altered,waived, or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATI( Town of Barnstable - DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL I0_ DAYS WRITTEP Building Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL ZOO Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND-UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #47850 LS1 O ACORD CORPORATION 1' ^ . The Commonwealth of Massachusetts Department of Industrial Accidents ' Office of Investigations 600 Washington Street Boston, MA 02111 91V www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeQibl Name (Business/Organization/lndividual): Ct-:;' '�.'�; ` � ttC fail C C�ra<•'� c_.�tc_C . Address: i', �/Ctibllt � City/State/Gip: GlyjUk, _k 4)&3aPhone #: Aree u an employer? Check the appropriate box: Type of project(required): 1.9 1 am a employer with J 4. ❑ 1 am a general contractor and 1 6. El<ew 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. t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.0 Electrical repairs or additions required.] 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.0 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' comp. insurance required.] Li.❑ Other *Any applicant that checks box 41 must also till out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractor that check this box must attached an additional sheet showing the name of the sub-contractor and their workers'comp.policy information. I am an emplover that is prov' b workers'compensation insurance for my employees. Below is the police and job site information. Insurance Company Name: , �� _ CYca- &J1t.A_A* 7-AiL.�6LA_CZ3 llY Policy #or Self-ins. Lic. #: /� �� 06 7 Expiration Date: a2 >� , _ Job Site Address: �_ �'_• 1 \ C d�- City/State/Zip: a�y,�rt a� ,lam 6 0 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 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations otlflthe IA for insurance coverage verification. I do lie rebv certif int er the pains and pena 'e Perjury that the information provided above is true and correct. e Signature: -� p l � '� Date: Phone#: Official use only. Do not write in this area,to be completed by city or tow '0, ial. City or Town: Permit/License It Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspect 6. Other Contact Person: Phone#: 08/27/2007 11:32 FAX 508 771 2116 Jacques Morin OFFICE TRAILER 10025 Permit Number Ccheck Compliance Report Massachusetts Exlergy Code MECcheck Software Version 3,2 Release la Checlm By/Date TME:BAYBERRY BLDRS. CITY:Barnstable STATE:Massachusetts HUD:6137 CONSTRUCTION TYPE: 1 or 2 Firmly,Detached ,nATING SYSTEM TXPE:Odjet(Non-Electric Reqistanec) DATE: 1.1/28/06 DATE OF PLANS: 112706 PROJECT 1JVFOPIAATION: CI�A1vBI;tAOK COMPANY INFORMATION: MAP INS.CO. CONOLIANCE:'Palm Maximum UA=358 You;Home=301 I 5.9%Better Than Code Gross Glazing Area or Cavity Colit. or Door Rprimmer ,Value R-Valve U- actor UA Ceiling 1:flat Ceiling or Scissor Trues 1700 30.0 0.0 GO Wall 1:Wood Frame,16" o.c. 1670 13.0 0.0 126 Window t:wood Flame,Double Pane 130 0.340 44 Floor 1:All-Wood JoisVTruss,Over Uacomlitioned Space 1500 19.0 0.0 71 Furnace I:Forced Hot Air, 85 ArUE COMPLIANCE STATEMEENT: The proposed building design described here is curisistent with the building plane, specitleatimm,and outer calculations submitted with the permit applieatiott. The proposed building has been designed to meet the Massaehnsetts Energy Code requirements in MECchech Version 3.2 Release l a. The heiiing loa for is building,and the cooling load if appxOpriate,has been determined using the applicable Standard Design o tions found in the Codc, The 14VAC equipment selected to heat or cool the Wlding shall be no greater then 125% c design load as specified in Sections 780CMR 133 0 and J4,4. f. ! Suilder/Designer _ Data A-11/Z7 08/27/2007 11:32 FAX 508 771 2116 Jacques Morin OFFICE TRAILER IA026 M(ECcheck Inspection Checidist Massachusetts Energy Code M'Kclieck Software Version 3.2 Release la DATE: 11/29/06 TITLE:BAYBERRY BLDRS. Bldg, I Dcpt, I Use I i Ceilings: [ ) I 1. Ceiling is Flat Ceiling or Sciror Thiss,R-30,0 cavity insulation Comments: I ( AboVe-Grade'Wa118: ' [ ] I 1. Wall 1:Wood l7mne, 16"o.e.,R-13.0 cavity imulation ( Comments: I T- ( Windows: ( J I 1. Window 1:Wood Frame,Double page,U-C'aotor:0,340 For windows without labeled U-factors,describe features: i #Panes Fralre Type Thermal Break?[ )Yes[ ]No ( Comments: Flours: [ ] ( 1. Floor I.,All-Wood foist/Truss,Over Unconditioned Space,R-19.0 cavity insulation I Comments; I Heating and Cooling Equipment: ] 1 .1. Furnace 1:Forced Hot,A,lr,85 AFUE or higher I Make mod Model Number I ( Air Leakage: [ ] I Joints,penetrations,and all other such openings in t'hebuilding envelope that are sources of air I leakage naist be sealed. ( ) j When installed in the building envelope,recessed lighting fixtures { shall meet one of dte following requirements: ( 1,- Type IC rated,manufactured with no penetrations between.the inside of the recessed fixture I and coiling cavity and sealed or gsskated to prevent air leakage into the uoconditiotled space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more Chap 2.0 cfm(0.944 L/s)air movement flotn the the conditioned space to the ceiling cavity_ The lighting fixture ( shall have been tested at 75 PA or 1.57 lbe/ft2 pressttre difference and sbail be libeled. I I Vapor Retarder; [ J I Required on the warm-in-w4iter side of all non-vented Ammod ceilings,-walls.and floors, I I Nlaterials Identification: ( l I Materials and equipment must be idcntiSed so that compliance can be determined. [ ) I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. ( ) ( Insulation R-values,glazing U-values,and}seating equipment a ffl.eteney mast be clearly marked on I the building plans or specifications. 08/27/2007 11:32 FAX 508 771 2116 Jacques Morin OFFICE TRAILER Z 027 i J h MYODlBrew N01 AM Duct Insulation: ( ) ( Ducts shall be insulated per Tablo J4.4.7.1. I Duct Construction: [ ] I All accessible joints,scams,and connections of supply and return ductwork located outside conditioned space,including stud bays at joist cavities/spaces used to transport air,a bgu be sealed using mastic and fibrous backing tape installed according to the mandaeturees installation J instruetioas. Mesh tape may be omitted where gaps arc less than 1/8 inch. Ouct tape is not permitted. ( ) I The HVAC system must provide a means for balancing air and watet systcrl>s. I Temperature Controls:The AC _ [ ) c Mans to artially.estrict or shut off the heating and/oostats are required fo.r each separate r co ling input to eaccb one or floor l or lshaU be provided. p lY••. Heating and Cooling Equipment Sizing: ( ) I Ratcd output capacity of the beating/cooling system is not greater than 125%of the design load as specified irx Sections 780CNR 1310 and J4.4. Circulating 1{ot Water Systems: [ ) { Tnsulate cizculating hot water pipes to the levels in Table 1. SvAmming Pools: [ ) I All heated swimming pools must have an on/off heater switch and require a cover unless over 20°/n of the heating energy is from non-depletable sources. Pool pumps require a time clock. jHeating and Cooling piping Insulation: { I HVAC piping conveying fluids above 120'F or chilled fluids below 55°F=stbe insulated to the ]evcls in Table 2. t Page 30 vo.cricvuf 11:4c rAa Sue 771 2116 Jacques Morin OFFICE TRAILER 11028 r ' ttmiae ' MY0 f EMxl 11:51 FM Table 1. Minrniam lnsulaffen Thicknns for Circulating Hat Water Pipes. Ir,aulxtion Thiclrn in aches P'ess �Pe Sues Heated Water Non-Circulate. Runouts Q=latin_e Mains and Ruaouts Tcmperature_(_Fl. UR to 1„ Ua to_I 25" 1.S"to 2.0" Qm 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0,5 1.0 1.5 100-130 0.5 0.5 0.5 110 Table 2. linfmltta IraM141100 ThioAmes8,for1fYACP1pex. Fluid Temp. trsulation Thickness '- by Pine Size,-] 1auvilL5ystem.Types lKanae f F 2"Run.o t. 1"-and Lcss 1.25"to 2" 2 "tQ 4" Heating Systems Low Preasurel'I'etztperatu a 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Rcftigerant, 40-55 0.5 0.5 0.75 1.0 and Drive Below 40 1.0 1.0 1-5 1.5 NOTES TO FIELD(Building Deportr mt Use Only) poge3 m ` f ��e "�am.�Jzaozueall� a�,.`laz;tcefivael� j BOARD OF BUILDING REGULATIONS • . License: CONSTRUCTION SUPERVISOR Number: CS 057770 B i rthdate:02/16/1958 Expires: 021.16/2008 Tr.no: 18658 Restricted:AG' JACQUES N MORK 1597 FALMOUTH RD#4 . CENTERVILLE, MA 02632 Commissioner I s���,,� ` � b,,�� 1HE . TOWN OF BARNSTABLE "Buildin o g Application Ref: 200708187* BARNSTABLE, * Issue Date: 01/24/08 Permit y MASS. Qp 1639• Applicant: MORIN,JACQUES N. Permit Number: B 20080160 ArFO MP'1 a Proposed Use: DEVELOPABLE LAND Expiration Date: 07/23/08 Location 40 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204015 Permit Fee$ 630.81 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 05770 Est Construction Cost$ 153,856 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY RESIDENCE-CRANBROOK STYLE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN JACQUES N TRS BUILDI , S1FIA OT BE OCCUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST INS& rr II HAS BE-IN MADE. 300 BEARSES HYANNISNNIS, MA 02601 40100� I Application Entered by: PR Building Permit Iss e By: _ THIS PERMIT CONVEYS NO.RIGHT TO OCCUPY ANY STREET,ALLY OR SIDE ALK +RAN ART THF,AREO• ,fBy{I�HER TEMPORARILY OR PERMANENTLY. EN.CROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED D TH ILDING ',ODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY.GRADES AS WELL AS DEPTH AND LOC OF PUBLIC WER MAY �rTNED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF.THIS PERMIT DOES'NOT RELEASE TV-APPLI N FROM E 'OND�I IONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED OR ALL ,ONT RUC °0' WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT HE TH\D ' BE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE OMPL TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURyAL MEMB S(REH). 5.INSULATION.6.FINAL INSPE �ON BEFORE0WHERE APPLICAB SEPA ry TEPERMITSAR - LECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT OC D UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BE E NULL D VO I IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT Iifi ISSUE AS NOT OVE. PERSONS CONTRACTING TH REGISTERE CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). No I� ® 5 i z ' BUILDING INSPECTION APPR c VALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health ASSESSOR'S MAP 273 PARCEL 204-015 NO LEGEND ARE ALL ZED. ZONING SUMMARY Q SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' S S S "CY WATER GATE VALVE MIN. LOT WIDTH �"�®oNER L/� -� � O CATCH BASIN MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' PROPOSED CONTOUR MIN. REAR SETBACK 15' 12'43'16 E slcN ZONING DISTRICT. PI - AHD DRAINAGE I Iiml MIN. LOT SIZE 10,000 S.F. 'sl TEST HOLE u saa EASEMENT MIN. LOT FRONTAGE 50' (20' CUL DE SAC) 3 /:`ti 5�92w MIN. LOT WIDTH 65' ... l ��.��. N72'43'S3'E 59.60' N V.I.F. CLEANOUT MIN. FRONT SETBACK 15' MIN. SIDE TBACK 10, RAISE COVER TO 65.90 PROPOSE W \66�EXLSTING CONTOUR MIN. REAR SETBACK 20' TO MAINTAIN DRIVEWAY 40 MIL LINER 60.2 SLOPE TO STREET SEE NO 6 19 PROPOSED SPOT GRADE `6 SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY & AP BENCHMARK: © N �"�� APPROX. TREE LINE DISTRICT DRAIN MANHOLE o +so.12 EXIST. SPOT GRADE FLOOD ZONE: C EL. 65.45 o v (FEMA FIRM PANED 250001 OOOSC) 9-19-85 o �ITOP FND 66.9 � f7l, (1 v 'P PROPOSED LEACHING PIT PROPOSED w REFERENCE: � GARAGE HOUSE r*i P6'X14' EFF. DIA. PITSrri PB 610 PG 95&96 14.2' — SEWER LINE RESIDENTIAL SITE PLAN -- L 144 WW WATER LINE �� RESIDENTIAL j� DECK _G—c— GAS LINE Area=10,001t —E—E—U.G. ELECTRIC PREPARED FOR: _9 Or N ANTIQUE STYE Pon LIGHT BAYBERRY BUILDING �Q 0.23f Acres SA LOCATION : LOT 18#40 SCHOONER LANE N13'27'29"E 98,70' SCALE 1" = 20' DATE : 3-5-2014 SHEET 1 OF 2 ,yF�N OF afp �rVt,%�,j 'Sy,C` N u' All ofl$08�182-4541 1 fat Sob 762-9880 O.I OJRLA N�r� CIVIL o No.4G960 No.4G502 � r`TE�E°��� down cape engineering, inc. fir se,0 5 �' SS kr.l. 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DATE FIRE DEPARTMENT DATE 8'-foci" 24•-0" IF ae•gip. - - _ 51_I�F 5.-4" .5'-lu•" - - - _ - '8"•CONCRETE WALL - - - •• DAMP.PROOFING e d .APPROVED. 4"POURED CONC.SLAB - - - - 2X6 KEY• '°•�d' ..° a 4 DECK ade aBe ade-adn d•e d'� _ - O :m AR£Q t - :10"X22"-GONG FTC.• °d d e - - - - ,. — �� - F .e,• `s 'a •CAMPACTED•GRANULAR• � .. - � //// .9 } ", .9 .ade•aped ... _...__•__... __• ...................... ..... .. ..J-..0 .1_-L .. . ... .. _ ...................... .. &I -I� {„ q •'h .m*;..:•;,.::).AA, %ke;•Yc•2.v..r^i'+ f; .:Y, pp,, ,ac Ni:., om4Y. �-.'S• ......................... •............. ... ..... .......Y ...... .................... ......... .....................-..iC .. ..............• •. ; FOOTING FOOTING'DETAILS x - - E - O - 5 CONCRETE WALL .Q 4 GARAGE : 6'_IOF - �•$J 6�$• 6�_8• b�$F 6'-8" E4 Q ° AREA ;_ - :; : •---'-'. ...____. .--- -t' : O - � � - � 1�1 IIIIIIIIMIinll�liltlllllill�llnll�lllllllilill�llnll�liill �--n11�111111111 �IIn11;1�1111111111�11p1l;illlllllllit`I r '�L ' F --__._.. 3-2x10'E......... P 4 •--•--••TYP.30"XW"X12" {' ..GO t •�� NG.FTC.W/3-I/2"RD. � i CCQNr—FILLED COL, a4 - U . - TYF 4°tuK ��W > - 'Q _ W/bMILL POLY 7 Q - . , • ' - ` , BASEMENT AND FIBERMESH _ � IQ LATERAL .. .. .. ...� 3-2xld'-,''---"; UPLIFT - _ ANCHOR BOLT AND - A __.___.. ............................ .. ..�.��f ... .. ..�'� 11111 �11 Ilkif111111111�11 li�lllllllll Q 1111 i IOl •--10/••• illl 3"X3•XI/4°PLATE WASHER - - 2X6 PT PLATE EA -0" MAIN HOUSE SPACING - _ ° G - G RAGE SPACING" e•.°de.aS.e ad'e' REA FOUNDATION PLAN P GH/` > u T"MIN. ... E--------- -------- --- -@.p. .i_ {--_ -'-' - a a a n 0•e. d•e d•a d• � e.adn•°d•e .°d•a .ade °Oe•o _ � _ a' 11111 L •' a ': a '• a 's' a '•' a �' a .. * Q , ° • -. . ..°a• �. FOUNDATION WALL innnn �niaiuji 1 ljnronl�l�1! w a 0,e°ad,e°ad:. +•0'e a A%•.a0•e .0•0. 0•e 0•4 '' 6"•12°FROM END V H e e — °.' v OF PLATES a ° a p,e ape °0'e De Oa da d•• 'e _ - _ - _. _ e v •a •e•a d•e ,°• °• pee - _ • .. rmll •,7�:»w r.z.•.,. ° : .,# a. :.:,+ur s,n,.rim,..e• A,i r.tt„ ij . - 5'-Ik." ................................. .... ad:e, 5'_SyAF 20.06 i TYP. ANCHOR BOLT SPACING _ BUILDER JOB ADDRESS - N, DATE- REVISION DRAWN 8Y PAGE SCALE }•� BAYBERRY BUILDING CO. CRANBROOK WITH. WWov�/�/�l/. � �!� ��0Co l O$14-13 +s 1 JB a--2-oF--(2-fva".r o" �8 .1./esigns ONE CAR G1 e•RAGE WI [U F—CHASE OF DRAWINGS LEAVES PURCHASER REBpON81BLE FOR COMPLIANCE WITH 4LL ('N E%AGT SQE AND REINFORCEMENT OF ALL fgNCRETE FOOTINGS 131 ALL FOO 1I —H L EXTEND BELOW FR08TLME VERIFY DEPTH. ' ' ' .� LOCAL BUILONG CODES AND ORDNANGES,JB DESIGNS t y NOT BE IELD RESPONSIBLE MUST HE DETERMINED BY LOCAL SOL CONDRIONS AND ACCEPTABLE (4)VERIFY STRIIC'NRAL ELEMEMB FOR DESIGN.SIZE PA. 8 f 4 Z FOR BITECON MONS OR FOR THE USE OF THESE DRAWNGS DURNG CONSTRLCTION PRACTICES OF CONSTRUCTION.VERIFY DESIGN WTIV.LOCAL ENGINEER. WRN LOCAL ENGMEEF Alm BU°DMG 041CIAL8. YEI4T ELl@,WTAEX2 MA 034Cd CUSTOM CAP CUSTOM TOP RAIL • �- 3-2X8'B PT SIDING W 2X2 BALUSTERS TYP.HANGERS r TYP. I ' DIAM. - 4"MAX.CLEAR d o CONC.FILLED J - m m 4 SPACE BETWEEN TUBE 48"BELOW •-------------- Q H �••'2X8 PT I GRADE. ICE a WATER BEHIND NAILER O gN6„i m IIII 1 ALUM W/FLASHING TOP OF NAILER Z NAILING STRIP CUSTOM TOP RAIL TYP.2X6 PT SILL IX DECKING E - II'-0° TYP.HANGERS . 3-2X8 PT BEAM 2X8 P TYP.RIM THROUGH BOLT TO EACH POS ______________________________________________ 2X8'e®16"O.C. WITH TWO 3/4"DIAM.BOLTS. IX TRIM BRD. •s�.° L TYP.JOIST HANGERS ;o; POST ANCHOR a Y O° 2X8 PT NAILER BOLTED - - - .p�• W-3/4"LAG BOLTS 24"O.C. - 9 s .', > •° DEk•e',°pb• a �.° .° GIRDER BELOW IL TYP.BLOCKING °pe u n u n n 11 a If u u u u if le if el n 11111 11111 n oil lie n n If u ern 111 LI Apq" n"°O,0 O O J J °°'°�• y O O r 2XIO's a Ir."O.C.—► r 2XIO's a 16"O.C. EXTERIOR DECK DETAILS TP.Y HANGERS GIRDER BELOW ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ _ _ __ ___ ___ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ 1 11 11 11 Ii 11 i 11 11 11 11 11 11 11 FLOOR FRAM INCH FLAN ` ®o O O O I V X r 2XI0'6 o I6"O.G.-y n Q �m(L u I u o r 2X10's 0I6"O.C. J J J -I 2Xi0'B o 16"O.C. C�i I I G O d/—GIRDER BELOW 2XI2 RIDGE t m II 111 In 111 111 111 111 111 in ill 111 111 111 111 11 Z 2XI2 RIDGE y z r 2XIO's o I6"O.C. m a d g g g 4 g m X n r J J J J J 2XIO'B v 16"O.C.---► 2XI0 PT r 2Xi0's®I6"O.G.—► m m m m O IQ O p O Y S'-Iy4 TYP.HANGERS S'-Sui" $, TYP.GB 6 BASE P. 12"DIAM.CONC.FILLED (UPLIFT 4200) TUBE ON 24"X24"XI2"FTG. c ,I 'i OR EQUAL. GRADE in O Q "B " T--- ROOF FRAMING FLAN DBL.2XIO'B® 4 ;DBL.2XIO's®� DBL 2X10's iI °SIG FOOT`• '° TYP.-2X6's®THIS GABLE ONLY BUILDER JOB ADDRESS DESIGN DAIS REVISION DRAWN BY PAGE 6CALE BAYBERRY BUILDING CO. CRANBROOK WITH �`^"^��U � � !/ � 0 r 05-14-13 M 1 JIB °-3—oF (p 1/4"•1'0" J.8 1�eslc,ns ONE CAR GARAGE WI lU PURCN40E OF pRAWq Ge LEAVEb PYRCHABgi RESPONSIBLE FCR C0 PLIANCE W N ALL W ENACT BISE AND REINFORCEnEN OF ALL CONCRETE FOO ING9 S)4LL FOOTINGS BNALL EMBm BE OW FRpBTL vERIF DEPTH. Zf LOCAL BUILDING CODES AND ORDMANCEO.B DESKxN6 ttAY NOT BE 1 REBPON•sE MUST BE DETERMINED BT LOCAL BOIL CONDITIN AND ACLEPTABLE !4)VERIFY 6TRIlCT1lftPl ELEMENIO FOR DESIGN.61ZE p.O,BOx ffiq �•�81 4 -�f' FOR 6n COFmRION6 OR FOR THE 118E OF THESE DRAWPlGS DIIR°IG CONSTRUCTION. PRACTICES CF CONBTRNCTION.VERFA'DW.N WITH LOCAL ENGINEER. WITH LOCO ENGMEER AND B.ULLDRYs OFFICIALS. flla9T BA4K°Ted v MA.Oi1B8B RIDGE VENT RIDGE VENT 2X12 RIDGE - 2XI2 RIDGE 2X10 RAFTERS®I6"O.C. I/2"ROOF SHEATHING 2XI0 RAFTERS a IS"O.C. IS-ASPHALT PAPER '^ "ROOF SHEATHING ASPHALT SHINGLES D -- — ASPHALT ROOFING 15•ASPHALT PAPER 15•ASPHALT PAPER ASPHALT SHINGLES _ - '� ------------- I/2"SHEATHING ___ TYP.N2.5A TIES "TYP.2X8'e a Jr." DRIP EDGE -- — •1 R38 NSUL. m 5"GUTTER II-1/2"LVL'e IX3 STRAPPING ® 3-2XIO'e �e nG Baoe. 1X3 TRAPPING ® -- — 5/8"F.C.WALLBOARD b21' ALLBOARD Q 5/8"F.C.WALLBOARD BGS2-3/6 GAP MASTER 1 2"WALLBOARD - - - IX8 FACIA (UPLIFT 800) PORCH . BATH 6'e a 16"O.C. GARAGE 2X6't m 16°O.G. m BEDROOM ,� - IX SOFFIT - 112"WALL SHEATHING 10"RD.COLUMN—, O vabTED 21 INSULATION 2-I/4"VENT HOUSE WRAP OR EQUAL 1 WALL SHEATHING 3/4"T/G PLY. OUSE WRAP OR EQUAL - NOTCH BED MLDG. SIDING 2_2X10'6 P NOTCH FRIEZE 1x DEccING NAILED a GLUED. IDING � TO RECEIVE SIDING. 4"CONC.SLAB I III .. ... ... .. .. -- -- CB66 ABE (UPLIFT 4200) % 30 INSUL. 2X10'e a 16"O.C. ® -- - - BASEMENT - sr -- - X CROSS SECTION (A) 4°GONG.SLAB EAv EAVE DETAILS CROSS SECTION (C) 1 G RIDGE VENT - 2XI2 RIDGE X 2XIO RAFTERS®16'O.C. m 1/2"ROOF SHEATHING — IS'ASPHALT PAPER ASPHALT 814INGLES 1tT - - ® ------ -- Nk SIDING ASPHALT ROOFING 15•ASPHALT PAPER N _ ............. 1/2"SHEATHING R38 INSULiX3 STRAPPING TYVEK OR EQUAL TYP.1415A TIES 1/2"WALLBOARD i/2"SHEATHING DRIP EDGE 13KITCHENLIVING5"GUTTER I/2"WALLBOARD y�2X6'e®16"O.C.R21 INSULATION 3/4 T/G PLY. SHINGLE STARTER 1X8 FACIA 1/2"WALL SHEATHING COARIX SOFFIT HOUSE WRAP OR EQUAL NAILED GLUED. - r F _ - 2-1/4"VENT 2X10e B 16 O.G. r 2XI0 e e 16"O.C_—►SIDING • , 2XL SE SILL _ 1-3/4"BED MLDG. SILL SEALER30 INSUL. NOTCH FRIEZE 3-2XIO'e GIRD -3-1/2"GONG.FILLED S �OPIONIAL RING 2"•5 ROD G EARTO RECEIVE SIDING. LOLLY COLUMN. _ n!•O.•! BASEMENT 5/8"XI2"ANCHOR BOLTS, 4"CONC.SLAB • ° IUATER TABLE DETAILS SILL al SILL DETAILS E»3 EAVE DETAILS CROSS SECTION (S) f t BUILDER JOB ADDRESS DESIGN pr Off//QQQQQQ ff j� �j DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. CRANBROOK WITH '-��-✓'-✓�'�� �U � v �G�-'mil J,8 L��s�gns ,, Or✓--14-13 N 1 JIB •�.oF� 1/4".I'-0" ONE GAR GARAGE WI lU FURCHAbE OF DRdWWG6 LEAYE9 PURCHA962 REBPON618LE FOR LOMPL ANCE WITH ALL L ExACT bIZE dNp RE NFORCEMENT OF ALL CONCRETE FOO MG5 3)dLL FOO INGS SHALL Ex Em BE OW R08RME ERF DEPTH. +rr°r+r•r" " LOCAL WILD—CODES AND ORDMANCEB.JB D IGN6 MAY NOT BE HELD REEF'O--- —TOE DEfEEI IN -BY LOGN_bDIL—NDRIONb AND ACCEPTABLE !4)VERIFY bTRUCTL'RAL ELEFIENtO FOR DESIGN!01ZE P4.BOx�e �8 f 49¢95j4 Z FOR SITE C0 17101,19 OR FOR THE 119E OF THESE DRtAWMGv°pIRMG CONSTRUCTION. PRADTICES OF OONSTRIICTION.VEfIl-DES*.WITH LOCdL ENGINffi2. WITH LOGO ENGINEER AND BULLDMG 0 ICIAL6. L tl r BAVK9TdBL2 hFt 016id 1 F E r rWALL FULL HEIGHT SHEATHING- ACTUAL SHEATHING=_93—% Min.Requlred�'�•%) I ®, - - - RATIO= 1.50 - EDGE NAILING._°"_O.C. FIELD NAILING._jLO.C. "M O EXTENDHEADER E4 DDDD❑ . TO KING STUD -.� ,I D❑ ❑❑ _ rWALL LENGTH=, -Q" 9M :.:...:. .:: :. ...: Q FULL HEIGHT SHEATHINCs=13'_-�i, _ m .ACTUAL T t = % �'- � C L SHEA H NG ❑DD®D _� III` Min_ %. + Re utred J � ®❑El❑❑ 'RATIO. �'•' .-... - ... I EDGE NAILING.�O.C. FIELD NAILINCza_�?"O.G.3'-5. 3'-S= b•-I" T-0= 3�= T.�u SHEAR SHEAR SHEAR _ SHEAR SHEAR SHEAR SHEAR L.—.—-—-—-— ' NAIL TOP PLATE WALL Ib'-0" WALL WALL 21'-0,� WALL WALL WALL 20'-0 WALL �. TO HEADER WITH NAIL SGHEDUL " TWO ROWS OF Ibd ad COMMON rWALL LENGTH= --�, rWALL NAILS AT 3"O.C. SHEAR WALL jSHEATHING- - AT 3"O.G. FULL HEIGHT SHEATHING. I3,-i" FULL HEIGHT L4_-✓� - -- • .ACTUAL SHEATHING. �_% �@_% ACTUAL SHEATHING= FRONT ELEVATION I (Min- RATIO. 1.5p Ired.�L%) I I RATIO. 1.5p 'EDGE NAILING.f2"_O.C. I I EDGE NAILING=�O.C. T WITH 2 / "AN NOR BOLTS 58 G B I = "O.C. ' I 'FI NAIL NG F ELD NAILING• "O.C. ELD _JZ JZ I— — — — — T WASHERS — - - 3"X3"PLATE W — 100% i - ,SHEAR.'�' 100% e x . LLu !.e 0•e•.e B•e•.ed•e•.AB•e .AO�e SHEAR SHEAR • •. •. _ - i WALL 22'-0" WALL SHEAR WALL . GARAGE OPENING DETAILS LEFT ELEVATION - 1 x WALL LENGTH= FULL HEIGHT SHEATHING.33-4 12 y - ACTUAL SHEATHNG=�5_% ED t(F O.Required_(p�%J I 111 i RATIO=J r.,L'Q EDGE NAILING• 'F N I N O.C.EEB IELD A LI Cs= . T,.2ig" 5-0" 5'-"": 12'-0". SHEAR WALL SHEAR WALL SHEAR WALL SHEAR WALL SHEAR WALL 13'-O" 5'-8" Y-O' '11". 63'-0" r.—_—.—_—___—_, SHEAR SHEAR SHEAR SHEAR WALL LENGTH=�3_-Q c WALL WALL WALL WALL 'FULL HEIGHT SHEATHING-35'-T SHEAR WALL - 44'-0" ACTUAL SHEATHING-_9!2_% - i RBqulred�%) j REAR ELEVATION SHEAR WALL RATIO.1.50 - 'EDGE NAILING=�O.C. I _ - IEE LLUILIJ--L ILL •FIELD NAILING=-_IZO.C. RIGHT ELEVATION L.—•-----------I - - BUILDER - JOB ADDRESS DESIGN - - - N p p p�p p� // p n p {,t Q� D�TE REVISION DRAWN 8Y PAGE SCALE BAYBERRY BUILDING CO. CRANBROOK WITH w�M1Jl//U/{� „ � 0VV/ � ' 05-14-13 *I JB 1/4°4-0" the lc:>e✓a�gns ONE CAR GARAGE W' LOCAL BUILDMG CODES AND ORDMANCE6,-I9 DPbiGNb MAY NOT BE HELD RE6PONbiB1.E MUST BE DETERMINED BT LOCAL SOIL CONDRION6 AND ACCEPTABLE (d)VERIFY 6TRIlCTl1RAJ.ELEFIEMS FOR DESIGN J 69E BJ� .�;,r.�C Z FOR BYfE CONDITIONS OR FOR THE USE OF THESE ORAWMGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DM*N WITH LOCAL ENGINEER. WITH LOCAL ENGINEBi AND BULLDMG OFFICIALS. E@9r BAR/gTLKE MA O168B M ALUC GUIDE TO UJOOD NE MASSAGH TI USETTS C EGKLIST E 8 FOR COMPLIANCE CMR 5301,ON IN HIGH WIND AREAS 110 MP14 WIND �1'1J CHECK WIND ZONE COMPLIANCE LI SCOPE WIND SPEED(3-SEC.GUST)____________________________________________________________________________110 MPH 1 WIND EXPOSURE CATEGORY................................................................................6 1.2 APPLICABILITY NUMBER OF 8TORIE5(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) 2 STORIES<2 STORIES_)L NuhBER NunBER OF JOINT DESCRIPTION COMMON BOX NAILS NAIL SPACING ROOF Prrc ROOF HEIGHT (FIG 2) ..................................... IS < 33'�1/ NAILS MEAN ROOF HEIGHT............._ _______ _____.(FIG 2) ---------------__.._.__. ............ IS FTC 33'�L BUILDING WIDTH,W...................................(FIG 3)..._..................................44.FT<80' 1/ ROOF FRAMING ,. BUILDINGLENGTH,L....__...........................(FIG 3).............................__..._...E2°i FT C SO'�aL BLOCKING TO RAFTERS ROE-NAILED) 7-0d 1-bd EACH END BUILDING ASPECT RATIO(VW)__________________._----(FIG 4)-__.____._-___--.--_-._______________J.�<3:i�]L _ RIM BOARD TO RAFTER(END-NAILED) 1-i6d }I6d EACH END NOMINAL HEIGHT OF TALLEST OPENINd................(FIG 4).....................................�' <6 WALL FRAMING 1,3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS(FACENAILED) 416d 5 Wd AT DINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. �L _ - STUD TO STUD(FACE-NAILED) T-I6d ]-16d 2,1 FOUNDATION - TYP.FIELD NAIL SPACING HEADER TO HEADER(FACE-NAILED) 16d Ibd 16 O.G.ALONG EDGES FOUNDATION WALLS MEETING REQUIREMENTS OF ISO CMR 5404.1 - ad COMMON s 6"O.C. FLOOR FRAMING CONCRETE.............................................................................................. -.,L 1. JOIST TO SILL,TOP PLATE OR GIRDER ROE-NAILED) 4-Sd 410d PER JOIST BLOCKING TO CONCRETEMASONRY.................................................................................... �- TYP.l/Ib"WOOD ,••' '••..' , BLOCKING TO JOIST OR TOP PLATE ROE-NAILED) 3 bd 416d EACH BLOCK STRUCTURAL PANEL - 2,2 ANCHORAGE TO FOUNDATION \—' j',• LETDGER STRIP TO BEAM OR GIRDER!FACE-NAILED) 3-16d 416d EACH JOIST•• JOIST ON TO BEAM ROE-NAILED) }IOd PER JOIST 5/8"ANCHOR BOLTS IMBEDDED OR 5/5'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY •s "•> '> BAND JOIST TOJOIST(EPID-Na1LED) 3.164 416d PER JOIST BOLT SPACING-GENERAL.........................(TABLE 4)....................... _. IN.�L \ SAPID JOIST TO SILL OR TOP PLATE ROE-NdiLED) bi6d 3-16d PER JOIST BOLT SPACING FROM END/JOMi OF PLATE.........(FIG 5)_______________.........__________�JZ IN.(6"-12°_�L BOLT EMBEDMENTCONCRETE............__ - " ". ••;.'•',•-•• ROOF SHEATHING. ______.(FIG 5).._._............................. .�.�IN.>1'.�1L .•.•• ••�• BOLT EMBEDMENT-MA SONRY......................(FIG 5)..............__....._._._._._..... n-IN.>15" TYP,EDGE NAIL SPACI ••i;i••r -_—. '—_— WOOD STRUCTURAL PANELS PLATE WASHER....................................(FIG 5)......................................>3°X3°XV4' (Ed COMMON•6'O,G,) °,•`•',•`•'.: ••• RAFTERS OR TRUSSES SPACED UP TO 16'O.G. ad IOd 6"EDGE/6'FIELD 3,I FLOORS RAFTERS OR TRUSSES SPACED OVER 16"O.G. Bel IOd 4"EDGE/4"FIELD ',.' '„' GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6°EDGE/6°FIELD FLOOR FRAMING MEMBER SPANS CHECKED............(PER 190 CMR 55.00).............._........__......._. �� RAFTER CONNECTIONS WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION.................(FIG 6)......................................1�FT<D'�L NON- TYP.H25 TIES GABLE ENDWALL RAKE OR RAKE TRUSS 0d IOd 6°EDGE/."FIELD .., LOADBEARING TYP.HORIZONTAL DOUBLE FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LE55 2•FROM EXTERIOR WALL(FIG 6).......................... �L �•, NAIL EDGE(STAGGERED NAIL W/STRUCTURAL 0 TLOOKERS MAXIMUM FLOOR JOIST SETBACKS STUD WEIGHT UPLIFT •° PATTERN Ed COMMON��" ABLE ENDWALL RAKE OR RAKE TRU56 ad bd 4'EDGE/4'FIELD SUPPORTING LOADSEARING WALLS OR SHEARWALL,(FIG 1)...................................... > O.C.O'C' W/LOOKOUT BLOCKS _________________________�-FT<d�L MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL '`i', •' m1 ADBEARING - - �- GELLING SHEATHING SUPPORTING LOADBEARING WALLS OR BHEARWALL.(FIG B)......................................13_FT<d.�- HEGHT 20• .. .,'• P.T/I6"WOOD STRUCTURAL STUD HEIGHT GYPSUM WALLBOARD Sd COOLERS - 1"EDGE)b'FIELD FLOOR BRACING AT ENDWALL6.......................(FIG 9)................................................ .�L ,.' ,.' •,. >,. VERTICAL PANEL SHEATHING FLOOR SHEATHING TYPE..............................(PER ISO CMR 55.00).................................. �L �I MAX.WALL WALL SHEATHING . i FLOOR SHEATHING THICKNESS..................._.....(PER 150 CMR 55.00)............._.........._. 3/A IN.�L '.•` '.+'. •° P.VERTICAL EDGE NAIL HEIGHT 10' _ WOOD STRUCTURAL PANEL FLOOR SHEATHING FASTENING........................(TABLE 2)�Hi NAILS AT r JN EDGE/�_IN FIELD I/ •: •. ••> •.'i SPACING!Bd COMMON STUDS SPACED UP TO 24'O.C. ad bd 6'EDGE/D"FIELD 4A WALLS " O.C.) 1/2'AND 25/32'FIBERBOARD PANELS ad 3"EDGE/6'FIELD WALL HEIGHT In,GYPSUM WALLBOdRD 5d COOLERS T EDGE/10°FIELD ..f:'• WI LOADBEARING WALLS.............................(FIG 10 AND TABLE 5)....................... A FT(10'�L '• ••°•- a ELD NAIL SPACING FLOOR SHEATHING NON-LOADBEARING WALLS........................(FIG 10 AND TABLE 5)........................A FT<20;�.)L •: .,.> .,.> .,> P.FI WOOD STRUCTURAL PANELS 8d COMMON a_O.C. WALL STUD SPACING___________.................................(FIG 10 AND TABLE 5)...................J6-IN(24°O.G.�L� •• •• •• - GREATER LE55 ad lOd 6'EDGE/u"FELD WALL STORY OFFSETS (FIG 1•8)...................................�_FT<d�� • GREATER THAN 1• IOd IOd 6'EDGE/6'FIELD 4.2 EXTERIOR WALLS' WALL STUDS GENERAL NAILING SCHEDULE LOADBEARING WALLS.............................(TABLE 5).__........_..........__....2X J2w_-$-FT.Q_IN..�L LATERAL •>' NON-LOADBEARNG WALLS.........................(TABLE 5)............................2Xj2--�-FT�IN�� . . •.. ,, . GABLE END WALL BRAGINGI 0 RILL HEIGHT ENDWALL STUDS.......................(FIG 10).............................................. �- a .°D'e .°db �•• D'a .°e•a . Gy ATTIC FLOOR LENGTH.........................(FIG 11)....................................�FT)W/3�� \ ,•, GYPSUM CEILING LENGTH(IF WSP NOT USED)........(FIG IU-----------------------------------nFT>0.9W_dL ; e l' n �•e ° s 'e e' a ' AND 2X4 CONTINUOUS LATERAL BRACE s 6 FT.O.G.lFK+II)............................................... �L 44Fr SPACIGINE •e 0'e D•e SHEAR � ✓`. e•e D•e OR ec3 CEILING FURRING STRIPS•Ib SPACING MIN.WITH 2X4 BLOCKING o 4 FT.SPACING IN END_........... _1L .. ° + DOUBLE TOP PLATE e • o '.' JOISTOR TRUSS BA75.................................................................................. �)L °. v a DOUBLE TOP PLATE a °• 24°O.C.MAX. 24°O.C.MAX. - - e D•e SPLICE LENGTH.................................fFIG 13 AND TABLE 6).............................��FT�L a° STUD SPACING�'e d•e t +. . STUD SPACING° •• • e �' SPLICE CONNECTION MO.OF Ibd COMMON NAILS) GABLE Gil_...................................... �L o i�� °•� a •• a e _ a ° LOADBEARNG WALL CONNECTIONS '•a .°d•e.°e•e'. do D'e 'e �c:°D•e.°d'e.°d••• LATERAL(NO.OF 16D COMMON NAILS)...._.......(TABLE V........................................ �_ +. '. •. : .. '•. `e +•. a +•. NON.LOADBEARING WALL CONNECTIONS • °• e! s! a! a• s -° •.O n LATERAL(NO.OF Ibd COMMON NAILS)............(TABLE B)......................................._2 DOUBLE HEADER_ �L ', .°e•e .°e•e n .°e'e D+ ' LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENING$FOR COMPLIANCE TO TABLE 9) HEADER SPANS.................................(TABLE 9)..._.........................-AFT-,AJN,<11'_1/ SILL PLATE SPANS...............................(TABLE 91..............................P_FT 0 IN,<II' I/ FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE 9)....................................... 3 MAXIMUM WALL STUD HEIGHT ,.STUD SPACING , - RILL NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE J HEIGHT HEADER SPANS.................................(TABLE 9)...............................9 FT QIN.<12' 1/ RAFTER CONNECTION AND WALL SHEATHING STUD SILL PLATE SPANS..............................(TABLE 9)..............................AFT QJN.<12'. / OUBLE JACK STUD FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE 9)....................................... 3_ _ 1/ IREQUIREMENTS AT EACH END OF HEADER EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLI' MINIMUM NUMBER OF HEADER SPAN HEADER UPLIFT LATERAL WINDOW SILL PLATE MINIMUM BUILDING DIMENSION,(W) " <FT J 612E FULL SIGHT NOMINAL HEIGHT OF TALLEST OPENING.......................................................... g<6�8°�� STUDS (LB) (LB) 1 SHEATHING TYPE................................(NOTE 4)..........................................(Z_ %/ EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESS)................... IN._a 2' 2-2X4 1 271 132 ,. ... ____ ._.__ .._._ _-_. --- ---------- FIELD NAIL SPACING.............................(TABLE 10) .................................... N.�L 3 2-2X4 2 416 ISO SHEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 10)......................................_ �- SEE PAGE 5 OF 6 - PERCENT FULL-HEIGHT SHEATHING.___.................RABLE IOJ................................ % .�L 4' 2-2X4 2 554 264 •• 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8'(DESIGN CONCEPTSI......................... 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L) 6! 2-2X6 3 831 396 ✓---"----"•'---'-"' NOMINAL HEIGHT OF TALLEST OPENING)_______________________..__--........_...._......._._..��<6� �L .: � SHEATHING TYPE...............................(NOTE 4)........_........___.. ......... _.. I/2 �L 11 2-2X8 3 9l0 462 • a a ° • ° •-° , . EDGE NAIL SPACING-----------------------------(TABLE II OR NOTE 4 IF LESS)...................._N._� 8' 2-2Xf2 3 1108 528 :. e•e en •e•e e•e a •°d•e .°e'e 'e•e.°d•e e . a e \e '. a +a•.w.i, ,a, ° +e, a,pa FIELD NAIL$ECTIONACING(N_______________________ )(TABLE 11..._...._..................._.....___._.IN.�L SEE PAGE 5 OF 6 _ - - 9' }2Xi0 3 I 41 594 e! d' •° •° 1 •d,e SWEAR CONNECTION MO.OF 1IN COMMON NAILS) (TABLE IU.______........................................ �L .°d'a .°da .°e•e .°d•e .°e'• °A��'•°'° °' .°dro•�e'a e •.. n.. PERCENT FULL-HEIGHT SHEATHING (TABLE 11)_________________________._....____.___% �L - 10 }2XI2 4 I�B5 "0 +. ,. .. •. TYp.ANCHOR BOLTS AND o ••' a •:5%ADDITIONAL SHEAT14NG FOR WALL WITH OPENING>6'B'(DESIGN CONCEPTS).......................... .�L II' 4-2X10 4 1524 l26 • • ° • °.e,�° e,!° 3"X3"xl/4"PLATE WASHER.e! a! ° WALL CLADDING - - - � °•', 4 RATED FOR WIND SPEEDT..................................................... ...........-, �)L 'a .°e•a .°d•e .°d•e.°e'e .°O'a d'e d'ed'e d•e .°d'e . TABLE S. WALL OPENINGS- HEADERS ';;,° "4a ° '<;, . e e 5,1 ROOFS a .°e•e .°D•e.°e•o .°ee.°en.°e•e 9e•. .°da ea•.°an ROOF FRAMING MEMBER SPANS CHECKEDI(FOR RAFTERS USE dS.SPAN TOOL.SEE BBRB WEBSITE) _� IN LOADBEARING WALLS ' :: IROOF OVERHANG...................................(FIGURE 19):..............1-I/2 FT<SMALLER OF 2'OR L/3_�L - _ TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: •"4 "a -e 'a 'a PROPRIETARY CONNECTORS e'e O'e d•a e'e. d•e .°e'a•°d'e .°D'• .°e•e .°O' 1. THIS C14EKLIOT SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE UPLIFL_______________________________________(TABLE 12).....................................U.16.9pLF�_ "'•'••"............• REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM I,IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... .....................................L.J]f�PLF�L AND HOLD DOWNS ARE NOT REQUIRED PER THE WFGM 110 MPH GUIDE: - SHEAR.......................................(TABLE 12)................................... b•�PLF AIL A,STEEL STRAPS PER FIGURE 5 - - RIDGE STRAP CONNECTIONS.IF COLLAR TIES NOT USED PER(TABLE 132.............1f.._..___--*......T.f�PLF I_ B:20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER............................(FIGURE 20).............. ° FT<SMALLER OF 2.OR LR..�L C:UPLIFT STRAPS PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS - D:ALL STRAPS PER FIGURE r1 - PROPRIETARY CONNECTORS - - , - UPLIFT........................................(TABLE 14).....................................U•�.(1LB..�L 2. IXE CORNER STUD HOLD DOWNS PER FIGURE I8a AND FIGURE Ieb CEPTION,OPENING HEIGHT OF UP TO FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT FULL-HEIGHT SHEATHING LATERAL(NO.OF 16d COMMON NAILS)..........(TABLE 14).....................................L•_L REQUIREMENTS SHOWN IN TABLES 10 AND 11. STUDS AND HEADERS ROOF SHEATHING TYPE..............................(PER 180 CMR 58.00 AND 55,00)...................... 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2'N,,,NOMINAL THICKNESS PRESSURE TREATED-2-GRADE. - ROOF SHEATHING THICKNESS,............................................................... 1/2_IN,>1/16"WSP�L q A,FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT RJLL44EIGWT - ROOF SHEATHING FASTENING..........................(TABLE 2)............................................. �?L SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN ' - - q �Q�(M Q/S OM DATE REVISION DRAWN BY PAGE SCALE �•-� BAYBERRY BUILDING CO. GRANBROOK WITH ��✓I=✓�N/mil/�UU Op�VV/�1�/0/l//� OB-14-13 • I JB •�OF, 1/4"-1 Js 046.4 gn.� ONE CAR GARAGE OI NLCC AL BUILDING COO.AND ORDINU4NCESgJB DESE..N.-NOT BE HELD RESFONS, c (2)IX�BE DEi ERMINT 6M ANDTNED BY L CAL g L CONDITIONALL ANDAND-ABLE (4)VFRI�TITRUCf1alNRAL El 94E FOR DESIGN 512E�IFY DER H. P.O,BOX] ' POR BITE C-MON5 OR FOR THE USE OF THFJIE DRAWIIN DURING CONSTRUCTON. P TICES OF CONSTRUCTION VERGY DESIGN WIT.LOCAL ENGINEER. WTH LOCAL ENGINEER AND BU--OF,,C,ALZ. LEST B4RdYaTdBLE (508)L494-9-1.34 Z 1 SMOKE DETECTORS REVIEWED : o B RNSTABLE BUILDING DEPT. DATE - --=_- = FIRE DEPARTMENT DATE - H SIGNATURES ARE REQUIRED FOR PERMITTING - T 71 BO l CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE { \, _ - _ 1 Y -- 11 Y t . 710HP4W95. .._2s_k46�.__._... --- i (j --- 'L��S,\`E�Z.Z---�_........_ _..,.:�: r- APPROVED BY: '.'DRAWN BY DATE: ' �REVISED - - - -- JDRA;WN7M6E_R_ _ E'll _ usI�Gt�Sr ----------- i— .. ., __....___ .-. ._ _ ..__........ _...... -- - -All Up, °' _ •+ "�' APPROVED BY: SCALE: , .�......_ :DRAWN BY DATE: REVISED ' - DRAWING NNU`M�/BIER • P i " r i •� ,i I I a o a tit I IT t t� e\. J k 40- r 2 iu �i p iI; sJ S SO IT M : tF- , - i IS rT 1 s � i i r i J SO cill SG_AM / ^ .APPROVED BY: , 'DRAWN BY .. '.DATE: REVISED - -- e C. .0 I I ' i � I ' I +� I C a ray I -7 Rf s � I � ' 't! i ' I { d 1 �. is ills O ate r. I it F n I IL Q.'.p r� O _- .__..._.._.._..._..._.._..._...__.. -- --_.._. . _.......... -_ - i, 71 : S f , �i i E u E z i S e 31 {4 I 1 i - �; it i j �� � S � t#� ' � �( 3 { ' '1 � { ! i F � { �€ Y--I -- - t I _ ._'_.—'=.r�-X.1L..♦ZIiS_ � _.._..___...- ,- ..---- i { 1! it t ) ' y ; ii 11 . f ' ' i I t •i : :� i _11� .-_rt i i. ._ i 1y - I 1 f I i. T (i .�x3•.SI.CeJF.L'�f'iE.itJ _ - \\ . I � � i � {i 3� I � � j ( �# y ( 3 { � I �. i' � � �) 4 � �3 .I � .t •i I� � \ .._��2"�SI:IFFTF2CJCtc_ _. :.�_ � \�� ;yp I � (, tj ij f � I, {i i 'I � I � � ! 1 !t I {g j �{ �! �'E( �Ij � s ! � (�� N- -- •___... _ __ _ - _. . . `r k� c.�.i:� _. ._..._ I.' it It � I 1 1 ! j f - � ' f II ,.� � I ,i ' ��:_ i �I.�. i-o It���. �� � i•; � lZt__Rtrxc3S,.1 .,.... t- ; 'I j �- i - .I ! ' ! ! 1,3�if•'s L?Ct1klz.LF'=. _ ."- .. It FI -'-1, _. {! 1 # ,{ APPROVED BY: -- 11) .__......-_. :DRAWN BY : . DATE: .REVISED • DRAWING NUMBER , a ± i - � 3. I I. et I' i�i It F ±s �•#, i �i -� i � � - -ii t! .ii ;I 4 r J �l± 1 �j �I• 1� I . � 1� "�I i� I 1 1 ' I t ! I Jt �i I f , ' 1 t , ; J I , Y r` SCAL APPROVED BY: 'DRAW N.BY ~ DATE: REVISED DRAWING NU//M��--BEyyR��� - ASSESSOR'S MAP 273 PARCEL 204-015 NOT ALL LEGEND ARE UTILIZED.SYMBOLS ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANTI MIN. LOT SIZE 43,560 S.F. CHOONER ANE MIN. LOT FRONTAGE 125' S _� �Oo WATER GATE VALVE MIN. LOT WIDTH — CATCH BASIN MIN. FRONT SETBACK 30' lob W I O MIN. SIDE SETBACK 15' [55] PROPOSED CONTOUR MIN. REAR SETBACK 15' W W N12°43'16"EW W 98 69' - � SIGN ZONING DISTRICT: PI - AHD / o N12°43' 6' rH1 / MIN. LOT SIZE 10,000 S.F. I o W ( TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) MIN. LOT WIDTH 65' \ cLEANouT MIN. FRONT SETBACK 15' DRAINAGE/ INV. \ ExlsrlNc CONTOUR MIN. SIDE SETBACK 10, EASEMENT 61 .766 MIN. REAR SETBACK 20' 1.9, 66� CRAWL I 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE SPACE GROUNDWATER PROTECTION OVERLAY & AP I APPROX. TREE LINE DISTRICT J 66 4 TOP FND 66.9 o I + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C o J (FEMA FIRM PANEL## 250001 0005C) 9-19-85 o rn l PROPOSED PROPOSED LEACHING PIT o w HOUSE - c� ;: Y'-;: REFERENCE: r 6'X14' EFF. DIA. PITS PB 610 PG 95&96 17.5 Cranbr00% Z S SEWER LINE RESIDENTIAL SITE PLAN �9,2' rn I W WATER LINE DECK I ' ' I 0 GAS LINE L 66' `7 PREPARED FOR: E U.G. ELECTRIC Area=1 0,001 f Sq. Ft. ANTIQUE STYE POST LIGHT BAYBERRY BUILDING M Or N ZH OF Ma N13°27'29 E 98.70' 0.23f Acres o� DANIEL ti� � D ssq OCATION : LOT 18 #40 SCHOONER LANE " � � a ti� MA ALE : 1 " = 20' DATE : 1 2-21 -07 �ANd m oi3 �Z�21+0, SHEET 1 OF 2 N 0R, c pi 1 !S �? Cn S/p off 508-362-4541 80., �� fox 508 362-9880 P'CSS\0y P�O�cs GlSTELNG��a do wn cope engineering, Cl VIL ENGINEERS Scaler~= 20' 'zf-z 7 LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS. 0 10 20 30 40 SO FEET JOB 03-123 03-123 PROF.DWG DAO GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS: HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS Z AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER o 0 BARNSTABLE HEALTH REGULATIONS, AND -' BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. Z 8"X6" WYE INTO MAIN ::5 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 7 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING 8" SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 SEE TRENCH AT LOT LINE (TYP.)WYES AND 6" STUBS AT 2% TO 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM .TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) A LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG ��HOFMgs VALVE BOX TO SLEEVE TO ALLOW MOVEMENT OF s GRADE AT EA. END. o`' ANI � sqo LOCATION : LOT 18 #40 SCHOONER LANE POURED CONCRETE DONUT � �`, � E G 1.5 CU.FT.t o a DATE : 12-21 -07 qss ti U 111 L&Y'l °F6 % _' A IEL� I'L/ZI�o7 SHEET 2 OF 2 4.0"OSCH40 PVC qN� �o� q 0 v off 508-362-4541 Q fax 508 362-9880 °/"EsS\°� �Q�cG/s V_ tL 4"PVC AT 2% MIN. SERVICES N�SUVE RY FS8/0 `. down cope engineering, inc. CLEANOUT DETAIL Cl l/lL ENGINEERS H-20 FOR USE IN PAVED AREAS LAND SURVE-YORS UTILIZE PLASTIC COVER IN LAWN AREAS DANIEL A. OJALA P.L.S. P.E. DATE g,39 Main Street - YARMOUTHPORT, MASS. IIIJOB # 03-123 03-123 PROF.DWG DAO