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HomeMy WebLinkAbout0168 SETTLERS LANE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma Parcel p pp / T� ' ( 'A ' lication # 610�oZ� i Health Division E �2 P 4 t9. Date Issued Z 1� Conservation Division . Application Fee Rj. Planning Dept. •` 'Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis ` t Project St A o �t3f 3; Village Owner i Address Telephone Permit Request a- CA �- Square feet: 1 st floor: existing proposed b 2nd floor: existing proposed Total new P- n Zoning District P1 A 14�0 Flood Plain q A _ oundwater Overlay Project Valuation /<O C .Construction Type C- � 1 Lot Size 603 Grandfathered: ❑Yes 3'No If yes, attach supporting documentation. Dwelling type: Single Family.-VI"" Two Family ❑ Multi-Family (# units) Age of Existing Structure 044, Historic House: ❑Yes � o On Old King's Highway: ❑Yes Q'o Basement Type: mull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) 1 0 Number of Baths: Full: existing new _c2l _ Half: existing new Number of Bedrooms: existingjnew Total Room Count (not including baths): existing new First Floor Room Count J Heat Type and Fuel: ❑was ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes V40 Fireplaces: Existing__New Existing wood/coal stove: ❑Yes U40, Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing mew size _Shed: ❑ existing ❑ new size — Other: 41 IR 0 , Recorded Er C-A . Commercial ❑Yes &r�o 800k_ c.2(Q 33 Current Use 1rrC� C C� Proposed Use . &L�,v Liz. te7W__Z__ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam Telephone Number Addres 1J� 7 License # .� Home Improvement Contractor# e. Worker's Compensation # LaC�,50oq-9 / 0 ( e� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a SIGNATURE Y - DATE ` FOR OFFICIAL USE ONLY XOPLICATION# DATE ISSUED t MAP/PARCEL NO. ADDRESS VILLAGE OWNER — F � i - DATE OF INSPECTION: 4 FOUNDATION' 'I FRAME 'INSULATION.. FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL i GAS: ;r - ROUGH FINAL FINAL BUIL•DKG, DATE CLOSED OUT ASSOCIATION PLAN NO. s 03/26/2012 MON 12:25 FAX 508 778 1218 DOWLING & O'NEIL INS vulivui Client#:15089 '2BAYBERRYBU DATE(MMIDDIYYYY) ACORD,, CERTIFICATE OF LIABILITY INSURANCE 03/26/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFCATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFOR13ED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTTftrCL A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certifleata holder is an ADDITIONAL INSURED,the polley(les)must be ondomad.Ii SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In Ilau of such andomement(s). PRODUCER - CONTACT NAME; Dowling&O'Neil P NE 508 775-1620 5087781218 Insurance Agency EE4WL s: 973 iyannough Rd., PO Box 1990 '' - IMURERIe)AFFORDING COVERAGE NAILto Hyannis,MA 02601 INSURMA:Associated Employers Insurance INSURED INSURER 8: - Bayberry Building Co.,Inc. INSLR£R c and Jacques N.Morin 1597 Falmouth Road,Suite 4 INsuRERO: Centerville,MA 02632 INSURER I RER SURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS is TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTKER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE IS$UED 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. [NSR TYPl=OP WSURANCE DoL 5VOR LICY I" POLICYNUIYBER POL DIYYYCT IDD LMNITS, GENERAL LIABILITY- EACH OCCURRENCE _ 5_ COMMERCIAL GENERAL LIABILITY �xnD $ _ CLAIMS-MADE OCCUR MED EXP LA'f or. ` q $ W . PERSONAL&ADV INJURY $ Mom- GENERALAGGREGATE $ GEN1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG 5 POLICY PRO• • LOC $ AUTOMOBILE LIABILITY - _ -�. COMBINED 31NGLE LIMIT Fa aaadaM •" ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUYOs AUTOS BODILY INJURY(Pee eoeiden) $ HIRED AUTOS AVTOb N-OMED+ rmt 6 $ g UMBRELLA LIABHCLAIMS-MADE OCCUR EACH OCCURRENCE $ E7(CE9S LM AGGREGAYE $ PED RETENTION - S A WORKERS COMPENSATION WCC5004911012012 DZ=012 0210212012 X we sT.ATu OTH AND EMPLOYERS'LIABILITY - � . - AOMppgqppPRIBTOR/PART NER/EXECUTrVE Y!N E L EACH ACCIDENT $600 000 ^`" CERlMEMDER E%CLUDEDT Q N 7 A (Mentmory In NH) E,4,DISEASE-EA EM.MLOYEE $500 000 *Y' SY-doSp+6c unda - OtSCRIPTION OF OPERATIONS below EL.DISEASE-POLICY UMrr R500 000 DESCRIPTION OF OPERATIONS I LOCATIONS f wHigms(Atmeh ACOM tut,Additional RR=Mn Scbadsdn,N mom spew Is m rulrod) Insurance coverage Is limited to the terms,conditions,exclusions,other Umitations and endorsements. Nothing contained In the certificate of , ranee shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SROUL.D ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THU EXPIRA71ON DATE Building Dept ACCORDANCE THEREOF.WITH THE POLICYPROVISIONS.WILL BE DaLrveReo IN 200 Main Street Hyannis,MA 02601 AUTHORED REPRESENTATIVE 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 Tho ACORD name and logo are registered marks of ACORD #S93901/M93900 LS1 it . r The Commonwealth of Massachusetts Department.of Industrial Accidents ! x i Office of Investigations E�u� 600 Washington.Street Boston,MA 0211I = www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information 'Please Print Legibly Name(Business/Organization ividual): U C Address: �7 City/State/Zip LQ_ Phone#: Are,you an employer?Check the appropriate box: .Type of pr 'ect(required): , 1:L�J'I am a employer with �� - 4. ❑ I am a general contractor and I have hired the sub- 6. ew construction employees(full and/or part-time). contractors 2.❑ I am a sole proprietor or partner- fisted on the attached sheet $. 7• Remodeling, f ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. g .❑ Building addition [No workers' comp, insurance 5• ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repaiis or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11`.❑ Plumbing repairs or additions myself, [No workers' comp. c. 152, §1(4), and we have no 12 ❑ Roof repairs insurance required.] t employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information,.. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit'indicating such. #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: Cat .' Policy#or Self-ins.Lic. #: CC f/ 0l f,1_Exptration Date: Job Site Address: /& City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date), .Failure to secure coverage as required under Section 25A ofMGL c. 1.52 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or on =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 e DIA for insurance:coverage verification. = y y P P fP ormation provided abov is tru and correct ' I do hereb certi nder the airs and enalties o er�ury hat the inf Sign. e: -Date: '�f� ��- afor " Phone#: Official use only. Do not write in this area,to be co»ipleted by city or town official - City or Town: Permit/License# Issuing Authority(circle one): w 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: i i Irnformation and Tnstrjetinnsly Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation'or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of.a dwelling house having not more than'three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold'the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who"has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants ti 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 humber(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees.other than the members or partners,are not-required to carry.workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned-to the city or town that the application for the permit or Iicense is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly.'The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license.number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in anygiven year,need only submit one affidavit indicating current policy information(if necessary)and under Job Site Address"the applicant should write"all locations ons 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 bum leaves etc.)said person is NOT required to complete this affidavit. —The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a'call. The Department's address,'telephone and fax number: r The Commonwealth of Massachusetts Department of Industrial Accidents Office of.Investigations 600 Washington Street Boston,MA 02111 y Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax# 617-727-7749 www.mass.gov/dia _ t REScheck Software Version 4.4.3 Compliance Certificate Project Title: BAYBERRY BLDRS Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11 Heating Degree Days: 6137 - Climate Zone; 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 33 SETTLERS LN ow HYANNIS,MA Compliance:Passes using UA trade-off Compliance:0.0%Better.Than Code Maximum UA:206 Your UA:206 The%Batter of worse Than Code index reflects how close to compliance the house is based on code tradeoff rules.it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or /•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1100 38.0 0.0 33 Ceiling 2:Cathedral Ceiling 180 30.0 0.0 6 Wall 1:Wood Frame,16'o.c. 1320 19.0 0.0 69 Window 1:Wood Frame:Double Pane 116 0.340 39 Door 1:Solid 21 0.300 6 Door 2:Glass 30 0.340 10' Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1300 30.0 0.0 43 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 4A.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:BAYBERRY BLDRS Report date:04/16/12 Data filename: Untitled.rck Page 1 of 4 r REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 20091ECC Location: Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11 Heating Degree.Days: 6137 Climate Zone: § Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑Window 1:Wood Frame:Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?—Yes_No Comments: Doors. ❑ Door 1:Solid,U-factor:0.300 Comments: ❑ Door 2:Glass,U-factor.0.340 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. Cl Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation'compression or damage)to at least the level of insulation on the surrounding surfaces.-Where loose fill insulation exists.a baffle or retainer is installed to maintain insulation application. ❑ Wood-buming fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough4nblower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied:: Project Title:BAYBERRY BLDRS Report date:04/16/12. Data filename: Untitled.rck Page 2 of 4 (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)Ceilinglattic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is out to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 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: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identifed so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. El Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing; Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filterboxes,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 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially Inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion'of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 0 Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal toa104.0 cfm(8 cfm per 100 ft2 of conditioned floor area). R, (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 156.0 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 78.0 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 52.0 cfm(4 cfm per 100 112 of conditioned floor area). Temperature Controls: O 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. O 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: D Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 1] For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 0 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. Project Title: BAYBERRY BLDRS Report date: 04116/12 Data filename: Untitled.rck _ Page 3 of 4 t, ' Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled`fluids_below 55 degrees Fare insulated to R-3. �r Swimming Pools: Heated swimming pools have an on/off heater switch., 0 Pool heaters operating on natural gas or LPG have an electronic pilot light, 0 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 healing energy Is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently insta3ted 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 falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:BAYBERRY BLDRS Report date:04/16/12 Data filename: Untitled.rck Rage 4 of 4 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 19.00 Floor Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 0.32 Door 0,34 0.32 CoolingHeating Heating System: Cooling System: Water Heater: Name: Date: Comments: NOTICE NOTICE TO TO EMPLOYEES EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections.21, 22 & 30, this will give you notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED EMPLOYERS INSURANCE COMPANY NAME OF INSURANCE COMPANY Jft 54 THIRD AVENUE, P.O. BOX 4070, BURLINGTON, MA 01803-0970 ADDRESS OF INSURANCE COMPANY WCC 5004911012012 02/02/2012 - 02/02/2013 POLICY NUMBER EFFECTIVE DATES Miller McCartin 973 Iyannough Road dba Dowling & O'Neil Ins Agcy Hyannis, MA 02601 (508) 775-1620 NAME OF INSURANCE AGENT ADDRESS PHONE 1597Falmouth Road Bayberry Building Co, Inc. Suite 4 Centerville, MA 02632 EMPLOYER ADDRESS 12/20/2011 EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. TJ'easonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers insurance Company ate► 54 Third Avenue, Burlington,Massachusetts 01803. (800)876-2765 NCCI NO 40959 POLICY NO. WCC 5004911012012 PRIOR NO. LWCC 5004911012011 ITEM 1. The insured Bayberry Building Co Inc Mail Address: 1597 Falmouth Road,Suite 4 Centerville MA 02632 Street No. Town or City County State Zip Code FEIN xxxxx0420 ❑Individual ❑Partnership ®Corporation []Joint Venture, ❑Association ❑Other` Other workplaces not shown above: 2. The policy period is from 02/02/2012 to 02/02/2013 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here; MA B. Employers Liability Insurance:Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident$ 500,000 each accident Bodily Injury by Disease.$ 500,000 policy limit - Bodily Injury by-Diseaser$ 500,000 each employee'. ► C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A D. This policy includes these endorsements and schedules:SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated" No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 266545 SEE E TENSION OF INFORMATIC N PAGE Minimum premium$ 274.00 Total Estimated Annual Premium $ 2,358.00 As indicated interim adjustments of premium shall be made:• Deposit Premium $ 618.00 ❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly MA Assessment Chg. $1,942.75 x 5.9000% $115.00 This policy,including all endorsements, is hereby countersigned by 12/20/2011 Authorized Signature Date GOV GOV KIND PLACING CLAIM NAME SAFETY Miller McCartin STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP dba Dowling&O'Neil lns Agcy MA 9015 14 504 973 lyannough Road Hyannis,MA 02601 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission.. • III � Bikllnquiry- Mmis [TOWN OF wA rtr� 'File Edit Tools Help Year/Type/Bill No. _ Customer account information History 2011 R E-R 18164 3�151 Detail ( MORIN,MARTHA 10 TR SETTLER LANDING'II REALTY TRUS- + Ong B,II 1537 FALPvIOUTH ROAD,SUITE 4 Effective Date Property infomration _ C:ENTER.1{IEEE, tvtA 92632, Parcel ID 2 -221 Lien/Sale I - Alt Parc .._. Scan Bill Prop Loc 168 SETTLERS LANE # Quick Entry - f Special Conditions/Notes l ___,.. E Utility Acct lnt IDt Billed Abt/Adi PnVr-d Interest Unpaid bat 08/03 10 Of? : } 04} 00 1 Customer _ _. -- — 00 ---- - --- -- - - - -- 11/02�10 00 04 Namei _ __,J _.-_.._____ _.. _-- p -- - 521 2 _. _._. —.w._.m_ ...` .37J Parcel 05/03/11 521.22 i 00 BB 70.37 59159 � �.m.___. .- _._.._ _ __. -.._._ _ .._ Prop Code Fees%Pen ., :04 15 04.� ..:0 I ..:...._.. 0 15. 0 Totals 1,042.46 ; 15 00 .06 158.74 .1 216.2f} Bill Dates + Bill Audits Notes/Alerts Due 04.11'18/2,012 1 216.241 __._.. Per Diem Bill Events i i iA:N 1 Owner: MORIN,MARTHA hat TR +Int Paid 00 Reprint Total Paid .00 Preferences i Diagnostics t i �� -1 of 1 Display transaction history for the current bill. CASH :VrHECK APR 18 2011 TOWN OF BARNSTABLE PER I—, COLLECTOR OF TAXES • ♦ ! r' 44 • File Edit Tools Help p Year/Type/Bill No. Customer account information -- — History 2012 j Detail MORIN MARTHA'M TR SETTLER LANDING II REALTYTRUS- Ong 811 1597 FALMOUTH ROAD,SUITE 4 E Property information -ffective Date _ CENTERVILLE,tJ1A 02632 I-- Parcel ID 272 2�1 I I Lien, ale Aft Pars j Scan'Brll I Prep Loc 158 SETTLERS LANE _._�.._� Quick Entry fd Special Conditions/Notes i Utilifi{.�cct _ ...... Int Dt Billed Abt/Adi Pmt//Crd Interest Unpaid bal -... I .... Customer #?8.r02/11._.. _....... � 24:40 285.02 11/d}2'11 28{t.B2 i 0 0 15.20 275.82 Name _..._ _._ _ 28913 I _6.672n. } Parcel i f w_._w__._� . .. _ 45t I?2,�12 285.92 4{t � ' 00 ` 28S.92 ._ Prop Code ! Feesi`Pen _� i �___-_{If} {lf} j �— .00 Totals 1,101.09 45.17 1' 1.147.3.6 . I _ Bill Dates __. Bill Audits Notes/Alerts Due ti4;r` 1.t7r12 —.. 1,147.35 Per Diem . 31 Bill Events I JAN 1 Owner: MORIN,MARTHA M TR Inf Paid Reprint i Total Paid } 'Preferences I �GO Vie-to prior unpaid bills Diagnostics 1 as! 1 r ` 1 I �) I I ttachments dot Maintain the effective date. CASH IAXeCHFCK /571� . APR 18 2012. TOWN OF BARNSTABLE PER � . COLLECTOR OF TAXES Tovvxl of Barnstable Regulatory Services KAS& $� Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town:barnstab►e.ma.us Office: 508-862-403 8 Fax: 508-790-62' Property Owner Must Complete and Sign This Section If rising A Builder as Owner of the subject property hereby authorize r i, to action my behalf, an all matters relative to work authorized by this buBding permit application for. (Address of Job) C Signature of Owner Date. U Print- ame If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FoP'V S:0 WNERPERNISSION I , rraa:s �rcD_195 4 12 :t 20120406 0000130428 493 BOS-414376 DO NOT tiSn1Tr: SCFrJF On siGn aEtow Tool LI F: lu >011000138< CR PAYEE ACCT LACK END GTD BANK OF AMERICA • ' Y --- - _ �YBERRY� � YARMOBUILDING COMPANY INC. - CAPE COD COOPERATIVE BANK . - - _ BA UTH PORT.N A 02675 2 5 O O JACQUES N. MORIN -MAR7HA M. MOR1N 53-7164J2113 - - _ 1597.FALMOUTH ROAD-SUITE 4 -CENTERVILLE; MA 02632 - - - {508)775:8822= _ - . - - _ 312812012.. - : f'AY TO THE Comrinonwealth of Massaci�usetts "" '""100.00 A -.'ORDER OF _ •� -One Hundred and 001100�►,�**�*,�,�***�.�**�*�,�.���*« ,►*���.��,►�*�.**�..,�,��►*.�,.�,�**.�*,�«��***�*,►.�,.x�. ,:,�, ..F�w .. _DOLLARS Commonwealth of Massachusetts -.. . _LIP - _-- Department of Public Safety - . One Ashburton Place, Room 1301 �- Boston;*MA 02108-1618 ' .- -MEMO Lie#57770 renewal of construction supervisors Ifce -. 1190 2 2 5000 :r: 2 113 7 164 11. 90 6000 L8 99ri` - - 4 F{ RE:REQUEST FOR ]DUPLICATE RENEWAL;FORM Page 1 of 1 From: Guigli, Mike(DIPS) (DPS)<mike.guigli@state.ma.us> To: Jacques Morin, Bayberry Building<bayberrybuilding@comcast.net> ¢ Cc: 'Deborah Tokarz(Bayberry Bldg)'<deborahtokarz@aoLcom> Subject: RE: REQUEST FOR DUPLICATE RENEWAL�FORM $ '" Date: Tue,Apr 10,2012 729 am. " a, 1..t. Jacques, -` w Please use this email in verification of the fact that-your CSL renewal is in process. N'like GUl li. 4 Department of Public Safety . One Ashburton Place, Room 1301, Boston, MA 02108 ' - - r From: Guigli, Mile(DPS) Sent: Wednesday,April'04,2012 9:00 AM z To: 'Jacques Morin, Bayberry Building'' Y x Cc: 'Deborah Tokarz(Bayberry Bldg)' Subject:,RE: REQUEST FOR DUPLICATE RENEWAL FORM e r ! y Hello Deborah and Jacques; renewals'go to, a central ,lockbox so checking status -(which is .often requested) is not possible,.without much time and effort +' ---very sorry for-the inconvenience but there is a very long delay here at DIP S in, getting. licenses issued...new license software. You maj not receive it for .several .weeks: Building officials are aware'.of this. If -you should need to pull. a permit bring your expired license and a copy of,your cancelled check to the building department. Assure the building official that you will present your valid license wheniit is received. -you will need cont. A hours when you renew again in 2014. `You -may find 'out more on, -this here ,hitp://www.mass.,gov/sops/consumer-Prot-and*bus-lit/license 7, ;type/csl/construction-supervisor-license-continuing.html Mike, t It m,,achu,ctts - Depi riment of Publicf,.atetv .s y Board cot• Btlddin- Re,'tolat-ions and standm-d.N g r •Y `Construction Supervisor License , - License: CS 57770 Restricted to: 1G * } Y h e JACQUES N MORIN: �� i_, r, µ 1597 FALMOUTH RD#4` ¢ CENTERVILLE, MA 02632 �--�-- �` Expiration: 2/16/2012 l unu°iisiiincr Tr#: '16331 , c http://mall.aol.com/35919-211/aol-6/en-Lis/mail/PrinfMessage.aspx ` 4/10%20T ' Affidavit of Substantial Financial interest of 15 ®d on oath depose and state as follows: ��, ���`��, • !1'le4 1. i am an applicant for a building permit for the prop located at Map o'I ) a Parcel 1 The address of the property is 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 twelve months froffi today's date','which is. i , the following individuals or„entities_have had a 1% or greater legal,or equita le interest in '_ the real prbpertywhich`is the subject of the building permit application which is identified in paragraph 1 aboVe: Name Address 95 cCU v 4. Within the last twelve months, from todays date, which is I i ,•I have'had a 1°!o orgreater legal or-equitable interest in the fo[iowing properies _Ich have been" the subject of a•building permit application: Map/Parcel Address 49 5. Within this calendar year, I'have submitted building permit applications.for property in which I have,a I% or greater legal or-equitable'Interest. B. •Within the-last ten days, I have submitted. C building permit appiicatians for j property in which i have'a 1% or greater legal or equitable interest: 7. Within this month, ('have submitted building permit applications forproperty in- which I have a I' o legal or equitable interest. 8. Within.this montli, I have.raq*elved� building permits for property in which,l have a•1°!a legai or•equitable interest. Signed underthe pains and penalties of e 'ury, this _ day of 200 1-0050/aifin 1 r� �t` ' ��, Town of Barnstable s Building Department - 200 Main Street * MANSTMLE. • Hyannis, MA 02601 MAC (508 s63q. ) 862-4038 Argo�a Certificate of Occupancy Application Number: 201202171 CO Number: 20130037 Parcel ID: 272221 CO Issue Date: 04/23/13 . Location: 168 SETTLERS 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 , �tNE h�.. TOWN OF BARNSTABLE _ BuOild-Ing 201202171 BARNSTABLE, * Issue Date: 05/24/12 Permit °MASS �pr1 63 a� Applicant: MORIN,JACQUES N. Permit Number: B 20121193 r_ 0 MA Proposed Use: DEVEfOPABLE LAND Expiration Date: 11/21/12 Location 168 SETTLERS LANE. Zoning District RC-1 Permit'Type:.NEW SINGLE FAMILY HOME Map Parcel 272221 Permit Fee$ 714.00 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 57770 Est Construction Cost$ 140,000 �emarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY DWELLING WITH 3 BEDROOM THIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED;SUCH Owner on Record: MORIN,MARTHA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH ROAD,SUITE 4 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY.ANY'STREET:ALLEY OR SIDEWALK OR ANY,PART THEREOF,EITHER.TEMPORARILY OR.PEI MANFNTLY..ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMLTTED UNDER.THE BUILDWGzCODE,MUST.BE APPROVED;BY THEJURISDICTION, STREET OR,ALLEY GRADESAS WELL AS:DEPTH AND LOCATION OF PUBLIC SEWERS:MAY BE OBTABJED,FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT;DOES NOT ItELEASE THE`APPLICANT FROM�THE CONDITIONS OF`•ANY5APPLICABLE SUBDNISI0 ..r <.- ,•.. ,.. •. . RESTRICTIONS -MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: . 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 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. +y PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 1 011 —Ex rS FIR � moo. o"°?p fflv' � n, 020?'m ;.3 rs,-, BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 1 Heating Inspection Appr ` is Engineering Dept Fire Dept 2 Boar of He lth 1 ' TT IN of�IRA SETTLEFO"h% 09* w ow. EXISTING N FOUNDATION TOP FOUND. - 68.65' ELEV. 20.1' Lot ., 33 - Area=10,074f Sq. :Ft. N Or 0.23f Acres 119.21' DCE,#00-0.18 T lJ PREPARED EXCLUSIVELY FOR THE PURPOSE.OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER-USE•. LOCATION #168 SETTLERS LANE :HYANNIS, MA SCALE 1 20', DATE JUNE 26, '2012 REFERENCE ASSESSOR'S MAP 272 ,PARCEIL 221 PREPARED FOR: LOT 33 PB 610 PG 94 , BAY E , :4 � � LNG HEREBY CERTIFY THAT THE STRUCTURE DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE g A. GROUND AS SHOWN HEREON; OJALA off sos-362-48{t No.409$0 . fm-5w,364-9860 down cape .engineering, .inc. CI M ENGINEERS LAND SURVEYORS ---- c�� -- —�.. --- 939 Moln Street — YARMDUTNPORT, MASS DATE REG., LAND SURVEYOR .:............- _. •_•_•_•_•_ _ _•_•. 1 • • _. - - WEE. it Ism am.- on son on F-o-vom ... ■ ■■■;■■■ ■■■■■. ■..■■■ _ I�� III ■■■■■■■.■ ■ ■ ■ ■ ■-----•---- - ■■_■I■■■::_:_ _ 1 I;.i EE l . ■■■:I■■■ - ■�■.■■ s■■_■-■_■ � III;I_I: 'II � I�'o-■-■-.-.---■-■_■_----.-o .a.-■-■-■-.-.-■-■_■-■-EE __ --._.■I III lu-. . m■ ■■--■ - . --�—— o . ■�■ -_. _ ,1 I 00 e L:::::� 03001001©©■ . 13001001 DEPARTMEN-i DATE ®vim :O , FOP . . 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Q� SPACE BETWEEN 16"O.G. - ICE 4 WATER BEHIND NAILER 2XIO's o 16"O.C,—+ NAILING STRIP - ALUM W/FLASHING TOP OF NAILER E CUSTOM TOP RAIL 0 Uc DECKING p I I ' 2-2X8 PT BEAM Bpp -THROUGH BOLT TO EACH POS - 2X8's o 16"O.C. WITH TWO 3/4"DIAM.BOLTS. - GIRDER BELOW TYP.BLOCKING®16"O.C. IX TRIM BRD, 11 111 111 111 1�111 Ilt 111 111 111 nl 111 111 111 111 Iit In non In 111 94 111 111 ill In III III In III III III ' •r.° L TYP.JOIST HANGERS Pc7 POST ANCHOR _j r e ° -2X8 PT NAILER BOLTED ,•.°. W-3/4"LAG BOLTS 24"O.G. u C Qjj °e•°p•o• eo�'w ° d �--2XIO's o 16"O.C.—► 0 L 2XIO's®16'O.C.--► ° '° °°•e e° GIRDER BELOW s•°d.e� 0 ° it In In ill In lit In In III 111 III n1 III III In ill 111 11 1° ✓ • •° I TMP.HANGERS TYP.8"DIAM,CONC.FILLED "Q,°• •e• ('Q 2X8 PT Q TUBE 48" ELOW GRADE •°— 2XIO's®.16"O.C.--► 0 16°O.C. 'r •;v FLOOR FRAMING PLAN 3-2X8'e PT EXTERIOR DECK'DETAILS BUILDER JOB ADDRESS DE81GN ��. DATE REVISION DRAWN BY PoGE BGALE -f BAYBERRY BUILDING CO. LOT fc SCHOONER LANE VINEYARD RANCH �wwo�/1�/7/�/�0 � ol��U 0 10-24-11 M JIB v4"•Po" `�� �e`g/pg n`g HYANNIS, MA, ONE CAR GARAGE Y1 N P4RCHASE OF DRAWWGB LEAVES PeRCHA6ER RESPONSIBLE FOR COMPLIANCE WITH ALL 0)E CT SIZE AND REWFOR0EM OF ALL CONCRETE FOOTW <3J ALL FOpTINGS ONALL EXTEND BELOW FROSTLIKE VBiIFY DEPTH. 2�.,r LOCAL BVILD WG CODES AND O WANCEe.J DE W*MAY NOT BE HELD RESPO-0E MLBT BE VE MINED BY LOCAL BOLL GONDRgNa AND ACCEPTABLE 11,VEphY STRUCIURLL EI.EMEI•Tf8 FOR DESIGN.aRE (5OBJ 4�-�5,� ZI FOR eRE GONDRION9 OR FOR THE YSE OF THESE DRAWINGS DNRING CONSTRECTION. PRACTICES CF CONSTRIlCT1pN.VERIFY DEEK.N WITH LOCAL ENGINEER. WRN IA;LL ENG WEER 4ND BNLLDRI[a OFFICIALS. E¢ET 64QN6TAG1(.0 MS ONiG RIDGE VENT 2X10 RAFTERS m 16 O.G. 1/2"PLY.SHEATHING ASPHALT ROOFING ASPHALT ROOFING a IS-ASPHALT PAPER I50 ASPHALT PAPER I5•ASPHALT PAPER tYP.ore mRACWG ASPHALT SHINGLES •IG'a.c. ------------• I/2°SHEATHING in"SHEATHING TYP.H2,5A TIES TYP, 42.5A TIES DRIP EDGE DRIP EDGE S"GUTTER S°GUTTER R30 INSUL IX3 STRAPPING - 5/8"F.C.WALLBOARD { IX8 FACIA IX8 FACIA IX SOFFIT IX SOFFIT. GARAGE 5/8"F.C.WALLBOARD 2X6'e®I6"O.C. RIDGE VENT 2-1/4"VENT 2-I/4"VENT 1/2"058 SHEATHING 2X12 RIDGE 1-3/4"BED MLDG. 1-3/4"BED MLDG. HOUSE WRAP OR EQUAL NOTCH FRIEZE SIDING - . TO RECEIVE SIDING. TO RECEIVE NOTCH FRIIZSIDING. 4"CONC-SLAB - -- — 2XI0 RAFTERS m 16"O.C. 1/2"PLY,SHEATHING Q 15•ASPHALT PAPER ASPHALT SHINGLES SIDING TYVEK OR EQUAL CROSS �+ SECTION /� -- -- m EAY 1/2'SHEATHING CROSS SECTION (A) R38INSUL EAV IX3 STRAPPING ® "s SAVE DETAILS MI EAVE DETAILS 1/2"WALLBOARD 1/2"WALLBOARD � - - Q .BEDROOM•3 2X6'e m IS"O.G. - m R2I INSULATION SHINGLE STARTER .. BEDROOM•2 1/2'OSB SHEATHING LEAD FLASHING COARSE - HOUSE WRAP OR EQUAL - _ 3/4"NAILED PLY. - CUT 0 15* EK NAILED d GLUED, - SIDING. - - - - CUT m 15° ?e SILL SEALER —— — IX8 BRD. A �( "- - � '• OPTIONAL 2-•5 ROD `1219 INSUL. 2Xi0'e m 16'1 O.C. - - . - � - a�,° TOP RING 2"CLEAR - ° '•d•°•' 5/8"X12"ANCHOR Q •Oe " BOLTS. BASEMENT o •e °d•e 4"CONIC.SLAB - —_ — •• SILL, j - WATER TABLE DETAILS M1 SILL DETAILS CROSS SECTION (C) RIDGE VENT - 2X8 RAFTER 2XI2 RIDGE - ___ 16 6 m "O.G.. 1/2 PLY.SHEATHING D U O 15•ASPHALT PAPER a D 0' id SHINGLES 2XIO RAFTERS m 16"O.G. - �m .a ° 1/2"PLY.SHEATHING o 2XI0° J.m 16 .G O . p -- -- 15•ASPHALT PAPER ,�•� �' °p° °'° O° °° Q �—2X10'6 m 16"O.G.—► 2X10'6 m 16"O.C. •R38 INSUL. ASPHALT SHINGLES - 9 `s IX3 STRAPPING f®�` i ` • 1/2'WALLBOAR - - - - Q I . V 3 2X12's ul _ m -- - - 12XI12Rl E ® R38.INSUL. ® 1/2"WALLBOARD - 2XI2 RIDG£ - IVI IX3 STRAPPING 2X6'6 m I6"O.G. LG - I/2'WALLBOARD R21.INSULATION - w y. ° - - Q _ 1/2'OSB SHEATHING Q (] O O DINING HOUSE WRAP OR EQUAL _ .•• SIDING :0 . ` DORMER ` v. T/G PLY. EXTERIOR ° `x". .. U I • U .NAILED t GLUE4 I DECK Q. 1.,V�//(-•p. ... .•. •°• •• 40. 19 INSUL ° °. .. o eke e 3-2X10'e GIRD ;- - ... ... ... ... ... ... ... ...3-1/2"CONC.FILLED ... Q LOLLY COLUMN. BASEMENT �- V;2X12e A 5 O O . 4"CONG.SLAB � -- — - nax. •o.c. \ - ROOF FRAMING }CLAN CROSS SECTION (5) TYP.2X6'e BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN HY PAGE SCALE - / f''� 1/- ,o lll�%�C� a flaw p Ir 10-24-11 N �B •�oF� 1/a"•fo" `�� r�'s� BAYBERRY BUILDING CO. LOT ro SCHOONER LANE VINEYARD RANCH alulmC�/g �n`g HYANNIS, MA. ONE CAR GARAGE OG D 13) A. D FOOTN OF AND RE WI RE P w PURCN48H OR DRAW WGS LEAVES I RCNA56R SPONSIBLE FOR C LIANCE TH ALL L EXACT SIZE INFORCEMENT ALL CONCRETE GS ALL FOOTING6 SHALL EX END BELOW FROS LWE VER PY DEPTH. f 4 -� OI (1)LOCAL BURRING CODE6 AND ORDWANCES,JB ESIGNS HAT NOT BE HELD REEPONSEfLE "I T BE ETERMWED BT LOCAL SOLL—01TION6 AND ACCEPTABLE (4)VERbY STRIICN ELEMENTS FOR D N.SIZ PO 00(149 Z FOR SITE CONDf110N8 OR FOR THE 116E OF THESE DRAWWGS DURWG CONSTRUCtION. PRACTICES OF VCRIGY DESK°N WRN LOCAL ENGI°®3. WI1N LOCAL ENGWE23 BULLDWG OFFIC14L8. l(EBT B4R.V°fAKP H6 Oi1feG AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE UiRE MASSAGHUSETTS CHECKLIST FOR COMPLIANCE CT80 GMR 5301.2,i.lj CHECK: EX �� �o�� ZONECOMPLIANCE 1.1 SCOPE WIND SPEED(3.9EC.GUST)..................... 110 MPH WINDEXPOSURE CATEGORY................................................................................8 v - 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 9 IN 12 SLOPE SHALL BE CONSIDERED A STORY) - NUMBER OF NUMBER OF �2_STORIES(2 STORIES�_ - ,JOINT DESCRIPTION COMMON NAIL SPACING ROOFPITCH._....................................... (FIG 2) ..................................... .3/12 <I2:12 4 NAILS BOx NALL9 MEAN ROOF HEIGHT..................................(FIG 2) __I•G/�_FT<33' ROOF FRAMING BUILDING WIDTH,W...................................(FIG 3)..............•..................................... IS <BO' BUILDINGLENGTH,.L.................................(FIG 3).................--........._........�FT(a0• BLOOKING TO RAFTERS(TOE-NAILED) - 7•Sd 7-tOd EACH END IS ASPECT RATIO(L/W)........................(FIG 4)..................._..................2.Q.Q-<3:1 RIM BOARD TO RAFTER(TOE 7-Ied 316d EACH END NOMINAL HEIGHT OF TALLEST OPENING?................(FIG 4)..............._.................._..12$<6 6°��L WALL FRAMING 1.3 FRAMING CONNECTIONS TOP PLATE AT FNTERSECTONS FACENAILEDJ Y16d 5.16d AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. STUD TO STUD(FACE-NAILED) 2-I6d 2-16d 14"O.G. TYP.FIELD NAIL SPACING HEADER TO HEADER(FACE-NALED) ISd I6d IS'O.L.ALONG EDGES 2.1 FOUNDATION FLOOR FRAMING °6.D.C. FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 ad COMMO „• CONCRETE.............................................................................................. ✓ JOIST TO SILL,TOP PLATE OR GIRDER ROE-NAILED) 4•ad 4-IOd PER JOIST CONCRETE MA60NRY..•........................................................... N/A TTP.1/16"WOOD `° BLOCKING TO JOIST(TOE 2-Bd -10d EACH END -------•�-----��-••-• . •.�«° `• ` - BLOCKING i0 SILL OR TOP PLATE(TOE-NAILED) 316d 4•Wd EACH BLOCK STRUCTURAL PANEL 2.2 ANCHORAGE TO FOUNDATION' (FACE-NAILED LEDGER STRIP tD BEAM OR GIRDER',Y> ) 3.16d 4-I6d EACH JOIST 5/8"ANCHOR BOLTS MBEDDED OR 5/8'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-ad }IOd PER JOIST �L• BAND JOIST TO JOIST(END•NAILED) }ISd 4.16d PER JOIST BOLT 6PAGINGGENERAL.........................(TABLE 4)....._......__........._.........T••L'-•�-1N' \ `•I> BAND JOIST TO BILL OR TOP PLATE(TOEN4ILEDJ ?16d 9-16d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE.........(FIG B).......................... ...... 6_12 M.<6°-12".A. , ,•`. •'••,'�• BOLT EMBEDMENT-CONCRETE.....................(FIG 5)....................................�_IN.)1" \ ROOF SHEATHING .... .. ., BOLT EMBEDMENT-MASONRY._____......... /FIG'9J.__.__._....___._..._...__._._._..._-IN.)IS"- TYP.EDGE NAIL SPACIN •.,;•. •..• -_ _ -_ WOOD STRUCTURAL PANELS _': ' PLATE WASHER:..................................(FIG 5)........_......._....._....__.........>3•X3'XI/4°��L `. (8d COMMON�6"O.C.) '••• °.•- '•• `• `•:• _ - RAFTERS OR TRUBSE9 SPACED UP TO IS°O.C, ad IOd S°EDGE/6'MELD 3.1 FLOORS \\ \ \\ \ RAFTERS OR TRUSSES SPACED OVER 16.O.C. ad IOd 4'EDGE/4"FIELD GABLE WALL RAK OR. AKE TRU88 FLOOR FRAMING MEMBER SPANS CHECKm.-..........(PER l80 CMR 55,00).................................. RAFTER CONNECTIONS •'•- •'•••,> END E R ad Old 6°EDGE/6°FIELD WITH NO GABLE OVERHANG MAXIMUH FLOOR OPENING DIMEN810N.................(FIG 6)......................................�-FT<12' NON- ••,TYp.HI2,9 TIES ,-' P.HORIZONTAL DOUBLE GABLE ENDWALL RAKE OR RAKE TRUSS ad Od 6"EDGE/b"FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)............................. ��- LOADBEARING • . NAIL EDGE(STAGGERED NAIL W/STRUGTURAL OUTLOOKERB MAXIMUM FLOOR JOIST SETBACKS STUD HEIGHT • GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 4•EDGE/4°FIELD FT<d N/A UPLIFT - PATTERN ad COMMONS O.C. W/LOOKOUT BLOCKS SUPPORTING LOADBEARING,WALLS OR SHEARWALL.(FIG U...._........................_______ - MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL mI ADBEARING i - "� CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR 9HEARWALL.(FIG B)......................................-FT(d N/A NEGNT 20' � .; ,,�•. P,lllb°U)OOD STRUCTURAL STUD HEIGHT FLOOR BRACING 4T ENIDWALLg.......................(FIG 9) ......................................_...._.... - ' •> GYPSUM WALLBOARD 9d 1' / F VERTICAL PANEL SHEATHING COOLERS EDGE O FIELD FLOOR SHEATHING TYPE..............................(PER l80 CMR 55.00).._......................_____.. �I MAX.WALL WALL SHEATHING n FLOOR BREATHING TNIGKNE95.........................(PER l80 CMR 55,00)...._ ..............................._.__._. 3/4 M. - . HEIGHT 10' FLOOR SHEATHING FASTENING......._. ...(TABLE 2)-@--d NAILS AT 6 IN r DGFJ 12" IN FIELD _ "". '•' YP.VERTICAL EDGE NAIL WOOD STRUCTURAL PANELS _ 6PAG ING(ad COMMON STUDS SPACED UP t0 24"O.C. ad Od 6"EDGE/12"FIELD 4.1 WALLS _D.C.) V7•AND 25/32'FIBERBOARD PANELS - ad 3'EDGE/6'FIELD ,,' >•''•• � VI GYPSUM WALLBOARD Ed COOLERS l°EDGE/q'FIELD - WALL HEIGHT -� - _ LOADBEARING WALLS.............................(FIG 10 AND TABLE 5).........._._..........�FT<10' ✓ - •>• •." TYP.IFIF1 n NAL SPACING FLOOR SHEATHING NON-LOADBEARING WALLS........................(FIG 10 AND TABLE 5)....................... A FT<.20;.� > ' :' '': COMMON._O WOOD STRUCTURAL PANELS - - . WALL STUD SPACING.................................(FIG 10 AND TABLE 5).......•..._......._.I&_IN<24"O.C.�� •'.•'�'. Bd 'C, T OR LESS ad IOd S"EDGE I I7"FIELD WALL STORY OFFSETS...............................(FIG 1<8)...................................-FT<d.NIA . • , • •.•,• - GREATER THAN I' - IOd IOd 6'EDGE/e"FIELD 4.2 EXTERIOR WALLS' - -'- -'-' WALL STUDS 3 [GENERAL NAILING-SCHEDULE LOADBEARING WALLS.............................(TABLE S)............................2X.A_-A-FT-0-IN LATERAL •: NON-LOADBEARING WALLS.........................(TABLE 5)............................2X A -�FT�N I/ GABLE END WALL SPACING' °6' e e! e! > „ • BULL HOGMT ENDWALL STUDS......................(FIG • 10)..._............................... _%/ e•' WSP ATTIC FLOOR LENGTH.............._..........(FIG II).................................... . �FT>W/3 N/A n .♦d•e.eOn .. d•e .°dn._ , . GYPSUM CEILING LENGTH(IF WSP NOT USED)._-._._..(FIG 11).___________________________________Ft>0.9W N/A •' s �: a 16' w e . a•.. e,• AND 2X4 CONTINUOUS LATERAL BRACE e 6 FT.O.C.(FIG UT1 IUX4.............................................BLOCKING F SPACINN 'e 4 •e d•e dro SHEAR �.40•e.4 d•e OR U<3 CEILING FURRING STRIPS c I6"SPACING MIN,WITH 2X4 BLOCKING s 4 FT,SPACING..END--._....._.. n + e . > <�a DOUBLE TOP PLATE JOISTOR TRUSS SAYS.................................................................................. °. r e 4• 24°O.C.MAX. • 4 •' 2A°O.C.MAX. °!DOUBLE TOP PLATE - On 1•p �d'e ro d•e e - _ _ SPLICE LENGTH.................................(FIG 13 AND TABLE 6)............................ART�� STUD ,. 7.,,. STUD SPACMG .- BPLICE CONNECTION M W O.OF d COMMON NAILS) (TABLE eJ................•............_._..._... 8 _ - �'•• >SPACING♦- • o <•� ♦• e• °• e _ CTIONS LOADBEARING WALL CONNE .40•e .40ro•.4 A.. A.. .� .40•e•.40•e••°d•• LATERAL(NO.OF ISO COMMON NAILS)............/TABLE 1)........................................� NO WALL CONNECTIONS -• e! e! e�! s•! e,! °•! - LATERAL(NO.OF Ibd COMMON NAILS)............(TABLE B).....................................: -� -° .40•e .4be 'e .4d•o.4d•• DOUBLE HEADER . LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) - HEADER SPANS.................................(TABLE 9).............................. fT_.0 IN,<1)' V + - SILL PLATE SPANS...............................(TABLE 9)..............................E_FT Q IR<11' 1/ FULL HEIGHT STUDS MO,OF STUDS)...............(TABLE 9).......................................�_ I/ - MAXIMUM WALL STUD HEIGHT , STUD SPACING , RILL NON-LOAD BEARING WALL OPENINGS(RECORD LARGES(TABLI9G BUT CHECK ALL OPENINGS FOR�FMPLIA IN. 'O TABLE ) _RAFTER CONNECTION AND WALL SHEATHING STUD EA T - HEADER SPANS................................. V SILL PLATE SPANS..............................(TABLE 5)------------------------------- 4 11,L<12'V OUBLE JACK STUD FILL HEIGHT STUDS MO.OF STUDS)...............(TABLE 13).._..._. ..............................�.� �L MINIMUM REQUIREMENTS AT EACH END OF HEADER EXTERIOR WALL SHIE•ATHMG t0 RESIST UPLIFT AND SHEAR 61MULTANEOUSL�• HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL. WINDOW SILL PLATE MINIMUM BUILDING DIMENSION,(W) NOMINAL HEIGHT OF TALLEST OPENING?.-............. _ � (6'e"�L - (FT') SIZE STUD9IGHT (LB,) (LB.) - .. SHFAT14NGTYPE................................MOTE 4).......................................... EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESS)................... IN. - - 2' 2-2X4 1 2111 132 .. ... ..._ ..... .._.- _.._ ... .......... FIELD NAIL SPACING.............................(TABLE 10) ...................................._M.= SEE PAGE 4 OF 5 - 3' 2-2X4 2 416 ISO SHEAR CONNECTION MO.OF 16d COMMON NAILS) (TABLE l0)......................................_ / .4' 2-2X4 2 554 264 PERCENT FULL-WEIGHT.SHEATHING.................(TABLE 10).................................... % 5%ADDITIONAL SHEATH C SHEATHING FOR WALL WITH OPENING>6'8"(DESIGN ONCEPTS)......................... 1.5' 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L) NOMINAL HEIGHT OF TALLEST OPENING 2.............. -�:<6'8° ✓ 6' 2-2X6 3 831 396 /.... ............::...........:: ............-T--__--_- SHFATHNG TYPE...............................MOTE 4)................................... .. 1• 2-2X8 3 9l0 462 EDGE NAIL SPACING.............................(TABLE 11 OR NOTE 4 IF LE88I._-_.__.__.___..._._._IN.- •e .°d•e .40a 2d•o .4D•e .4d .°dro .edro.2d•s.ed•n.4d 8' 2-2X@ 3 1108 528 'C FIELD NAIL SPACING.............................(TABLE IU.._....._................_...__....___._IN.- \SEE PAGE 4 OF 5 9' 3-2XI0 3 14l 594 u•!° •`e° S•!° �S, ?�w.e• +e, ° •q ,epe SHEAR CONNECTION:MO.OF I"COMMON NAILS) (TABLE II).......................................- / • • ,e,•w.>..4d•e .*A. 10' 3-2X12 4 i,385 660 'e .4d•e.40•e .40ro•.°dn•.ed••'A,.• _PERCENT FULL-HEIGHT SHEATHING (TABLE IU......................................_% °wT w. . °� � TYP.ANCHOR BOLTS AND ° ' ..! � ° °.!° e• ° °. 3"X3"XI/4"PLATE WASHER,! e 6%ADDITIONAL SHEATHING FOR WALL WITH OPFSIING)6'B"(DESIGN CONCEPTS).......................... WA II' 4-2X 10 4 1524 T26 e•. e ': • e 4 WALL CLADDING - ,4d•e 4d�e 40•e 4d•e 40•e A. d•e d•e d•e .40•e e RATED FOR •e WIND SP®T............................................................................... TABLE S. WALL OPENINGS - HEADERS .,. •. >. +,. e.! 5. ROOFS a .40e.4d•e .40e :40•e.40e.4da .40•e .4d•e•.40•e•.4dn•ROOF FRAMING MEMBER SPANS CHECKED](FOR RAFTERS USE AWG SPAN TOOL,SEE BIBRS WEES8ITE) IN LOADBEARING WALLS ' ROOF OVERHANG------------------•--------- ......(FIGURE 19)........ a:=FT<SMALLER OF 2'OR L/3 TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS •'e •'e •'4 NOTES, ,4d•e,40'e Oro .40•a .°be.40•e d•e .40•e.40•e d•• PROPRIETARY CONNECTORS I. THIS C14EKLIST SHALL BE MET M ITS ENTIRETY,EXCLUDING TI4E SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE '•' s '•' a '.' a ': s ': a '•' s '•' a '.' a '•' e UPLIFT........................................(TABLE IL...._...................-......._....U._PLF�(� REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM I.IF THE CHECKLIST 15 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... ................................_.L•-PLF N/A AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE: . SHEAR.......................................(TABLE 12).....................................5._PLF N/A� A.STEEL STRAPS PER FIGURE 5 - RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131................................T._�LF-.N/A - B:20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTIOOKER............................(FIGURE 20)...............L-la"FT<SMALLER OF 2'OR L/2 A. TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS G.UPLIFT RAPSTR Pe PER FIGURE K PROPRIETARY CONNECTORS D.ALL STRAPS PER FIGURE fT UPLIFT........................................(TABLE W).....................................U._J-0. N/A E:CORNER STUD HOLD DOWNS PER FIGURE 18e AND FIGURE 18b 2 LATERAL(NO.OF 16d COMMON NAILS)..........(TABLE 14).....................................L•�B. N/A REQUIREMENTS SHOWNSHiOWN LY TABLES u10 AND I SHALL BE PERMITTED WHEN 9%IB ADDED TO THE PERCENT FULL-HEIGHT SHEATHING STUDS AND HEADERS ROOF SHEATHING TYPE..............................(PER 180 CMR 58.00 AND Slilow............... ---,`/}� 3, THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE 4 MINIMUM 2°IN,NOMINAL THICKNESS PRESSURE TREATED-2-GRADE.ROOF SHEATHING THICKNESS._..............................................................(Z IN,>VI6°WBP��L 4 A. FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL44EIG14T C ROOF SHEATHING FASTENING..........................(TABLE 2)......_........_........._......._........... �L SHEATHING AND NAIL SPACING REQUIREMENTS, AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN 8YP�GE SALE BAYBERRY BUILDING CO. LOT 6 SCHOONER LANE VINEYARD RANCH o� U�7/©0 0!` �G�/ �`�/� O lfo�l/4 !/ 10-24-I1 N jB e�oF� 1/4".1'0" the 176sic,ns HYANNIS, MA, ONE CAR GARAGE I) (U PURCHASE OF DRAWINGS LEAVES FYIRCNASM RES.O IA2 FOR LE HELD RES WITH ALL fL EXACT 612E Ale?REINFORCEMENT OF ALL CONCRETE ROOTINGB G)ALL FOOTINGS SHALL WO'END BELOW FROBiIR@ VERIFY DEPTH. /�� LOCAL BWLDING CODES AND THE USE,OF JB DE4GiJ4 M4Y NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL 80L CONDRgN9 AND ACCEPTABLE [4)VERIFY STRUCTURAL ELEMENTe FOR DEBK•N•SIZE P.O.BO be +�VBJ•4�'4�� ' Z� FOR SITE CONDRIONa OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUOTION. PR4CTKE5 OF CgNSTRUCTION VERIFY DESK N MH LOCAL E•UINEER. UIRH LOC4L EN6NBOi AND BUILDING OFGIAL6. eEBT BA¢M9TABLE MA O]6ea I 4 �. EXTEND HEADER TO KING.STUD FFf ri ,oa NAIL TOP PLATE r;i} ❑�O O❑ TO HEAD ER WIT H NAIL SCHEDULE - TWO ROWS OF 16d O a 8d COMMON NAILS AT AT 3"O.G. 3'-4" 6•$F 3.-4" 2'-IOh" 3'-IOVy" 4,-0" 1-6 11 SHEAR SHEAR SHEAR HEAR SHEAR SHEARSHEAR SH R - WALL WALL 24'-0" WALL ALL WALL 34'-0• WALL WALL WA 2 5/8"ANCHOR BOLTS WITH rWALL LENGTH= _—-_•, rWALL LENGTH•_ _-—•, 3"X3"PLATE WASHERS _ I•I FULL(M HEIGHT,SHEATHING. )—1%3'-4" j - I• FULL HEIGHT SHEA TH ING 9." SHEAR WA LL LL ACTUAL SHEATHING. ACTUAL SHEATHING=_�L_% (Mln Reg0led29 %) I FRONT ELEVATION e � WALL RATIO•2.00 RATIO.2.00 EDGE NAILING"_A�L_A.C. I i EDGE NAILING. 4" O.G. I 100% •FIELD NAILING•J3'_O.C. 'FIELD NAILING=J2_- 'e .�".•e •e°.ada•.a do•.e do•.a d•e•.adn - rWALL LENGTH=�—_--, - GARAGE OPENING DETAILS (FULL HEIGHT SHEATHING-30'. I SHEAR WALL •ACTUAL SHEATHING=I00% Chin.Required--& %) I RATIO.2.00 LEFT ELEVATION - - - EDGE NAILING• O.G. i LFIELD NAILING• O.C. .-------•— 4� FrM .% EAR ?:'WALL - - rWALL LENGTH.-__----, SHEAR WALL SHEAR WALL —�- 22'-0" SHEAR WALL 5g'_O^ SHEAR WALL SHEAR WALL FULL HEIGHT SHEATHING=J9_4°I __—_—_, ACTUAL SHEATHING•% WALL J� WALL LENGTH. >;�s, i (Min.Requir®dam _%) I SHEAR WALL IFULL HEIGHT SHEATHING, 4-ic"j SHEAR WALL RATIO.2.00 _ ACTUAL SHEATHING=_4�% (EDGE NAILING•�O.C. I RIGHT ELEVATION j (Min.Required—J _%) FIELD NAILING=JZO.C. RATIO=2.0. REAR ELEVATION L_—_—.—_—_—_—_J (EDGE NAILING=1¢=O.C. I LF -� IELD NAILING•�'_O.C. --•--------- BUILDER JOB ADDRESS DESIGN DAA E REVISION DRAWN I PAGE 6GALE p BAYBERRY BUILDING CO'. LOT (o SCHOONER LANE VINEYARD RANCH o�/E�U�/�D � N/ ol��U 0 1O_24_1 M JB •�OF� v4"•I'o" the Z)es �ng HYANNIS, MA, ONE CAR GARAGE _ W (U PUFtGMA6E OF DRAWING6 LEAVB PURGNA6ER REePONBIBLE FOR COYIPLIANGE WnM ALL 11)EXACT 61iE AtID REINFORCEMENT OF ALL OONLRETE ROOtP1GB (3)ALL FOOTI.GS 6 ALL EXtEND BELOW-06TLINE VERIFY OE F- LCCA BrTEL BUILDING GODE6 AND ORDDlANC£6.-®DE61GN6 MAT NOi BS HELD RESPONB®LE r T BE DETERMINED BY LOCAL FOIL C n*-AND ACCEPTABLE (4)VERIFY 6TRUOTURAL ELEMEMS FOR DES—,SRE P•��Y�'• (506J 494-W-4 ZFOR CONDTONS OR FOR THE UBE OF THESE OR.wlI CURMG CONSTRUOTION. PRACTICES OF CON6TRUCTION.VERUn"DE6IGN WTII LOCAL ENGINB:R. M.LOCAL ENGINEER AND BUILDMG OFFIGIALB. 11�TEWFKBrABLP MA.O>1f6B LEGEND NOT ALL SYMBOLS ASSESSOR'S MAP 272 PARCEL 221 ARE UTILIZED. ZONING SUMMARY uj SEWER MANHOLE � � s�a' '�^� �'`"� 25 ZONING DISTRICT: RC-1 FIRE HYDRANT n J MIN. LOT SIZE 43,560 S.F. �s WATER GATE VALV£ 0 MIN. LOT FRONTAGE 125' DRAINAGE EASEMENT MIN. LOT WIDTH - CATCH BASIN s • `�' q�r o MIN. FRONT SETBACK 30' N V 33 MIN. SIDE SETBACK 15' [551 PROPOSED CONTOUR MIN. REAR SETBACK 15' 6" SEWER , 1 Are =11 ,074± SF STUB INV.: SIGN 64•0 � HOUSE PROPOSED�ts8 0 23 Acres ZONING DISTRICT: PI - AHD TH1 TEST HOLE S 30. MAP 272cl 221 MIN. LOT SIZE 10,000 S.F. }— + T.O.FND. 69.5 MIN. LOT FRONTAGE 50 (20 CUL DE SAC) 0 2 s ( MIN. LOT WIDTH 65' cLEANouT - �, °g MIN. FRONT SETBACK 15, �� ---"'EXISTING CONTOUR rw� r' ° ' INV.: 64.9 DECK l MIN. SIDE SETBACK 10' U V♦ MIN. REAR SETBACK 20' 66.5 PROPOSED SPOT GRADE /r o w W SITE IS LOCATED WITHIN THE GROUNDWATER i \ i PROTECTION OVERLAY DISTRICT APPROX. TREE LINE ` v GARAGE + 50.1,2 EXIST. SPOT GRADE = \ ___ FLOOD ZONE: C -;� (FEMA FIRM PANEL# 250001 0005C) 9-19-85 • a LEACHING PIT \ Co- \ 6'X14' EFF. DIA. PITS \ �� REFERENCE: \\\ \ PB 610 PG 94 _s—,--,—,— SEWER LINE ,. �� `\ lI��SIDENT][AL SITE PLAN1 *—•—■—*— WATER LINE \ 1Q.3O, \ GAS LINE PREPARED FOR: -_ U.G. ELECTRIC ANTIQUE STYE POST LIGHT BAYBERRY BUILDING LOCATION : LOT 33 #168 SETTLERS LANNE SCALE : 1" = 20' DATE : 4-13-2012 , ,� x ft�haslg� SHEET 1 OF 2 � r •. . ,_ a off 508-362-4541 fax 508 362-9880 _.. __. .., down Cape engineering , inc. - ' C/0L ENGINEERS Scale:1"=20' 'a 'E v� <`� `'` ' _hf` LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939 Morn Street — YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET JOB 00-018 _00-018 DEFIN & SEWER 40A + 40B.DWG GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING THREADED CAP LAWN/MULCH G CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE TO GRADE GRADE IN MULCH (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT 69.5 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FINSHEO GROUND SURFACE HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD Z SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 0 ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. z 8"X6" WYE INTO MAIN � 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA 0 64.9 "M6, [ 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6 ,•i CONTRACTOR TO ILABI " SDR35 ELBOW 2% TO STUB AVAILABLE 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO—H-20 RATED UNLESS NOTED. PRIOR TO ANY PLUMBING WORK. RAISE IF REQUIRED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 1 --2.0% 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. (Ek 6"SDR35 PVC / AT 2% TO STUB JJJ B. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT LOT LINE (TYP.) 9. SEWER PIPING 8"0SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 27 WITH CLEANOUTS DETAIL 4"SCH40 PVC AT 2 MIN. 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) C� 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES 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. �jj��jTj /� �T�j PLAN ,[J �N 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED 1\� i L / UL SITE �l 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 REDS, TITLE 5, AND TR-16) p `�T� DD`�j BUILDING �Tj T �T/''+ LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION DA i 113ERR 1 D V ILDI G H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LOCATION : LOT 33 #168 SETTLERS LANE POURED CONCRETE DONUT 1.5 CU.FT.t SCALE ; 1" = 20' DATE 4-13-2012 ` SHEET 2 OF 2 4.0"OSCH40 PVC " off 508-362-4541 fax 508 362-98M 4"PVC AT 2% MIN. SERVICES „ } down cope engineering, inc. CLEAN OU T DETAIL �yY }rc ` rt t c,►�L ENGINEERS i } LAND SURVEYORS H-20 FOR USE IN PAVED AREAS C UTILIZE PLASTIC COVER IN LAWN AREAS DANIEL A. OJALA P.L.S. P.E. DATE 939 Moin Street — YARMOUTHPORT, MASS JOB # 00-018 _00-018 DEFGN & SEWER 40A + 40B.DWG