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HomeMy WebLinkAbout0068 WATERFORD DRIVE to"� GJa4tgoo V r, 3 a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_- q. Map -26 cef. t?0�-/x3p `Application #,!�O Health'bivision ZOo Date Issued Conservation Division tl �"Applicatior F ' `Permit Fee Planning Dept Date Definitive.Plan:Approved by Planning Board Historic - OKH Preservation / i H anns �/►�' y I� Project Street Address &!2; 7 ►0 dM!?, `,vg /�,cr-c Village . f Owner, t fcl w Address ('�q, k/ Telephone �0%^ �1a , OQ q I Permit Request p ;c�Er,+� y�,tlp►+� 16� ���CT�N;71 n� �N� Poow Sr`. � o ►M I NTH �t�� ✓i ST.��2si� v1, ,��!� ,: �L.�..� S�R,M>�e-� Square feet: 1 st floor: existing ff44 proposedC13C2 2nd floor: existing 4711& proposed Total new Zoning District' R f' Flood Plain, No Groundwater:Overlay /VD` Project Valuation Construction Typed Lot Size Z�- ISN Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ' Two Family ❑ Multi-Family (# units) Age of Existing Structure do Historic House: ❑Yes AIo On Old King's Highway: ❑Yes ANo Basement Type: U4,1I ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.)' 7530 Basement Unfinished Area(sq.ft)_!, y Number of Baths: Full: existing_ new / Half: existing / new Number of Bedrooms: existing 0new Total Room Count (not including baths): existing �G�new D First Floor Room Count Heat Type and Fuel: U11as ❑ Oil ❑ Electric ❑ Other 'trentral Air: 311rIes ❑ No . Fireplaces: Existing New Existing wood/coal stove: ❑Yes,4 No Detached garage: ❑ existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: sting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ---i Commercial ❑Yes ❑ No If yes, site plan review* - 1� " c7 Current Use Proposed Use �' v APPLICANT INFORMATION 9P (BUILDER OR HOMEOWNER) ' w v rn Name ,&9aA/ O�CAb,4L-L_ Telephone Number b�,�M469" Address !,�Qat('.3SS �. License '7&0 SSA 444 917/ Home Improvement Contractor# Worker's Compensation # tyG`si!C7T g ' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4�-L46 � iT�.�P�.y�l Gti Eiy7`���i•'� 1.r��P SIGNATURE DATE FOR OFFICIAL USE ONLY z • APPLICATION.# [QATE ISSUED MAP/PARCEL NO. f ADDRESS VILLAGE OWNER., / DATE OF INSPECTION: FOUNDATION FRAME Skdl 40 CC) ofRwt "INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL z FINAL BUILDING of/0 oK. `// 7 /( 14atf DATE CLOSED OUT " - ASSOCIATION PLAN NO. r THE r, Town- of Barnstable Regulatory SerAces Nose , Thomas F. Geiler, Director Building Division Thomas perry, CBO,Building Cor'oxmssioner 200 Main Street, Hyannis,MA 02601' www.town.barnsta ble.ma.us 'Office( 508-862-4038 Fax: 508-790-6230 PLAN REVEEW Owner: Wr,,J7-,OAI ���+s1� /��T Map/Parcel: OS O©Z ')(3o Project Address 44-reAr-OeD �h. .'Builder: The following items were noted on reviewing: All NNIC.0 OF A'-AA l Ylo,c/ d /3E e G Old Sip-M.S AWC?e 46 AC-09 f) Ya *60rT ALAVJ C"45 3 w,ti d o�,cJs i^/ 40 Q r tiara✓ /Lc. T 49 r R eS rs zrpry r A$4W C-pt Rdfi!Fb dg Gdoe D 4rve--e-S 0 4 u sr aF 0%b d I c� Reviewed by: / ( Date: Q:Forms:PI=' w I The Comtnonwealth of Afassachusetts .Department of Industrial Accidents _ Office of Investigations' 600 Washington Street Boston, MA 02111 wwlv.tnass.gov/dia VYorkers' Compensation Xnsurance Affidavit: Builders/Contractors/Electriciaus/Plumberg Applicant Xnformation Please_ Print LegriblY Name (Business/Organization/Individual)' z I ( I c4 C Address City/State/Zip: O�i�' f� �- Phone.#: o�' ��' Woo Are you an employer? Check the appropriate bo Type of project(required): 4. I am a general contractor and I 1.�I am a employer with 6. ❑New construction employees (full and/or part-tim.e).* have hired the sub-contractors listed on the'attached sheet. T. ❑Remodeling .2.❑ I am a•sote prpprietor or'partber-' These sub-contractors have • •' ship and have no employees 8. •[� Demolition • employees and have workers' addition working for me in any capacity. t 9. ❑Building comp. insurance. [No workers'.comp.-insurance '10.❑Electrical repairs or additions 'required) 5. [� We are a corporation and its . 3.❑ I a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required-] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] "Any applicant,the 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. 1Contractors that check this box must attached an additional sheet showing the name of the sub contractors and state whether of not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. _ / Insurance Company Name: CLG��1 y 7 r 5"y� ®�, - Expiration Date:,r, policy#or Self-ins. Lic.M W4 !!.1—� Job Site Address: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy-of this statement may be forwarded to the'Office of Investi atioas of the DIA for insurance coverage verification. I do hereby, under the pains and penalties of perjury that the information provided+above is true and correct. Si►-�ature. " Date: Phone#: Official use only. Do not write in this area, to be completed by city or town offcciaL City or'Town: Permit/License# Issuing Authority(circle one): 1. Board of Health '2.B wilding Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Information an 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 construction or repair work on such dwelling house dwelling house of another who employs persons to do maintenance, emplo}anent be deemed to be an employer." or on the grounds or building appurtenant thereto shall not because of such 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 vPho has not produced acceptable evidence of compliance with the insurance coverage required." as shall Additionally,MGL chapter 152, §25C(7) states'Neither the commonwealth nor any of its political subdivisio . enter into any contract for,the performance of public work until acceptable evidence of compliznce Rrith 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-coneactor(s)name(s),-addresses)and.phone numbers) along with their cerdficate(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 not the Department of be returned to the city or town that the application for the permit or license is being requested, quired to obtain a workers' Industrial Accidents. Should you have any questions regarding the law or if you are re 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 perniitllicense number which will be used as a reference number. In addition, an applicant that must subnut multiple permiWicense 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 ox 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 Deepszt rent of ladustrial Accidents Office of Investigations. 600 Washington Street Boston, MA 02111 Tel. #617-727-490.0 ext 406 or 1-877-MAS.SAFE Fax # '617-72TJ749 Revised 11-22-06 www.mass.gov/dia �Y►,er�, Town of Barnstable Regulatory Services 4 MRNSTABLE, Thomas'F. Geiler,Director F��`�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623( Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize �lSt—��E�� ��� L �'n�. to act on my behalf, in all matters relative to work authorized bydhis building permit application for. (Address of Jobr Signature Efate �FORCsC �c fO�1 Print Name If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Town of Barnstable Regulatory Services 14 Thomas F. Geiler,Director • BARNSTABL.E. "CAS& Building Division 01 AlED �a 9. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.tow•n.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 - HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10B LOCATION: village number street "HOMEOWNER': hone 4name home phone# workp 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 Persons)who owns a parcel of land on which.he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such homeowner' shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for�compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be.exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. any communities require,as part of the permit application, To ensure that the homeowner is fully aware of his/her responsibilities,m that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILESTORMS\homeexempt.DOC REScheck Software Version 4.2.1 Compliance Certificate Project Title: Newton Residence Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 68 Waterford Drive Ronald Welch Cotuit,MA 02635 Kendall and Welch P.O.Box 1478 Osterville,MA 02655 508-428-4900 Compliance:Passes Compliance:3.0%.Better Than Code Maximum UA:66 Your UA:64 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 220 30.0 0.0 8 Wall 1:Wood Frame, 16"o.c. 352 19.0 0.0 15 Window 1:Metal Frame with Thermal Break:Double Pane with 105 0.320 34 Low-E Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 220 30.0 0.0 7 Furnace 1:Forced Hot Air 90 AFUE Air Conditioner 1:Electric Central Air 17 SEER 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 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 5 4" Name-Title Signature Dat Project Notes: Master Bedroom Extension and Dining Room Extension Project Title: Newton Residence Report date: 08/14/09 Data filename: C:\Check\REScheck\Newton Addition.rck Page 1 of 3 i REScheck Software Version 4.2.1 N( Inspection Checklist Ceilings: (3 Ceiling 1:Flat Ceiling or Scissor Truss,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:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. 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. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 17 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures seated/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. 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. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title: Newton Residence Report date: 08/14/09 Data filename: CACheck\REScheck\Newton Addition.rck Page 2 of 3 r Ducts in unconditioned spaces or outside the building are insulated to at least R-8. D ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ci Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to R-2. Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. 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. NOTES TO FIELD:(Building Department Use Only) Project Title: Newton Residence Report date: 08/14/09 Data filename:C:\Check\REScheck\Newton Addition.rck Page 3 of 3 r r 2006 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door Heating &Cooling Forced Hot Air Furnace 90 AFUE Electric Central Air Conditioner 17 SEER Water Heater: Name: Date: Comments: r tA c-w Tc>t-l: Q ES I..T.),e-- N CE* Daniel_E. Braman,.p.E _ 89 Harbor Point ft 1 MA:02637-036>l. • or1 .W v--ti✓� • Da L tit OX _ , D 4-1 , o i2 12.G�ca�. ml w . �,c� ,c tZ ��� O b�• :I✓1 .. ....._.. ._.... ------------------- , RMAH � _ ;.ca. , Y�&1�: S 'G� l Vt f 3 RAMSBEAM V2 . 0 - Gravity Beam Design --LicQnsed to: Dan Braman, P.E. Job: Newton Res . 68 Waterford Dr. Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X28 Fy = 36. 0 ksi Total Beam Length (ft) = 16. 00 Top Flange Braced By Decking LOADS: Self Weight =. 0 . 028 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 16. 00 0. 510 0 . 510 0 . 000 0. 000 0 . 750 0. 750 SHEAR: Max V (kips) = 10 . 30 fv (ksi) = 4 . 49 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 41 .2 8 . 0 0. 0 1. 00 20 . 35 24 . 00 . 20. 35 24 . 00 Controlling 41. 2 8 . 0 0 . 0 1. 00 20 . 35 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 30 4 . 30 Max + LL reaction 6. 00 6. 00 Max + total reaction 10. 30 10. 30 DEFLECTIONS: Dead load (in) at 8 . 00 ft = -0 .279 L/D = 688 Live load (in) at 8 . 00 ft = -0. 389 L/D = 493 Total load (in) at 8 . 00 ft = -0. 668 L/D = 287 I 6 / 17 /09 2 : 09 : 26 PM 4170 2 03/03 AFRO® CERTIFICATE OF LIABILITY INSURANCE 6/17/2o 9 PRODUCER (508)540-2400 FAX: (508)289-4111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Murray & MacDonald Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 550 MacArthur Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bourne MA 02532 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Quaker Special Risk Kendall & Welch Construction Inc INSURER B:Safety Insurance 39454 874 Main Street INSURER c:Liberty Mutual Ins Corp PO BOX 490 INSURER D: Ostervl le MA 02655 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE 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 BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OFSUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR R O POLICY ATE YMMIDDm� DATE MMIDDI POLICY YnON LIMITS POLICY NUMBER GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE 10 RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 50,000 A X CLAIMS MADE OCCUR LHB10000343 6/15/2009 6/15/2010 MED EXP(Any one person) $ 5,000 11 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 21000,000 GE 5N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 nPOLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) B ALL OWNED AUTOS 5055064 6/15/2009 6/15/2010 BODILY INJURY X SCHEDULED AUTOS (Perperson) $ 250,000 X HIRED AUTOS BODILY INJURY X NON-OVNAVEDAUTOS (Per accident) $ 500,000 PROPERTY DAMAGE $ 100,000 (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ C WORKERS COMPENSATION WC STAT I-LIM OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE r---1 E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) 131S354774028 6/15/2009 6/15/2010 E.L.DISEASE-EA EMPLOYE $ 100,000 it yes,descnbe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town Of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Building Division NOTICETO THE CERTIFICATE HOLDER NAMED TOTHE LEFT,BUT FAILURE TO DO SO SHALL 367 Main St. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE d a.cr_ I S Harrington, CIC/SMH ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200901) The ACORD name and logo are registered marks of ACORD 1777 01/12/2009 MON 14: 13 FAX 508 790 1677 FAIR INS ACOMb - CERTIFICATE OF LIABILITY INSURANCE �001/00: DATE(MM/DDIYYYY) PRODUCER (508)77S_3131 FAX (508)790-I677 Ol/12/2009 The Fair Insurance Agency, Inc THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION P.O. Box 430 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR '9 Main St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Itervil l e, MA 02632 INSURERS AFFORDING COVERAGE IN5uRED A t0, Jon C. NAIC# P.O. Box 339 INSURERA: National Grange Marstons Mills, MA 02648 INSURERS: Safety Insurance Co. INSURER C: AIM INSURER O INSURER E: COVE A ES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. INSR DO` TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION GENERAL LIABILITY MPI70531Amfpnfyyl LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,00021000 DAMAGE TO RENTED S SOO,OOO CLAIMS MADE OCCUR A ME EXP(Anyone person) S 10,000 ! 10/02/2008 10/02/2009 PERSONAL 8 ADV INJURY S 1,000 000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY jE� LOC PRODUCTS.COMP/OP AGG S 21000,000 I AUTOMOBILE LIABILITY 1900908 12/01/2008 12/Ol/2009 ANY AUTO COMBINED accident)SINGLE LIMIT S (Ea ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY B (Per person) S MIRED AUTOS 100,000 NON-OWNEDAUTOS BODILY INJURY(Per accident) S 300,000 PROPERTY DAMAGE $ (Per ac6denl) 100000 GARAGE LIABILITY AUTGONLY-EA ACCIDENT $ ANY AUTO ' OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND AWC7011579012008 01/01/2009 O1/O1/2010 we srnru• oTH- EMPLOYERS'LIABILITY C ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S 100,000 OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYE S 100.000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S 500100 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HQLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, KENDALL & WELCH CONST BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY BOX 490 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. OSTERVILLE, MA 02655 AUTHORIZED REPRESENTATIVE `� I I IKathy Silvia/FAITUI A tD 2S(2009/08) FAX: (508)428-4907 ©ACORD CORPORATION 1988 i From: Paula Cerqueira-Melo Ais,Cpiw,Qsr At:Viveiros Insurance Agency FaxID:Viveiros Insurance A To:Kendall Date: 12r23/2008 02:45 PM Page: CAPECOD-02 MI ACORD.- CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIWYY PRODUCER 12/23/2008 (508)676-0309 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Viveiros Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Airport Road HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR River, MA 02720 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. # INSURED Cape Cod Mechanical Systems Inc. INSURERS AFFORDING COVERAGE NAIC 8 Fruean Way INSURERA Utica Mutual Insurance Company South Yarmouth, MA 02664- INSURER B Guard Group I INSURER C: 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 REOUIREMENT,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. INSR D'L LTR S O C POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ID DATE(MMIQWYY� LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 11000, A X COMMERCIAL GENERAL LIABILITY TBD 12/22/2008 ' 12/22/2009Rt PREMISES Ea occurence) $ 300, 11 CLAIMS MADE X OCCUR I MED EXP(Any one person) $ 5, PERSONAL&ADV INJURY $ 1,000, I GENERAL AGGREGATE $ 2,000, GEN'L AGGREGATE LIMIT APPuES PER iI PRODUCTS-COMP/OP AGG $ 2,000, POLICY PRO- I CT LOC I AUTOMOBILE LIABILITY A ANY AUTO TBD a 12/22/2008 12/22/2009 (E oc dD nt)INGLE LIMIT $ 1,000, ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY(Per Inclu• (Per person) X HIRED AUTOS X NON-OWNED AUTOS BODILY INJURY $ Inclu. (Per accident) 1 I I PROPERTY DAMAGE IrICIU (Per accident) $ i GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR FI CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ I RETENTICV $ $ WORKERS COMPENSATION AND WG Y LIMI T. STAT.U- OER TH- TOR _ B EMPLOYERS'LIABILITY CAWC918865 12/11/2008 12/11/2009 ANY PROPRIETOR7PARTNER/EXECLJTIVE E.L.EACH ACCIDENT $ SOO,I OFFICER/MEMBER EXCLJDED9 E.L.DISEASE-EA EMPLOYEE $ 500.1 It yes.cescnt)e under 500,I SPECIAL PROVISIONS Gnlow E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIC Kendall&Welch DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRrtTE P.O. Box 490 Osterville, MA 02655- NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE IL �(w�e►..a-c.� c �.J ACORD 25(2001/08) O ACORD CORPORATION 19 11/10/2008 MON 10: 02 FAX 508 564 5531 Bouchie Insurance 2001/001 a4C®RI3,H CERTIFICATE OF LIABILITY INSURANCE DATE(MM/001Yy-M PRODUCER 1 1/08/2008 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION Robert E. Bouchie Jr. Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1352 Rt 28A HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PO BOX 400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Cataumet, MA 02534-0400 I 9 INSURERS AFFORDING COVERAGE ; NA IC... . . .... IC# Tom Costa Building &Framing INsuRERA; PATRONS.MUTUAL..INS_CO,_OF..,CT.._.. .._ .` 29 Lady Slipper Lane _INSURER#: HARTFORD UNDERWRITERS INS CO Mashpee,MA 02649 INSURER C: I..........................-......._............ !INSURER D: 'r INSURER I-- 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'L� ........................_................:__.........__._._.._......_._..._..__..____........_._.........._....._............... _............._.. ......._.._......_._............. ... LT 8N R INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION' DATE MM D : DATE/MMIDD/YYI LIMITS q GENERAL LIABILITY CTR0000478 ! 08/26/08 08/26/09 EACH CCCURENCE _`:S_ �ipOO O O !, X�COMMERGAL GENERAL LIABILITY '�OAMAGETOREN'PEO '-'-�"-' •CLAIMS MADE OCCUR _MED•EXP(Anyone•person)__.. :A ._ 5,0 __..._._ .. ._. ...... .. .. I i PERSONAL&ADV INJURY _.$_ •. 'I_,OOO,O > :._._....i ......... . .................__._ GENERAL AGGREGATE $ Z OOO O GEN'L AGGREGATE LIMIT APPLIES PER: ! PRODUCTS-COMP/OP AGG :$ _ .2,000 POLICY ' LOC _ .. . i AUTOMOBILE LIABILITY -- _---_�+•—�-�-- ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ , _... ..........[....._............_.......... 'ALL OWNED AUTOS _._......... i SCHEDULED AUTOS BODILY INJURY(Per(Per person) HIREOAVTOS :........ .. _ ... .._.___...... •'• BOO!LYINJURV NON-OWNED AUTOS (Per accident) S i. ..... ____..__._._.... .._.... ...... i PROPERTY DAMAGE _._..__ (Per accident) S GARAGE LIABILITY .AUTO ONLY-EA .--..... . ...:.. ............ .............._...._ OTHERTHAN EAACC !.$ ....... .. . AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE is OCCUR ;CLAIMS MADE i AGGREGATE $• _ .......... ... ......................................... ....... ...... ...... DEDUCTIBLE .......... .........._.. RETENTION $ • WC STATU. iOTH- S WORKERS COMPENSATION AND 6S60UB8118A409 ' 09/21/08 09/21/09 X:TORY.LIMIT&.:........:..ER... ............ ..._....... EMPLOYERS'LIABILITY . ANY PROPRIETOR/PARTNERlEXECUTIVE E.L.EACH ACCIDENT :$ 10010 [OFFICER/MEMBEREXCLUDED? •E.L.QISEASE-EA EMPLOYEE:$ 100.,0 It yes,describe under - SPECIAL PROVISIONS below _ ^! E.L.DISEASE-POLICY LIMIT $ 5MO OTHER DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ^� ^ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATI DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL •, 10.._. DAYS WRITT Kendall and Welch Construction, Inc. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHr 846C Main Street IMPOSE NO OBLIGATION IABI Y OF ANeK , UP HE INSURER,ITS NTS Osterville, MA 02655 REPRESENTATIVESAUTHORIZED REPRESENTATIVE FAX: 508-428-4907 I ACORD 25(2001/08) ©ACORD CORPORATION 1S r N'lasxachusetts- iDcp artment of Pulhlic tiafe(j Board of Building � �, Rc-ui:ationa and Ctandurd. Construction Supervisor License License: CS 70086 Restricted to: 00 DAMON L KENDALL t .. . �:Y; 48 KOMPASS DR FALMOUTH, MA 02536 expiration: 11/21/2010 (' mmi..iunrr Tr#: 6479 - BParTOW"u"T�gegu144nq-s/an =anar s One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Nome Improvement Contractor Registration Registration: 128405 Type: Partnership Expiration: 4/5/2011 Tr# 282001 KENDALL & WELCH CONSTRUCTION: DAMON KENDALL P.O. BOX 490 OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. BPS-CAI .;, 40M-08/08-DBSLIFORMCA108212008 Address U Renewal Employment Ir"- Lost car, �ie �aor�rreoouue 0P� a�ittde�d Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 128405 Board of Building Regulations and Standards Expiration: 4/5/2011 Tr# 282001 One Ashburton Place Rm 1301 'Type: Partnership Boston,Ma.02108 KENDALL&WELCH CONSTRUCTION DAMON KENDALL , 54 KOMPASS DR. FALMOUTH,MA 02536 Administrator Not valid without signature � } •�.. .J.e�,r.+r.�.�J` tv rw � .M .:�'�'7'f%•O�ttk'ti *, .t t'.. �.� syrt,.... �.�;y: SKi� +' irt�1,, r `� i+, < •Mv�a f.� ..}" :^'p f-' i 1 - E w � .. t. -�; r`e..«�`- :<i.';�;�...s:..rrc+�-. .rK..-,�.. , `OpTHE r ti Town. of,B am- stable- BARNSTABLE,e` Regulatory Services' MASS.-.--8... °°sq. _ Building Division =` 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 �. Inspection Correction Notice Type,of Inspection Location &flif Permit Number Owner Builder 14, �'�`"`�--.� One notice to remain on job site-, one notice on file in Building Department. The following items need correcting: t74 MI6 j, Please call: 508-862-4W for re-inspection. YInspected by f Oct Date O � 1�° v - N�RD� o MLA' a � x /o TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 06&96J o Parcel_, Permit# dX 3/ Health Division 9- 7 Date Issued Conservation Division C_ Fee CW Tax Collector Treasurer Planning Dept. C G SEPTIC SYSTEM #Of SEDR001115 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis t� SpPJ,��~ a (� 1�t 772 Project Street Address Village W.945r To=.us 1,4f LL S Owner '2,¢vL Pz,e-�Yn i7— Address &yke- Telephone �� 70 7a— Permit Request—:7�L A:�-�-D Square feet: 1 st floor: existing 1/210 proposed D 2nd floor: existing C proposed /�5�Total new /9S� Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size V!z /,5w -4 Grandfathered: ®'Yes ❑ No If yes, attach supporting documentation. �- Dwelling Type: Single Family TWO Family ❑ Multi-Family(#units) Age of Existing Structure 1-9- Historic House: Cl Yes ,4No On Old King's Highway:_ Cl Yes )Q No Basement Type: 9,Fu-1-1— ❑Crawl ❑Walkout ❑Other i - Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new D Half: existing new Number of Bedrooms: existing_ new O Total Room Count(not including baths): existing 7 new�� First Floor Room Count Heat Type and Fuel: 21(fas ❑Oil ❑Electric ❑Other Central Air: U' es ❑No Fireplaces: Existing / New d Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:misting ❑new size /, Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Cl No If yes, site plan review# Current Use Proposed Use n BUILDER INFORMATION Name �JC 2,610,0 411, GyE-6-GN Telephone Number Address �/�/�,9N T NF i�/�. License# O 55 3 'IS l _ f q TGf/ OGLE,�L1�4 D�5.�6 Home Improvement Contractor# f213 vO� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY�. PERMIT NO. DA4ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 6J4- dy+i, FOUNDATION 5 0 21�. �lc i FRAME I)Iu/06 INSULATION O f�10 jo Ie PP— FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH -rtZ ti FINAL a� GAS: ROUGH of ', FINAL FINAL BUILDING CTo DATE CLOSED OUT a ASSOCIATION PLAN NO. Q�of E lq,,�ol . Town of Barnstable y .Regulatory Services B"MAELFn = Thomas F.Geiler,Director MASS 0 39..�A``� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Perrrnt no _ e Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with•other requirements. Type of Work--`A 07 iTo�/i!/,-Eg2 -Estimated Cost aiped.Op Address of Work: to �v TF�2 � '►/� !1J,4,,1e,1 7W ys i'`1 i LLs Owner's Name: Date of Application: 9 � . I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law []Job Under$1,000. ElBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: > ate Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav RESIDENTIAL BUILDING PERMIT-FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 0r W40 Alterations/Renovations $50.00 Change of Contractor/Builder $25.00 - FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= Idel x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE - -- 3 square feet x$64/sq,foot= /, G�1. u0 x.0041= , /7 plus from below(if.applicable) GARAGES'(attached&detached) square feet x$32/sq.ft.= D o x.0041= ACCESSORY STRUCTURE>120 sq.fL >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x,0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 07 Projc= Rev:063004 � E Town of Barnstable ° Regulatory Services Thomas F.Geiler,Director 'O/Eo Building Division Tom Perry, Building Commissioner 200 Main Street, Hyinnis,MA 02601 www.town.barnstable.ma.us _ r = 30x: S090 62,508= 6 -4038_ F 7ce: Property Owner Must Complete and Sign This Section If Using A Builder I; w�wLas_Owner.of the subject property - hereby authorize_ ��/rAL W. to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner ate Print Name Q:FORMS:OWNERPERMLSSION r Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck So$ware Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\benoit garage.rck PROJECT TITLE: Benoit Residence CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW/WALL RATIO: 0.21 DATE: 09/26/05 DATE OF PLANS: August 3 2005 PROJECT DESCRIPTION: Garage remodel and addition COMPLIANCE: Passes Maximum UA= 90 Your Home UA= 79 12.2%Better Than Code(UA) Gross Glazing Area or Cavity `Cont. or Door . Perim,ter n Va u e1 i R-Value o UA Ceiling 1: Flat Ceiling or Scissor Truss 375 30.0 0.0 13 Wall 1: Wood Frame; 16" o.c. 225 13.0 0.0 18 Window 1: Wood Frame:Double Pane with Low-E 60 0.320 19 Floor 2: All-Wood,Joist/Truss:Over Unconditioned Space 873 30.0 0.0 29 Furnace 1: Forced Hot Air, 78 AFUE Air Conditioner 1: Electric Central Air, 12 SEER 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 Massachusetts Energy Code requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load fbr this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design 1 s ified in Sections 780CMR 1310 and J4.4. Builder/Design Date Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl Un to 1„ 12 to 1,25" 1.5" to 2.0" Over 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 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2" Runouts l" and Less 1.25" to 2" 2 " to 4" Heating Systems Low Pressure/Temperature 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, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) r REScheck Inspection Checklist Massachusetts Energy Code REScheck Software Version 3.6 Release 2 DATE: 09/26/05 PROJECT TITLE: Benoit Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-1actor: 0.320 For windows without labeled U-factors, describe features: , #,Panes.Frame Type Thermal Break? [ ]Yes [ ]No Comments: Floors: [ ] 1. Floor 2: All-Wood Joist/T russ:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ J 1. Furnace 1: Forced Hot Air, 78 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 12 SEER or higher. Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope, recessed lighting fixtures 1. shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfrn (0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/112 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented fimned ceilings, walls, and floors. Materials Identification: F [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table MAT 1. Duct Construction: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means &balancing air and water systems. Temperature Controls: [ ] Thermostats are required fDr each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Siang: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 T must be insulated to the levels in Table 2. .i/cr ��nnaiiulnrueall�i o�;, G"�•tlilJac�ucle�4 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number:CS 083484 Birthdate: 07/11/1963 Expires: 07/11/2006 Tr.no: 83484 Restricted: 00 RONALD W WELCH 85 BRIGANTINE DRb— HATCHVILLE, MA 02536 Administrator Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 128405 Type: Partnership Expiration: 4/5/2007 KENDALL & WELCH CONSTRUCTION DAMON KENDALL 54 KOMPASS DR. -- FALMOUTH, MA 02536 Update Address and return card.Mark reason for change. 3-CA1 0 50M-04/05-PC8698 Address Renewal ❑ Employment Lost Card ✓le-�o�iinca�uaea� o�✓ffavauc%welly -- z Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 128405 Board of Building Regulations and Standards Expiration: 4/5/2007 One Ashburton Place Rm 1301 Type: Partnership Boston,Ma.02108 KENDALL&WELCH CONSTRUCTION DAMON KENDALL 54 KOMPASS DR. � FALMOUTH,MA 02536 Administrator Not valid without signature FRONT.:.:.► ELEVATION:' -CEILING ASSEMBLY G.W.A.' _ `c 0oo� • (f willo 0wS� g� TOP SU F_ZC=. '} R 2 0.61 _�— y" P"FIBER-GLASS I.NSULATI0t1 R 30- mnnn `--SHEETROCIC - _ ,• -;.••: T;.�.� � '�,. BOTTOM SURFACE • . `xZh•. PLYWOOD IAtS10E. SURFACE os2 R= 0.6s REAR.' ELEVATION. • :�,:. -'o - WALL ASSEMBLY G.W.A.. `"`.�•'�. . .: .a:10/� +c I/2 SHVETRocx TOTAL R a/•79. ,'::�:"`;::7�". . ,�; LES R 0.45. J •.:• ::;�i . •• ..f�•. .�u:;YriJJDO'ri:.::'::a`.� ��v"+•iFY:r;.; '. 1''- JV 1.•JH'P c 3 I/2»F19ER INSULATION •t �� �'�%.r��a;; :FACE. :c••,• it. 0.17 -R a 1f •. - � ' '- '. • ..... :.:, .'sit'; I—, SURFACE RESISTANCE Ra0.61 .J. b'.ti •t • FINISH FLOOR f R- 0.91 c , FLOOR ASSEMBLY '± PLYWOOD � _ ��'. •,•.:_�„,: f su13FLOOR PLYW TOTAL. R - .3�•7S ,. � '`. ' ' R=A.62 U _ ,;�3j • RtCc{T. SI^E..ELEV�T�t'a: ;IOE ,cw:a.j 73� .17 .._ *tC"' FIBERGLASS INSULATION ► ` r: ric: ;• R Fouts DA T I O rJ ...;: , WALL ASSEMBLY � • '• '• 5 SU?FACE RESISTAN-C * (h1AY BE USED /V/A. C`'-0t:S: �.1� -�` INSTEAD OF FLOOR • •• INSULATION ) TOTAL' R = lLEST '. 11 loE sUR Cs u = c.�•r.;,. .?3� R- 0.60 - » Rao :.• YR FO� R s g N DOORS: ER�4 N1ENTLY.- INSTALLED .STORM iNSUL A T ION S=OTION 1114DOVIS TO eE: UScJ :G La'T ESTRAT;0.1 • �St+'==T. f ` pF 1M[>O TOWN OF BARNSTABLE 34299 � Permit No. . BUILDING DEPARTMENT I ' I TOWN OFFICE BUILDING Cash ..... `►.�vu�� HYANNIS.MASS.02601 Bond ... ✓.:' 7 CERTIFICATE OF USE AND OCCUPANCY Issued to Horst Dorner c/o Bayside Building Co. Address Lot #21, 68 Waterford Drive Marstons Mills, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD l THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. J!4y..30 r........ 19.....9.1........ ................ Buildin nspector r .c ��..� °•.w TOWN OF BARNSTABLE BUILDING DEPARTMENT �SARNSTASL TOWN OFFICE BUILDING HYANNIS, MASS. 02601 . I MEMO TO: Town Clerk FROM: Building Department DATE: �7— An Occupancy Permit has been �issued for the building authorized by- Building Permit #.... �0 99915..... issued ................................................................................................»......._.............................»»»... issuedto ........ »...._...._.......» ....»............ .........................................._................................................... »_.........»..»»...»»»» Please release the performance bond. .. +M"Tg1ti:a+T'.W.y.'.-+rr...•w.^:r-+^a W„+(�i+.a`�-•T.��+�.x i7;a".• _. . ,'"�',��'t".r lr+ _ r TOWS! OF BARNSTABLE,• ^ MASSACHUSETTS B u'L D' NG RtER DATE f•,�)V .'Cf Ig 91 PERMIT N8�' tl a tAPPLICANT_ ' B°3i#SlQg C;t. ADDRESS Bo 95, Centerville , f:,'*"�: %. •5ti� ' F _ PERMIT,TO r' wild dWC�.111<; (STREET) r T }i (CONTR S-LICENSE ^-.,. (-I STORY '' 0f �''1'.1113; dwc llin�; NUMBER OF ri� '�F�yl : / (TYPE OF IMPROVEMENT) No. DWELLING UNI-TS ••^ -*^t (PROPOSED USE) r AT(LOCATION) 1Qrr W.:j, i•• - _ .t ;.?,•, i jl e• ' `'«.rE''''•.`,iy�,.fi+r+.;o% %,.-�:,* , I N G N'^"`a r`401 .1t _ (N0.) (STREET) -D ISTRICT4r"`^' �^"•^1 ..T r B ETWEEN' AND (CROSS STREET) (CROSSST REETI]. + 'SUBDIVISION LOT LOT'J + !"'` j '. �`"4.iY^� w t✓ t >,v "' ' • BLOCK ] s • +.,S,l,•I E ti ..•Se-.t -sw ,�+;n l� � . BUILDING IS TO BE 1 i.t FT. WIDE BY-FT. LONG BY 41 FT, IN HEIGHT AND SNL+L��^°CONFORM INrCONSTRUCT r TO TYPE •,y ti. USE GROUP BASEMENT WALLS OR FOUNDATION „ " REMARKS: AR , .r .3v BOND VOLUME jAE1 .�tj. 210 x ESTIMATED COST �3`PERM)- rtlF>I5 :00`•. „ (CUBIC/SQUARE FEET) r` FEEY rR'�••r}, Tyr,. OWNER }1pC:bL U7:'.'ie2 rY r S x �4 ADDRESS l,c�[')71a11,/ V BUILDING DEPT BY t THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK •��' "„// tPERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, N OR ANY PART THEREOF, EITHER TE!*pp RA'PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEW'cR5 MAY B.E ST BE- F NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,.MUST=BE'A : 01F M THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM4THE.COND1T.10 :OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. r� ,-INSPECTIONS M OF THREE CALL •'` y >" •INSPECTIONS REQUIRED AFOR LL 'APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLIt:ABL'E SEPARATE ,'ALL'CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS -ARE•. REQUIRED .FOR t, FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY I,S.RER MECHANICAL`,INSTA-lL'A.TIONS:U y 2. PRIOR TO COVERING STRUCTURAL ELECTRICAL PLUMBING�AND ` MEMBER5(READY TO LATH), QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL. e `�• + ti 'A'4 FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE, i 'd �wt+FINAL I N PE rfi., POST .T 1S CARD SO IT IS VISIBLE FROM STREET.... ' BUILDING INSPECTION APPROVALS PLUMBING INSPECTIOq APPROVALS ELECTRICAL INSPECTION APPROVALS" '3`! ..,,y ? r■ Sub -3�— s I HEATING INSPECTION APPROVALS, ENGIN ING D i R ENT ��� � 7'�:J(:/-� B�OF HEALTH'Z'„�R"`•' OTHER SITE PLAN REVIEW APPROVAL ly WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 1V; r> r. TOR'HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTEDME ULL MONTHS OF D VOID IF DATETIHE -x« I TED w^ � I INSPECTIONS INDICATED ON THIS RD�CAN E ( CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY'TELEPHONE R WRITTE NOTIFICATION. t ; , li 61 00 m , LOT 21 44. 182 +/- SF N.01 +/- AC) N 0 0 Ln cD w. " N r__ LOT 24 LOT 20 v` o = O Rr ►t it3 06, aIVE 00 O L,36 g2 of # 86-559C-21 CERTIFIED PLOT PLAN LOCATION : NATERFORD DR. COTUIT PREPARED FOR SCALE : 1 " = 50 ' DATE : 04122191 REFERENCE : L— 21 LCP 237478 BAYSIDE BUILDING CO I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON - THE GROUND AS SHOWN HEREON. `VI OF Mgffq� JOHN _t )wn cape engineering inc. MCELWEE l CIVIL ENGINEERS 3� LAND SURVEYORS �4& ZZ /99/ RTE 6A - YARMOUTH, MASS. DATE ti. RE ;.VEYOR 1 v � - f • M � ti A • wig w - D D DA..D o �D� Q D D aD Q� . . LIED •� _C�.A.A ISO d l t M7IF-&Fm- .b Z)k `Q N • 1�4' =f'"O" ' ':CENTtrRVILL6 //lAS9. suu:l/y.1 o Armov[oer. ow. ' DATL:OGT 09 R[Y • - /AU RIB CGFL Dw F2oNT ELEVATlot1 i I i"vs .e ao 1 3. I = � t 4% - --- - -- ... - 1 •— -._—_ — ' •Gb-- • 1I I Lill , it— - _.._ -• -- - -- - ----—,�._._. ..._ .-- - - -- - - --• -- - • --- •-- -—-'- � . _ ___ I FZEA.Z...ELEI/A'T (O vJ 1/41 _�� c• _SAYSTOF BUILQING G CE-WrEQVILLE SCALE:%/4-=C.0 A"AovcoeT: OATe:OCT inu¢ooc►c RF.A2,-'EC:EVATION I i t�tt1 �ttt� L'1J Gwl CW 4iw G'1 i 1 it .•BQIGd c1.a�4 � . .."rs� �111NGuE.>i� port'+ (S.L111•L^+1t5.1 , _1LLUI i MF I � I ' LEF-T SIDE - GAfZ.AC F- 2lCvl-lT SInE• 6AYSlQE. F3VIl-QING Ce In+c r- ' ,EI -rF;Z.VI L.L- 1 O' //SASS acwu:%/eC Aarao-0 er. OiuwN eT RENMO OATE:OC /nulznoc�. OR�w�N0 rj10E ELEQATtON'S 0� I • J 7. 3 3 0" 4`o" — _ �V Oo o I>--GK 2sa 1 L: 2 4 0 13'-o• / 21 o` ------ 1l0'-o• �`,o to ol 6~ I q F\VG loot/ 4•o�/v;�,6�/a" I ' -- •--- -- \ 1 � -1t . I ow. I� � i. y •� a•_ - -- I TPs a 1 14 b' .-DINGT•TC KITCRM aerbm G+1B �: T1t-e. Tit-6•. I s. ID k�z 1 GARAC,E. L� ju' 8 J N ` " i 4>ZEINr.GONCR• s�c� Ot 'pmel" 2"To COOR- - T 1• r ,• 1 VO F.r- 514 E-1-T 20GK- I+-7 I RE R � i• . 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I 1 o 1,i•,- 1 54-t o. W. o` -- �� own �LppQ LAN)• -- 1/4," •+-('• p•• BAYS!O E 5 U t LOJ N G Co WC.. CEN1'ERUtLt.E /MASS. • SCµE:1/4••n 1-o' Arrnwco Dr. VAAWN sr. DATE:t7GT B9 IIMEED /AUCLOoCWC- ' OnAwuq Nu SECOND FLOC) LL&w 8`d•R s ' _-•:,�.: - - ,�...«_�.. ASPU4LT Sl-"NGLGS _ -- - Y1" COX 5N6AT64ING VL IYB ��L 3o F1D�¢E.e�"CaaS G�ywoo0 Gp-.vn`a �h"4J•o '8�, 1 •.� 1'A zY6 LSO 1`^ - IxB Fa.x1n \V000 F't,.1R211�6 6W/ti GJ T1 g2 S t+N'� i•1 Oo.V NG?pt)T•: SN6GT,Iroue \N am .E FrLlec r�oA1c.O -or . ry+84%l IA (+ of ',JlNpov FrL/"^c: LANE OG rZiCJdT LL_L.. u h J . r I -2x to STu75 01.'i • �d' Q i _ —.112" G�k S11FJ�TNIN:r 1 F1N1511 FLoo2 Ct-Apgo&n-OS FRONT r I I K W.C. S►+LNGI-� �,Oc. 1 /`Ih p<v su9FLOOrt -- - I C Aran rtcArz ' 2XIoQ16. i I FJ2RINL !0?16" I _ !/22' SH EET�LocTc '�� •I 1"'� F •I% . S'Y o 1• l a ' I I .FINISH FIOOri. d• I 'I r` i.: g/0" PL FL.0o2 i- �.. pl cabs la . -- — �Qrt G••51LL ON S�L.L•FILL. � (3 Z`/lo'S ANckorL 4915' c,c, i L-1 A 114- �� = - ASP9en.UMV aff"Dr- vi 4, ' .1 .•�.:• m 2:A6:'•'/.:; �:�..;". < �.�.j:rai..�'...y,.YV,F -' -- tIo"v 10" FOOT 1 fJ4 r APPROVED CHANG S TOWN OF BARNSTABLE Building Inspection Depardnent .assessors office(1st Floor) �� pT G� C *THE map and lot number/ „A ' e To` . Board of Health(3rd floor): cy \ Sewage Permit number / d \ �� pp p �� • g Se�® F3 T BAIUMBLL i Engineering Department(3rd floor): �'S ���� r ^` �; NAM �/ 1639 House number a MF��Q� ' ca �6�q. \0� Definitive Plan Approved by Planning Board `4��REGULk-r'ONS APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO �� a, TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use /Zoning District District / ` Fire District Name of Owner Address ✓/� Name of Builder 1 Gf.�fil c3� �l ' Address Name of Architect Address Number of Rooms Foundation Exterior L 1� L �� Roofing C� Floors Ah. K� g`' ��"'"� Interior 9 Heatin Plumbing Fireplace LI XI:�Zbt A:g-614 1' Approximate Cost Area Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License ��, �O �5✓ VjORNER, HORST e/o BAYSIDE BLDG. No 34249 Permit For 14 S n r�r r Single Family Dwelling Location Lot #21 , Eft Waterford Drive Marstons Mills Owner Horst Darner/ r/n Bays Bldg.. Type of Construction Frame Plot Lot Permit Granted April 25, 19 91 Date of Inspection -19 _ 19 i a z Fl vle IA &VII ILA,_ kf -r� lt4v ft �G . cy �f ` ® NEW ° EXISTING BATH IXISTING cJ4EW— 'F•%r EXISTING LAYOUT EXISTING WALLS b B° EXISTING FOYER ' LIVING NEW WALLS 4X6 POST i �yE N Z N R° NEW 'D " IMPORTANT SPNALT ROOFING— fl EXIST < °m N _ X , weaTH 19 ANY CONSTRUCTION THAT INCREASES LIVING SPACE t O IXIsrING BEYOND 1200 SQ. FT PER LEVEL MAY REQUIRE THE X INSTALLATION OF ADDITIONAL SMOKE DETECTORS. EX DINING r, EXISTING KITCHEN N BEDROOM AREA a° AREA NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL NEW ° /C SHINGLES N FLUSH EL BEAM �T 6X6 POST C PERMIT DOES N`•L' SATISFY THIS REQUIREMENT. /CEILING. ---------------------------------------------- EXTENSION OF U REAR ELEVATION EXISTING U W (L 1�. v Z EXTENSION OF a DINING 24X24-2 EXLSTING X -D 9 BEDROOM BY. O !: LUS OR MINUS)II'-41y" <--2XIO G.J. X EXISTING a o " .. ...... ..,..._........,.. .:.;..,�- FAMILY _._..., .. .. � �O _-___-__••_._ =p ROP05EDjnD D M1 -----.............— z PATI O .•uu - . SURAP__E:;cSTINGAE.917_ABSJY_E------_-• . AREA 3-64i" 2' DvG v0 D PLUS OR MINU5 W-lK" I DD D D ----------------- 4 PWS DR nINLL9 EXISTING. . BEDROOM { I EXISTING EXISTING 4 NEW FIRST LAUNDRY i 4'-6" .6'-s" - LAUNDR7 Eu,---- FLOOR PLAN ,. _. EXISTING F171� ASPHALT ROOFING NEW EXISTING W.I.C.. 0 D BEDROOM NBU ,EXISTING 4,-0" \/Lh y BAT41 Q I E EhO�tv♦1 e IYt�4� r l /C SHINGLES ..' .- P. IXS/IX6 GNR.BRDS. LEFT ELEVATION EXISTINCz 4 NELU SECOND FLOOR PLAN w BEDROOM, DINING EXTENSION OF EXISTING B DATE REVISION DRAWN BY PAGE SCALE �•j KENDALL Q WELCH n NEWTON RESIDENCE ml ° w AND ADD NEW BATH. _I_oF� I/4%I'-o° 9 ° 68 WATERFORD DRIVE ° 08-12-09 • JB �,8 f m m RE D .o ow�u c�e a DEb O uY gE LLD ?Pro-x v 1—T BE D Fn BY CIO�LL GO m1nN6� TwBLE :;�WST DTRYGT R L BE •D fO Y DE0 G n D DEPM S; I FOR DrtE CONa OR FOP 1 E COTUIT MA" NDE OF 1NEDE OPAWNDO DURD1b CONDTRUGi'OH PAACIKED OP LONeTRICIbP YEPIPf DEDIGN IY111 LOCAL oi°wml. �M LOCAL EN°MFEIt AND Blmalw OFAC41d. /.4 acw av' • •!(1G171't�3fY Z 6ED)Q4PIOIABtE Ml O2aA1• ., I .. . _. . . ------ • e d '8°•CONCRETE'WALL• °d. •I • DAMP.PROOFING C5A •e p• { } :I.. .. _-_—— - _ :APPROVED. - °po 4"POURED GONG.51-AB> •1X6 KEY °de °pe •10"X22°'GONG.FTC.:• 0° . -•p e , -COMPACTED• A GR NULAR , e e•, _. _ ___.________�___ _ ._ ..______. c-... _a__.•a_a_e___eeee ecev < a ° _ ____________________________________ ________ a p•e p•° __ _ - r '> •> ., •.> •,>• •. •. •. •. •i _ _ it EXISTING - " BASEMENT _ I • 4 2 T • - - - - U F -OOTIN G O O I N G DETAILS LS r � r I 811 CONCRETE ` � ;I f W OPENING WALL NE W PEN NG APROX.THIS AREA - _ U (1 0'------------ ID 1.4, .i- _ _ _ �2XI0 NAILER x u Q TY RHANGERS U o : ________________ __-___...._._...._. O TY .1'THK : In BU] NEW �q W CONC.SLAB I I i•• _ - _ 'j > CRAWL UVFIFRMESH SPACE OR AL. :m II II 5-BTYP.RIM I5° .____ 'S 8h .•I O d / TYP.2Xb.PT SILL —2X IC'e Ib•O.G. I :Z `, __� 4 n.___.--- _ I V _ , ---------- , -------_--- a — _ z ID m L- PLUS OR MINUS II'-4'h" PLUS OR MINU5�16-llh°- '- _'�'� a FLOOR FRAMING PLAN 2X8'e•16`O.G. \ EXISTING 4 NEW FOUNDATION PLAN 2X8 RAFTERS m 16.O.G. �2 PLY' R ROOF FRAMING PLAN PA IS-ASPHALTLT PAPER ASPHALT SHINGLES p E VENT 2X8e G. .m 6 O.G. 2X8 RAFTERS m 16.O. RIDGE 1/2"PLY.SHEATHIN I5•ASPHALT PAPE RIDGE VENT ASPHALT SHINGLENEW EXISTING �I 2XIO RIDGE BATH BEDROOM LATERAL 2X8 RAFTERS•16•o.C, UPLIFT 2X8 RAFTERS m If,'O.G. ��—� ANCHOR BOLT AND 1/2•PLY.SHEATHING IATHING S•ASPHALTEPAPER 3'x3'xV4'PLATE wASNER ` 15•ASPHALT PAPER ASPHALT SHINGLES 7YP.SPACING 2Xb PT PLATE SHEA ASPHALT SHINGLESNEW WS STEEL BEAM2X10'e G.J.m I6"O.G. NEW 9-I/2 LVL a2X10'e C.J,0 16"O.C. SUL. IF NEEDED -" '- APPING NEW LLBOARD R3 SL.FRAME BAY UNITEXISTING NEW BATHSTRAPPING-I•Iyvy BEDROOM W.I_C. 1/2•WALLBOARD 1/2" EOARD WITH 2X WALL AREA O.C.Ib'6'e• .°de °d•e•.°de de .°[" d•e BEDROOM q EXTENSION OF 3/4°T/G PLY. m EXISTING BEDROOM SU t6, .0 • ° < •° •° ° •° _ _ NAILED a GLUED. LY. SHEATHING °de °p°•°0°•°d °d°•°pe °d° °de °d°•FOUNDATION WALL NEW 2XI0'e o I6° EXISTING 2XIOe a 16" EXISTING 2XI0'e a 16' TYVEK WRAP OR EQUAL - '- _ 3/4•T/G PLY. SIDING 19 I NSUL. NAILED 4 GLUED. °de °de•°d ^-pe• .°Oe .°pe Oe pe 0•e p __ ._ ° 6'47'FROM END ; R38 I CRAWL SPACE OF PLATES �° r .•�-I . °' °' < . 3/4"PLY. °p°•.°p •.°p�e•.°d� 4'CONC.SLAB °dn•°dea .° °d°•° 4 EXISTING: • 19 SUL. 2XI0•e•lb°O.C. . ° ° -, v •'+ BASEMENTQ CRAWL SPACE <de' �de•°de•° �p•e•e<de epee° -. _ _ ' CONC. SLAB °Oro .°p .°d •/�` •' � ! �/ / ��.'•' � CROSS SECTION (A) TYP• ANCHOR BOLT SPACING CROSS SECTION (9) w EXTENSION OF EXISTING BEDROOM, DINING DATE REVISION DRAWN BY PAGE SCALE KENDALL 4 WELCH NEWTON RESIDENCE �I 0 o AND ADD NEW BATH_ 08-12-09 w JIB •_fO 4 1,4.1'-0 J,8 D�sl�ns 9 0 68 WATERFORD DRIVE m m COTUIT MA. �I IU FVRLNeeE OF DRw°O 4e v="VEO FvnCHtSEA REePONe1B fi FOR CO OLIeNCE 1Y N/1L L ENACT WE•Np REINFORCE T OF CONCRETE F0 .16 KL FOO F GD MILL EXTEND OF OW FROeI e E vERM1Y DEP N. _ O LOCAL BIIL!%NG LaOE.�AND ORDINeNOEe,_B DEyGN]MAY NOl DE NE1D REEPWdBLE >Wl M DEIER)tINFD BY LOCAL 101E CONDIi,O�.,.•-gLLEPtAOLE I<1 VERIFY�TFTy.TU E1FT, FOR DEIK>M•z FOR eRE CONfXimNe OR FOR 1NE LME OP lNESE OAAp.°NO�DURING CONeTRI1LilOtL f'RACIKEe OF LONETRUCTpN,VEAaY DFEK>N W"-O ENOINEEA YOTN LOCAL ENGINEER nHp E4ApING OFF,LYL0. 0.4 ot01•'l l�I9L3y� cEs)e.uweF.uEc.0 osFee . I FUALL LENGTH._L FULL HEIGHT SHEATHING•.$_I S E R SHEAR ACTUAL SHEATHING-']I WALl WALL (Min.Raqulred_R) RATIO-••oo EDGE NAILING-3—O.C. I FIELD NAILING• -O.C. -SIDING L ---'-----.--- I' PLATE UPLIFT STRAP TYVEK OR EQUAL I/7°SHEATHING EXISTING EXISTING - __ HEADER UPLIFT STRAP SHINGLE STARTER - _- COARSE r 2X6P.T.SILL0FEMOv s I SILL SEALER i OPTIONAL 7-•5 ROD :.: • TOP RING 7'CLEAR ANCHOR ..:: I BOLTS- , - - - ---- '- - ° 5/8°X17° R WALL LENGTH- 10 SHEAR SHEAR FULL HEIGHT SHEATHING.��I SHEAR WALL •�° - WALL WALL ACTUAL SHEATHING-_7-0-L 10'-O• j (Min, Required-&_a) j LEFT ELEVATION SILL RATIO-Z-JJ METAL STRAP SILL DETAILS EDGE NAILING"---I--O.C. I •1 'FIELD NAILING•-ta_O.C,- J ' ---------- -- -- - — -- - �- -- _ —' DET-AILS FOR TRAPPINGS THESE TWO - CORNERS ONLY j - I I EXISTING 1 ----- --- - -- BEDROOM i ASPHALT ROOFING 7X8 RAFTERS o I6"O.G. 15•ASPHALT PAPER I!P ASPHALT SHEATHING i IS- PAPER I/7°SHEATHING --------- ASPHALT SHINGLES TYP.H7.5A TIES VENTED t ® 7X8'e C.J. o I6°O.G. 1 DRIP EDGE coR30 INSUL. IX3 STRAPPING 1/7"WALLBO RD EXISTING 5°GUTTER 1X6'E o le." .G. I/7°WALLBOARD FOYER i R15 1N5ULA rION EXISTING i 1/7"PLY.5WFAT14ING DINING i IX8 FACIA TYVEK WRAP ORE UAL 3/4"T/G PLY. / MATCH EXIST. 51 ING NAILED 4 GLUED- . ..... .'.`..... SOFFIT FVH 1-3/4°BED MLDG. I 7XIO,.o Ir.'O.G. I r NOTCH FRIEZE 19 INgUL. -:: TO RECEIVE SIDING. 4 4°CONC.SLAB / EXISTING BASEMENT ' 3'-74° 3'-8" 3'-8° F SHEAR SHEAR SHEAR SHEAR 1 WALL WALL WALL Iy'_TL5° WALL / WALL LENGTH•1L'�'�- WALL LENGTF6/6'7 D SHEAR WALL (FULL HEIGHT SHEATHING•4 I I FULL HEIGHT SHEATHING-7 r ACTUAL 9HEATNING•-T-11-5. ACTUAL SHEATNING•.}-1--R SAVE I (MIm Requved•--1,2—%) I I (MI&Requiredj- _A•) I MI EAVE DETAILS GROSS SECTION (G) REAR ELEVATION RATIO- JJ RATIO- -�D I EDGE NAILING•6 O.G. I I EDGE NAILING•6 O.C, 'FIELD NAILING•1)-O.C, .. •FIELD NAILING•JI-O.C. L.--- --------J L---------------I _U EXTENSION OF EXISTING BEDROOM, DINING DATE REVISION DRAWN BY PAGE SCALE KENDALL 4 WE NEWTON RESIDENCE 2I AND ADD NEW BATH. 08-12-09 JB 17C '�Is D B p • a OFA 1/4°•1'-0° 0 68 WATERFORD DRIVE m m GOTUIT MA" W N F CRAVE O P —LEAVER PIII3 ER RMlo ,BLE FOR CprypLIdNCE OLIM fLL 1L EX—T!UE.wD REINWRCFnpIT OF ALL CONCRETE EODr-- U fO1.41 1—--L FTItI�O BElqu FROpT4ME vEAIfY OEPM -- __..•—__• !- LOCAL BUED414 cm Alm OROWARCEE•m OEW4 a MAY NOT BE NE1D RE--OLE -61 BE DETERrR�D BT L—a W-1—AND ACCEPTABLE 1-1VERIFY DrRYCNRAL B_El 1. () Z IOR SITE COIm(TIOND OR fCR THE-E 6 TITE�E DRA(0R4E d1 ,CON6TR•x— F'RACTICE6 OG LONGTRLCTIpI yERIiY DEEI4N IBTR LOCK EN(JNEEA Y°TN LOCO E.C.IFEA AIm BWLDd4 OKICULp. OEDr awwrA-..nl mW AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE n n Exp(0011RE MASSAGHUSETTS CHECKLIST FOR COMPLIANCE(l80 GMR 5301.2.I,Ij CHECKlip" GOMPLIANGE 0 WIND,.I SCOPEWIND SPEED!3-EEG.GU97)________________________________________________________________..____.-___.110 MPH I WIND EXPOSURE CATEGORY_--____ _________________________„_____________-___--________-5 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF UNICH EXCEEDS B IN D SLOPE SHALL BE CON51DERM A STORY) STORIES(]STORIES M!I•IBER OF .,__________________________„__-____6/ri JOINT DESCRIPTION BoxNUMB NAu.ePgcING ROOF PRGN_________________________________________(FIG 7) �'� C D,D COMMON MEAN ROOF WEIGHT----------------------------------(FIG 2) ._-___-_______________._____-________ FT<33' "La B LDING WIDTH,W-----------------------------------(FIG 31.________..___..____-_.._____________L FT<Bo' ROOF FRAMING BUILDING LENGTH.L---------------------------------(FIG 3)-------------------------------------- FT C00' BLOCKING TO RAFTERS(TOE-NMED1 ]HNf 7-ba EAGU END BUILDING ASPECT RATIO(LAU)________________________(FIG 4).,-____________-__-___-__._---_______3-�., <3il }I6e EAGN END NOMINAL HEIGHT OF TALLEST OFENINGT________________ IFIG 4)._,_,__._ �C b'B' RIM BOARD TO RAFTER(END-HAILED) 2•t6d \1.3 FRAMING WALL FRAMING CONNECTIONS / TOP PLATE AT IMERBECTIONS(FACE NAB FDJ +w swo AT)DINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 7!---------------------------------------------- 07UD i0 Dilb!PAGE-NAILED) ]-IW 2-" Js'O.G 16d 2.1 FOUNDATION TYP.FIELD NAIL SPACING Wd W HEADER TO HEADER fFgCE•NAR®) O.C.ALONG EDGED FOUNDATION WALLS MEETING REQUIREMENTS OF ISO CMR 5404.1 8d COMMON•6'D.C. FLOOR FRAMING i CONCRETE................_----------------------------------------------------------_------------------ JOIST TO SILL.TOP PLATE OR GIRDER(TOE-HAILED) 4-DO +bd PER JOIST CONCRETE MASONRY_________________ ___._._________._.._____________. r/-Tn TTP.STRUCTURAL OD •. __________________________________ ; BLOCKING TO JOIST!TOE-NAILED( ]-0d }bd .�..END •'+ 9TRUCNRAL PANEL b BLOCKING TO BILL OR TOP PLATE/IOE•HAILED/ }ILd +16d EACH BLOCK • 2,2 ANCHORAGE TO FOUNDATION13 ';, •.. LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) YIId +Ibd EACH JOIDI 5/8'ANCHOR BOLTS IMBEDDED OR 5/0'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE M CONCRETE ON \ ,,-•. , "MT ON LEDGER To BEAM rtOE-NAILED) }6d 1bd PER JODT BOLT SPACING-GENERAL _________________________(TABLE 4l.____-____________________,__________.,31?_IN. ,. ..- '�: BAND JOIST TO JOIST(END-NAILED) SUw +U>d P6i.0151 BOLT SPACING FROM END/JOINT OF PLATE---------(FIG 5)----------------------------------k-12- IN.(0'-TI' ✓ i i,:.-. •, BARD JO67 TO SILL OR TOP PLATE(TOE-NAILED) 2.16d }16d PER JOIST BOLT EMBEDMENT-CONCRETE.__._________________(FIG 5),_ _,____________________ •�• •••>.________ ___Z_M.>Y�- '„• ROOF SHEATHING BOLT EMBEDMENT-MASONRY----------------------(FIG 5).___.___--_______________-___________IN. 6' 7YP,EDGE NAIL SPACING I•i'••+- --—- -—-— WOOD STRUCTURAL PANELS h PLATE WASHER _________.. lFIG Sl_______________________________- _.>3'X3'XV4'_ I (Ed COMMON•b'O.C.) '� •' •,.', RAFTERS OR TRUSSES SPACED IIP TO Ur O.L. 6d IOd 6-EDGE/6-FIELD 3.1 FLOORS / �� \ �� ••> '•i'•>•' RAFTERS OR TRUbSE6 6PACED OVER 16'O.C. ed IOd 4'EDGE 14'FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER TBO CMR 55.00J---------------------------------- ✓ RAFTER CONNECTIONS GABLE ENDWALL RAKE OR RAKE TRUED ad IOd 6'EDGE/i FIELD I MAXIMUM FLOOR OPENING DIMENSION_______________„(FIG(1)-------------------------------------- FT(12' N NON- -, WITH NO GABLE OVERHANG ---•----------•------- -�J� TTP.HIS TIES .• " P.HORIZONTAL DOUBLE GABLE ENDWALL RAKE OR RAKE 7RUBD ad IOd ti EDGE 16'FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FRCM EXTERIOR WALL(FIG b)----------------------------- Al,A. LOADBFARING •;+ NAIL EDGE(STAGGERED NAIL W/BTRUCTURAL OUTLOOKERS > MAXIMUM FLOOR JOIST BETBKKB STUD HEIGHT ' ENDWA i SUPPORTING LOADBEARING WALLS OR SHEARWALL.IFIG V._____________ ____.__—FT<d N/ UPLIFT PATTERN set _3'COMMON O.C. GABLE LL RAKE OR RAKE TRU56 bd Od 4'EDGE/4'FIELD 1WLOOKCUT BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST ,✓�� MAX.WALL �I OADBEARMG CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR 9HFiLRWALL.IFIG Bl_______________________________________FT<d _ HEG447 70' P.VI6'WOOD STRUCTURAL STUD HEIGHT FLOOR BRACING AT ENDWALLB_______________________(FIG 9).___________________-_-_______________-________- GTPbuM WALLBOARD Bd COOLERS V EDGE I b'FIELD FLOOR SHEATHING TYP-------------------------------(PER 100 CMR 55,001------------------------ VERTICAL PANEL SHEATHING FLOOR SHEATHING THICKNESS_________________________(PER 190 CMR 5'5.00)-------------------------- IN.—1y- '•i- - •.••''- I�pl HEIGHT IOC WALL SHEATHING FLOOR BREATHING FASTENING________________________(TABLE 1I-_1a NAILS AT—OJN EDGE/ I M FIELD�L "• - P.VERTICAL EDGE NAIL WOOD STRUCTURAL PANELS SPACING(ad COMMON STUDS 6PAC®UP TO 24'O.G, 6d Od V EDGE I U-FIELD 4.1 WALLS _O.C.1 1/1'AND 25,32 FIBERBOARD PANEL6 6tl 3'EDGE 16'FIELD WALL HEIGHT "'•,"'• ' Ed COOLERS - Y EDGE/b'FIELD fFYI 0 GTP6LM WALLBOARD LOADBEARING WALLS.________....................(FIG 10 AND TABLE 51----------------------- FT<b'N/�' TYP.FIELD NAIL SPACING FLOOR SHEATHING NON-LOADBEARING WALLS------_-----------------IFIG 10 AND TABLE 5).________..___._._ FT(70; > •.;'•i%••> WALL STUD SPACING_________ ____________________lFlG 10 AND TABLE S)-_______- _,L�IN<N'O,C.J� .' ed COMMON•_O.C. WOOD DIRUC1l1AAL PANELS _-__ __-_,____. ` i >- GREATER THAN r IOd 6'EDGE I R'FIELD WALL STORY OFFSETS -------------------------------lFIG!.O)-----------------------------------—F7<d '�/4 I 10d IOd •'EDGE/6 FIELD 4.2 EXTERIOR WALLS' WALL STUDS / GENERAL NAILING SCHEDULE LOADBEARING WALLS--------------------------___(TABLE SJ---------------------_�__..2X •9-FTv�IN LATERAL NON-LOADBEARNG WALL-------------------------- SJ----------------------- -S—FTLLtIN ✓✓✓— ' .> GABLE END WALL BRACING( r FULL HEIGHT ENDWALL STUDS______________________(FIG 10).________________________________-___________. •d'e� r •. ` •, WBP ATTIC FLOOR LENGTN------------------_......(FIG 11)------------------------------------_FT>W/3 N/R ''4'e d'°•.'A,•. Gyp BUM CEILING LENGTH(IF WBP HOT USED)........IFIG IU-----------------------------------—FT>O.SW �• • AND 7X4 CONTINUOUS LATERAL BRACE•b FT.O.C.(FIG IV.____-________________________________________. 4111 OR 1X3 CEILING FURRING STRIPS•I(,"SPACING MIN.WITH 7X4 BLOCKING•4 FT.SPACING IN END____.._.___. - de de BNEAR _ .E".'d•e•.°0�•• p e f JOST OR TRUSS BAYO---------------------------------------------------------------------------------- :,�••• • .• r • ° DOUBLE 70P PLATE' DOUBLE TOP PLATE O.G MAX. > '•' 74'O.C.MAX 'Db 34 1•e .'d'e .'d'e SPLICE LENGTH.______ _______________(FIG B AND TABLE b)._________..______________-_S�FT STUD BPAGMG+ 1 +•. F° STUD SPACING°•° SPLICE CONNECTION(NO,OF ibd COMMON HAILS) (TABLE W------_----------------------------------9C_ •� •• • •, •, • , LOADBEARING WALL CONNECTIONS I •'e .'d•e .'de .'de .ode•. �7'e•.'d•e•.'d•e•.°A. _ LATERAL(NO.OF Ib0 COMMON MAIL61------------ ° HON-LOADBEARNG WALL CONNECTIONS -' •' •' •. •• '• LATERAL(NO.OF Wtl COMMON HAILS)-----------.(TABLE B)--------------------------------------- • • a .° d, DOUBLE ER LOAD BEARING WALL OPENINGS!RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO U=TAB •' HEADER SPANS_________________________________RABLE 9)------------------------------ -AL-" SILL PLATE SPANS-------------------------------(TABLE 5)_.____,___________________,__.�T-X, IN.(1( RILL HEIGHT STUDS MO.OF STUD6)---------------(TABLE S)--------------------------------- 3_ MAXIMUM WALL STUD HEIGHT , STUD SPACING , „", NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR J COMPLIANCE TO TABLE HEIGHT HEADER SPANS---------------------------------(TABLE^5)-------------------_________-�FT J JN.(IY ✓_L RAFTER CONNECTION AND WALL SHEATHING 67UD BILL PLATE SPANS._____________________________(TABLE 9J.___________________________.�FT-,D-IN.(D' ✓ Rq.L HEIGHT STUDS MO.OF BNDBJ---------------(TABLE W........ 12.EXTERIOR WALL SHFATHING TO RE610T UPLIFT AND SHEAR SIMULTANEOUSLl4 MIND REOIIIREMENTS AT EACH END OF HEADER JACK STUD MINI BURRING DIMENSION.!W l / HEADER SPAN HEADER NUMBER OF UF>UFT LATERAL NOMINAL WEIGHT OF TALLEST OPEWNG2_---------------------------------------------------____.�?B• (F7.) SIZE R1SLL EDKaHT GBa �.) WNDgU D6J_PLATE $HEATWNO TYPE________________________________MOTE 4)-----------------------------------------=f+- EDGE NAIL 6PACMG_________--------------------(TABLE IO OR NOTE 4 IF LESS)-------------------_IN 2' 2-2X4 1. 7T1 132 ff'I I I III FIELD NAIL BPAGMG_______________________-____.(TABLE ID) ._________________________,__________IN. plt OQ6 J( 3 L� 3• 2-2X4 I 416 19B .......... SHEAR CONNECTION MO.OF Ibd COMMON NAILS) !TABLE 10)----------------------- d" PERCENT FI$L-WEIGHT 8WEATHING._______________.(TABLE 10)___________________________,_________IL 4' 2-2X4 2 554 264 , 5*ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'0'(DESIGN CONCEPTS)_________________________ •• 5' 2-2X4 3 653 330 MAXIMUM BUILDING DIMENSION,(L) ' •r 6• 7-2X6 3 831 396 .____ __._______._ .____________-i______________,._____-_- NOMINAL HEIGHT OF TALLEST OPENING 2.___._•__________________________________________________�C b'B• SHEATHING TYPE--------- MOTE 4)-___________________-_________-_______ Y 2-2XB 3 sl0 462 •• EDGE NAIL SPACING_____________________________(TABLE II OR NOTE 4 IF LE88).__-----------_______M. \p• f/lY l 3 6 � B• I 2-2Xt2 3 1,108 528 FIELD NAIL SPACING.____________________________(TABLE It)---------------------------------------_W- .'d•e d•a.�da .'d'• .'d-.'d•n .•de .:d•• -•d'° ••d'� 0HEAR CONNECTION MO.OF Ibd COMMON NAILS) (TABLE IU-------------------- ------------------ 9• 3-2X10 3 1241 594 • : : r.• • •; ', '.• IS PERCENT FULL-HEIGHT SHEATHING (TABLE 111 __ 7v •••• aC(• • • • S••' • 41 5*ADDITIONAL SHEATHING FOR WALL UI7H OPENING)6'11 (DE5ICGN CONCEPTS)._,______________________. WALL CLADDING / if' 4-2XI0 4 1,524 l26 �i, �:. �. ••. 3 ANCHOR BOLTS AND •• _IL o X9 RATED FOR WIND SPEEDI._-____.________________________________________________________________________ ''� �e 4•PLATEWABHER.'• TABLE 9. WALL OPENINGS - HEADERS 'd•. d• .'d•. .'de .'d• de d•e d'. d'. d.•. 5.1 ROOFS • :_ ROOF FRAMING MEMBER BPA115 CHECKED)!FOR RAFTERS USE AWC SPAN TOOL,LEE BBRS 11-a5"Fl • • - ROOF OVERHANG._________-------------------------(FIGURE 15)--------------- FT(BMALLER OF 2'OR V3 IN LOADBEARING WALLS •• .'�•• •'d. .'de-.'d'. .'d.•.'d•e•.'d'.•.'d.•'d'. .'d'. TRU00 OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES. '.'d•� 'd n''d ''d n'•0 n'•d n''d •'d '•d '•d PROPRIETARY CONNECTORS L THIS CHEKLIBT SHALL BE ME7 IN 1T8 ENTIRETY,EXCLUDING THE OPEC EXCEPTION NOTED IN 2.70 COMPLY WITH THE lIPL67._____________________„_.-_________----(TABLE U)._______________________.-__________.WOLF REOUREMENTS OF 180 CMR 530L2.LI ITEM I.IF THE CHECKLIST 15 MET IN RS EN71RETY THEN THE FOLLOWING METAL STRAPS LATERAL_____________________________________ .___._____________________._________.L•,_pLF AND HOLD DOWNS ARE NOT REQUIRED PER THE UA{M Ito MPH GUIDE: SHEAR---------------------------------------(TABLE D)-__________________________,________.S• LF A+It—STRAPS PER FIGURE 5 RIDGE STRAP CONNECT10N6,IF COLLAR TIES NOT USED PER(TABLE B1-------------------------------- B:20 GAGE 6TRAP6 PER FIGURE 11 GABLE RAKE OUTLOOKER----------------------------(FIGURE 20)--------------_11)FT(SMALLER OF 7'OR L/2 C.UPLIFT STRAPS PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D:ALL STRAPS PER FIGURE n PROPRIETARY.CONNECTORS E.CORNER STUD HOLD DOWNS PER FIGURE IBe AND FIGURE tab UPLIFT----------------------------------------(TABLE H)-----------------------------------16J-B. 2. EXCEPTION,OPENING NEGM OF UP TO D FT.SHALL BE PERMITTED LINEN 5%IS ADDED TO THE PERCENT FULL-HEIGHT SHEATHING LATERAL(NO,OF Ibd COMMON MAIL61----------(TABLE 14)-------------------------------------L REQUIREMENTS SHOWN IN TABLES 10 AND IL ROOF SHEATHING TYPE_________________________-___.(PER 11 CMR SB.OD AND 55,001._____ _____ --------- 3, 734E BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM.2'IN NOMINAL THICKNESS PRE65LIRE TREATED-l-GR•ADE STUDS AND HEADERS ROOF BHt:ATHMG THICKNESS. ----- IN.)V16.ILLBP 4 A FROM TABLL.. .•J II .Np LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL4IEGHT ROOF BHEATWNO FASTENING.________________________. (TABLE 2)-_____.___________.__.______________________. SHEATHING AND i(.-.IL cPACING REQUIREMENT*. AROUND WALL OPENINGS i KENDALL 4 WELCH NEWTON RES►DENCE v, Zol EXTENSION OF EXISTING BEDROOM, DINING DATE REVISIONM2RA PAGE SCALEa o AND ADD NEW BATH. 08-12-09 r •�oF� v4••r o• J� �C�,w�Igno 9 0 68 WATERFORD DRIVE 'F'T TTTRR 7 4 W fU F+RCNA6E OF DRAWF"LEAVED FURC 1p RESFgB®LE FOR COMPLIANCE WTH ALL ti EIACT 612E AND REMFORCEMEXI OF ALL CONCRETE FOOrWGe IL ALL FoiOrNGe ewll dTEND m)aF•ROeTl1Nt vBTR CBPM ql GOTUIT MA. 1F-- LOCAL dLDDIb CODED AIC ORORANCFA.-0 DESIGNS MAT IpT BE NFID P•�`• MWDT DE DEIEWIYX®BY LOGL OO<GdOITOND A/m AG�PTA6LE w VHt6Y eTp{IGTYRAL ELAF1Te N2R*ESN N.Nb> 'd�Y w __�_� .. ' (T z I01¢p1IE f.O1mTON6 OR FOR T14 WE OF TNEOE pRAW>166 WppG CONDiR11CTION FYLCMFb OV fANDTFtlIGT10K YFAIFY[�tl(•N WIN LOfJ1 ETIGDIEER. W)N LOC-IL plpD�FA AIO Bt0.pN6 OFFKyLD. Rom,-���T , ��, /CLLU 4B4--pd I R 10 -0. tom' n'o' Ya' Sb' T.O. rA J%V ASPNALT ROOFING V`� �] ® RP{004 t l I i l l l l l l l l l l'YgdlA- ExIBTING . OY EXISTING 76x:a OPEN BELOWSTAIiT!>S I' 1 1 1 1 0 MS FIRE GODS DRYWALLI 19 WAILS I CELSIG. _I * .• HALL GONG.SLASTHICK EXISTING _ +a+• 1 d g, 13 a NEB! EXISTING GARAGE BAY V� - - �eaer.F - rEX61TMG BEAM ABOVE 0C A 9LY lvl'.FLIB/1 �AJ EA }�1 _ IpIFLOOR ABOVE TYP.6dM6 HALLWAY Y L �� wn sn Sxl GNR.BRD& 1 � � ------------T ------ 1- I------_ I I O 1 A t . EXISTING 1 1 I 1 A 1 RIGHT ELEVATION PORCH i i m; ttn I 1 NEW DOORS 1 1 NEW 9XY DOORS NM 1 5 • STEP I AND NLWI IODATION 1 I AND NEOI IODATION 1 I 1 1 1 yd6miiiVd 6'e• Y.O. Yo' 7a'.O' µ•Q' EXISTING NEW FIRST FLOOR PLAN EXISTING �y ASPHALT ROOFING I .J 59 rr 17 Q6 EXISTING ® ® 2•a' I6'C• Ifl I7'O• • .. .® I I 78XT1 1 ----------------- 1 1 STORAGE TTP.MD/M6 W/C 6NMGLEB �� I - 1 GMR BRDS. �,JI /!1 1 1 J 1 !�• I I LEFT ELEVATION 1 --a®G-L 1 KIrEEuau OC. 1 y �. 1 � 5— EXISTING, `,------------ - - -EXISTING -----1 uo _ ry5 v ' µ� OFFICE AREA $0 NEW 1� >9 i i 15PACE1 i ----- ------------ D ROOF � '� 1` I I �D 1 & I I of, I I EXIST,EXT.WALLS ; �y�2y i�3G 5 I �-7xe cl . I a ram• 6 Ig'OL. I � TTP.M6/CROSN MIDG. ---------------- 1 STORAGE xax7m 9 .p EXIST.INT.WALLS RAKE BRv& I 1 I 4 1 ' WG SHDIfdEB 1 I 1 w NF I XT I A 4 1-IDI/' 2OX1201=tal7DX7O I . NEW INT.WALLS W.01 ?O' 9'A' 6'E' S'A' u•c• u'o' 1----------_' EXISTING NEW REMOVE EXIST.WALLS TYP,o1s.Mg . GI�.BRDB. SECOND FLOOR PLAN R AR-ELVADON DATE REVISION DRAWN BY PAGE SCALE /� �BS� BUILDER KENDALL 4 WELCH JOB ADDRE S- SIG S 68 WATERFORD DRIVE DEN EXTENSION OF EXISTING GARAGE PLUS OFFICE ABOVE 08-03-2005 a �g of 2 1/4". 1'-0' ✓ COTUIT MA. NOTE: I PURCRASE OF DRAWMf S LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WRN ALL 7 EXACT BM AND REMFORGETIENT OF ALL fANGREIE FOOTINGS S ALL FOOTINGS,,HALL ExTE1D BELOW iROBiLME VERIFY T DEP . LOCAL BULOW.CODES AND ORDINANCE&J B DF61GH0 MAT NOT BE HELD RE6PON50LP MIST BE DETERMINED BY LOCAL BOL CONDITIONS AND ACCEPTABLE 4 VERIFY STRUCTURAL EIEMENfO FOR pE61GN 16� (gOB13TSOS90 FOR SINE CONDITIONS OR FOR THE USE OF THESE ORALLING9 OURMG GOHSTRUCTI07L - F'RAC7ICEB OF CONSTRUCTION,VERIFY DESIGN MMM LOCAL ENGINEER. LU117 LOCAL ENGINEER AND B WOING OFFILIAIB. WEST BARNSTABLE MA.0�66 i DHDLY IV oL. ' -- - -- ------ -- - -------------------- TTP.RQT TYP.Rm _ _Jr._--- , . --------------------------------- -- ---- I 1 1 1 I I NEW e ■ ,, 11 H NEW I ■ . �' 1 1 1 1 9 X r 1 EXISTING: I 1 1 1 ■ a , T 1 1 ■ e ` II I 1 aca RIDGE a e 11 N 1 EXISTING I GARAGE ear EXISTING NEW k° •! o e a ,h 11� I i nn rc e x a p q x ev■ x ° a '4 III I 1 V ! �2SO'.0 or— 9 ir \� h ��1 1 z `tL O 1 11 I I I ♦` •� O R50 0MUL. ♦ ♦n d d h h N I I h 111 I 1 0 0 KP RAFTERS LY 7MMGOf- Iff WALLBOARD ```�i 0 h q n 1 1 I 1 1 X I o I Be ASPHALT PAPER . y d o y u, ——————————1 LLl 1 $ >S I AeP/Lau SHINGLES EXISTING `��( y 4 n h 1 I , -------------------- B x • �: e _ n I �. F�-—————————————F---------------F='�, I FIRST FLOOR FRAMING PLAN ROOF FRAMING-PLAN — HURRICANE wPe IRW MUL.P� A I 5/8•Fa.WALLBOARD 11 ? d� 1 EXISTING I VY auLLBOARO GARAGE ARAE ASPHALT SHINGLES ac{•.6 w or_ - - i I50 ASPHALT PAPER RD SIMULATION VY PLY.SHPITHMG rx POURED cow.BUB 1/7 PLY.SHEATHING TYVEK 5IDM WRAP OR 9 JUL NEW FO=ATION WALL6ry, �i 1 R98 DIBUL I 5/a•PLY. I VENTED DRIP EDGE IXISi.Yx PNeY FOUNDATION WALLS 5•ALUM.GUTTER a• � / x T1Y coNc.FrG. •• COMPACTED ORAM■AR 0 Dcb FACIA CROSS SECTION[A) FOOTING EDO�`DETAIL 8"CONCRETE WALL IK SOFFIT BED HLD. B DC FREUE ----_ H•o•— ---H'0------ �D EAVEDETAILS A _-- _----_ -----_ ---_--- q EAVE 1 _____________ 1 I 1 I •• EVICT RIDGE VENT 1 1 I Iw I I a RIDGEOMO n<tD RIDGE ace RAFTERS O 16'Oa. I 1 I ID p I I IY.ON]EATHING .RIMac1O RAFTERS 0 IM'Oa. AS VY PLY.SHEATHING Be ASPHALT PAPER g _____________ APER 1 1 I I c2 I•. 1 11 r��+c r 0 0 0 h d=d 1 �H SPHALTINPGLE& ING ASPHALT SH I I I I I I ••I i tl r ! e 0 0 q 1 . 1 TYP.HA •- RW DID STRAPPING 1 I I , I 1 1 1 1 tlElf1. 1 1 I 1 1 1 BAY I•. I nme'-. 0 d $ ■ S S 11 ! 1 1 1 J 0 d TTP.HANGERS n d ! ! e e h + 1 VY WALLBOARD GARAGE } FYISTf JG i I i .. ° o u n d i u a d d d 1 d 1 �'•a IS*oar HIM 9 u ■ d ! EXISTING0 1 I OFFICE AREA IIY WALLBO I 1 1 1 11 fJ a / ■ T 1 1 GARAGE 1 1 1 ' 1 d u ■ 1 e u au'.B LA lb'OC ° a a l e n ■ d r o e o J d I I2D LPLY.°�e/ I 1 1 I 1•. I U / n e 1 ■ a S d r ■ ■ a 1 r 1 • n n ■ 1 ■ S i # 1 IT I I 51{•T/G RR PLY. TYVIX IIRM EQUAL HALED/GLUED. SbIlG r ----------------- , 0 i ° ° e ! r ■ 0 0 1 1 ! 1 4vY LVl BTe v+ TYP.HANWR6 ace.B Oar ace. O _ 1 _______________ + a e n i n ! 1 S a e ! 1 ! I B P 8 9gE BE E SO StalL. IG - 1 I 1 I 1 '• I 1 �{ = d - I 1 I I O I 1 ' 1 6 yr-8 o'Yi'c E• S•tt4 B B T E H [a;� - - = 8 E ® 'Fa.WALLBOARD QD 9•�LVL• 1 I 1 I � 1•. I r r r r ! u ° a e e r ! ! 1 ! r ! I I m I 1 „1 0 ! r l JI r a ■ I e e l ! r d r 1 d l u l d ! r l a ■ L e e ! 1 ! 1 ! 1 1 a(s'.a tM•oa. � RB DROP tr i ° 1 ! 1 r ! a ■ a e ■ r 1 r d r r r I wa ATION GARAGE BAY t i CREAre NIWI OPDIDIGS i __---' I n r r ! r r r r 1 I TY PLY.RAPONE 204 W. ------- ---- a r r 1 r ! 1 r r r ! ! I --bo'.B Is'Oar. TYVBC WRAP oR EQUAL ---------- ----------- --------- _ r r r r EXISTING r 1 r ! ! ! r - _ 1 sIDITG ------ Tr---- ■ ! r r d l ! r l r ! ! r l �•+ 'r.' -- a a a e PTHCK --——————— CONC.SLAB Is'e• ID•e• M'6• Yo• Yo• ■ r 1 r 1 r a e a I ° ! 1 r 1 1 ! 1 1 24'-0• N'C• n r ? r d n a n IT e + + r + + 1 SYt LVL IIDR. TYP.HANGERS 0 E"TIXG �, �� �1° e d 1 d d o 0 o n ■ j—j_j_1 j ! ' o B4 Ems- _ - Lewd' I—dodki d .>ac°- - °_ ■ - EOUNDATION PLAN 41 SECOND FLOOR FRAMING PLAN DROSS SECTION(5) DATE REVISION DRAWN BY PAGE SCALE ✓�DES/ �� B II OFF, KENDALL 1 WELCH JOB ADDREsO: 68 WATERFORD DRIVE DESIGN EXTENSION OF EXISTING GARAGE PLUS OFFICE ABOVE OS-03 2005V4". I•-0° COTUIT MA. 1 PURCHASE OF DRAWLS LEAVE PIRCNAMER REMPONSfBIP FOR COMPLWICE SSTII ALL f D[ACT SIB AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 5 ALL FOOTINGS°HALL Dc1END BE FROOTIINE VH2FY DEPTH. SOS)9T50'BO NOTE' LOCAL MILDING CODES AMD oTxDINANCEe,J B DE612"MAY NOT BE HELD RESPONSIBLE MUST BE DETERIID®BY LOCAL SOL CONDMIONS AND ACCEPTABLE ♦VERIFY STRUCTURAL ELEMENTS FOR DES GN/STD WEST BARNSTABLE MA OxMSe FOR MITE CWmM ON5 OR FOR TIE WE OF THESE DRAWNGS DURM CONSTRWTIO/L PRACTICES OF CONSTRUCTIOR VERIFY DESIGN WITH LOCAL ENGn1EHi, WTN LOCAL DNGIEFft AND BIJQDING OffIC1AL0. i - fII '.t eX18TING w� nTeeoRoon I EXISTING 1 ' I ' I EXISTING 1 BEDROOM {' I ' , 1 I ' 1 ' 1 MUM EXFOTER I i 1 � 1 i I 1 I EXISTING , FiFDROOH E2SISIIC{Ci , 2 ' 2 LIVING FAMILY ' v 1 1 EXISTING EXISTING ' BAtH HALLWAY � 1 FXISTING t ®® KITCHEN ' I ❑ i 1 1 t I Cv1nn�ll- i 1 EXISTING t t BEDROOM ROOF , I t FIRST FLOOR I AY—QUI ' F"13T` - - - t 1 ' ---------- ------------------------- 1 I , ' I I 1 1 EXISTING 5EG2ND FLOOR LAYOUT DATE REVISION DRAWN Bz P�i: pes( .... .. .gns IDES ADDRESS AT FO DRIVE DESIGN EXTENSION OF EXISTING GARAGE PLUS OFFICE ABOVE 0"3-2005 # JB e 3_ U4°. 1•1�'t @UILDER KENDALL WELGI I 68 W ER RD GOTUIT MA. BWBI ATSOBTo NOTE: 1 pIR2CNA8E OF DRAAANGB LEAV EB FYA2CHABER REBPONBIBLE FOR ConFtJaNCe mBM ALL T ENACT 811E Atlas RETNFORCETIQR OF ALL CONCRETE FOOTtNGO A ALL FOOTBGB SHALL e(TE1013-1A 1pp VERts•Y oET'iH. IUESi BAR1tlTABLE to OTAee LOUL BILLDI/G GOOEB AND ORDOUNCEB.J B DESIGNS MAY M BE IaaD REBPONB®lE MIST BE pETBQT8IJID B7 LOr••BOi COTIDRIONB AND ACCEPTABLE 4 VM BTRUGTIBTAL 6Et1E1Ti9 FOR DEBWTE FOR SITE COt♦aR10NS OR FOR iNE lBE OF TNEBE EMNS M ORR07 CONSTRUCTION. pRACTECEO OF CON8IRUCTION.VFRFT"DE81GN MATH LOCAL ENGBEER. BATH IOCAL ENGR�R AND GIRDING ORiCLtl9. :F—LUMEXISTING EXISTING a. 12 e NELU til0 ,T���tC S SPHALT ROOFING - _ _ _ , K N G•• b E FTI r4, AS-TT II-FFv parr � /G SHINGLES REAR ELEVATION . 1 . � 1 rl I L NIL.. 12 4 PLUS OR MINUS ® ' NEW _ r i ELU ASPHALT ROOFING sx EXISTING 0 r� II FINISHED GRADE EL. 50't C� � ^ B" B" ITIITITT/T/ PRECAST DISTRIBUTION BOX NOTES: '�, RMER 20 FINISHED GRADE EL. 50'# INSTALL ON ASTABLE COMPACTED BASE Ld j W Dia. Dia. MINIMUM WALL THICKNESS = 2" f - Q (' = J b nIA Vw RISER 6, MINIMUM INSIDE DIM. = 12" ' � 0_ U U TO rmauN MINIMUM SUMP = 6" Cl) INV Az � ' Dffzz OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT f V Q 46.6' r / 46.36' IA'V EL INV EL 2" MINIMUM BELOW INLET INVERT. /.( t 0 O : Q Liquid Leal 48" AM G Q B" Stone THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL Uj / r O ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE F-L_P IV L_E G E N CD ! __j Lj J N DISTRIBUTION BOX DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE � REQUIRED CAPACITY - 440 GALLONS AT 200% INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. I ; O Q � RELOCATE EXISTING 1500 GALLON TANK INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH EXISTING LEACH PIT 3:1 - Z (n I-- DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY I Q ZO (n FASTENED TO THE LINE OR RECONSTRUCTING THE LINES x Tees shall be constructed of Schedule 40 PVC and shall extend a UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. 49.3' EXISTING SPOT ELEVATION US O CD O minimum of B" above the flow line of the se tic tank and be on `' ~ the centerline of the septic tank located directly under the W T F R p O Q Q LLJ clean-out manhole. �' yYo EXISTING HYDRANT r r The inlet pipe elevation shall be no less than 2" nor more than 3" \�� O' i above the invert elevation of the outlet pipe. `\\\�`.Oj' Q Septic tank shall have a minimum cover of 9". ��s`Q 0 Two 20' manholes with readily removable impermeable covers of durable material shall be provided with access ports OI• The outlet tee shall be equipped with gas baffle. O Install on a level, stable compacted base onto which \`\ \\\`� '4 six inches of crushed stone has been placed. � �O L_ OCIJ !E� MAP GENERAL NOTES: 1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE �� ASSESSORS MAP 56 PARCEL 002/X30 DISPOSAL OF SEWAGE. 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" OF FINISHED GRADE. REFERENCE CERTIFICATE: 189016 as c, 3. SEPTIC TANK AND DIST. BOX SHALL HAVE NOT MORE THAN 36" OF COVER. 4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION �cS�,� OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR ���� `�� REFERENCE L.C. PLAN: 23747-B ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. `. `� ✓L 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) LOT 21 �� �����' ZONING DISTRICT: RF 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE `. MORTARED IN PLACE. �`� �`� 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. 44,184� sq.ft. ��� ���� o S. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE ``� ``\ BUILDING SETBACKS: En AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. ��� ��� FRONT - 30' w w SIDE & REAR - 15' ° OVERLAY DISTRICTS: H AP, RPOD & MA ESTUARY Z.O.C. o PROPOSED LOT COVER BY STRUCTURES = 7.5% o ADD PATIO AREA aJ Z PROPOSED 1500 GALLON SEPTIC TANK LOCATION REMOVE EXISTING DECK LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE o° BM: TOP OF FOUNDATION ELEVATION 50.5' DATUM: ASSIGNED EXISTING 1500 GALLON SEPTIC TANK LOCATION 35 8- I x �r x PAVEp; :4: PROPOSED DIST. BOX DRIVEN. .'• ((��� 48.,7'LP h 49.7' PROPOSED ADDITION x � 10. x (CRAWL SPACE ONLY) IS \ ^ I w 49.3' 49.61/-' x 28.5' 2g•0. ' f ti i onFG G GRAPHIC SCALE ,�Lj x 5p•5' VV / ( ( 30 0 15 30 60 120 f ( ( IN FEET ) 1 inch = 30 ft. ----- i - -- : _ V U CB Ld J CB i 1 �4�� 0� FND a O L-36.92' FND 113.08' o o V R=550.00' ; ! S8004633"W 1 - - - zW EDGE F PA VE Q Q w � 1-------------a---- _ --- ---- -f�f - --- •�Catch �,X..A�� r Ca tch Basin of���s �� Q or a Basin WATE`RFORD 50' WIDE DRI V�' :�^�vaPEG�rr9Fp9c�G r Ld of Q N i o STEPHEN -j La > L) J. U ► Z O DO'rLE ► Q = #37559 ► U D -- � CB JFr. r NO0o FND CB ��qP s u R W � Ln FND ' _ zz J W f— - RA.TB o � o tip I. awTuN � �` C� Z.Mu�tUPeu WaTER �- evalu•P�t,E . 1 /4 /Ft uaLc-ss o-r4F_e4,4tSE t4OTSP. '�f 1 4, 9�1 rkI La&CO J�(y 4.LL+?eCCAST U AVTS � -4¢ 4 �. couSTRUG'f to�1 DETa LS 70 ?6 t�l AG�Oeoc�.►� w�Tu .,� � Maw Et�1VIROtJNIEt�Te�,, (,,ppE �CITI,E�• .Ttats� e os�c woerc.oa�y a,�p Q,4cxI LP 1,107 f 9 i 1 { i oc ?e-a TO116 -� Fou�vaTi09 r t I_ ' i s � .,5✓f c>,J*y.., C t kT l-,T^l�?7t. G Fb L I' - �," ��l u }z�l iL 1 4;� Lt ago k-1L1C pLAt`1 TOTdL - `:6r down Gape- Cn?fnCi✓r'fn l ., �J< a.:° � f vc ►.�a�-Sri CIVIL I (.b IC)sU'RVEYOeS ;1t_.1ti_ r: ,ar M�� Z?TE l e ~(eeMOUT 9 A M eS+S A(�+J� t v�1a►t1►. , R.t..�►. I P.E. VATS" �tPPT'r_Oy E� �A.'rE e \ LOT 21 44,184f sq.ft. ASSESSORS MAP 56 PARCEL 02 \ ZONING DISTRICT RF BUILDING SETBACKS: FRONT - 30' J ropo ed SIDE & REAR - 15' dd t on LOCUS IS NOT IN A FLOOD HAZARD ZONE 61' REFERENCED PLAN• 2374 7B - 2 Bp 9' /'��?3' 74' ZONING 0 VERLA Y DISTRICTS- AP & RPOC R4' Propose septic system Drive d per As-Built Card 74.5' LP .. ; n1 CID O o EXISTING DWELLING GRAPHIC SCALE #68 1 j 30 0 15 30 60 120 _ 1 � i IN FEET ) 1 inch = 30 ft. ---J G► ------- %/ `i 0 CB CB i i A�� 0 FND L=36.92' FND ( 113.08' R=550.00' S80 46'33"W PI o f PI a n O f Lan d Prepared For.- ------ ----------- EDGE f1 ------�i----�F-------------='-----------���--PAVE Catch Catch Basin THE BENOIT RESIDENCE Basin In D �r WA TERF'ORD 50' WIDE DRIVE VL'� Mars tons Mills, Massa ch use t is CB Scale: I" = 30' Date: August 12, 2004 FND CB Prepared By.- FND Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 508154 0-2534 M ,#.AAAA ►► ,.4oFMgs �� Rc vi � i ® ra B� ® cam ��o��QE�'�SrEgFogO��i o STEPHEN i J. u, ; DOYLE 3 #37559 ^ J'J� •V'ryv NO. DATE DESCRIPTION BY