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0064 COTUIT BAY DRIVE
� y �,��, � oF�� Town of Barnstable *Permit# y� Expires 6 months from issue date Regulatory Services Fee • BABNS[ABm 16 9. Richard V.Scab,Director Building Division® A ff Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 AUG Q 12016 www.town.bamstable.ma.us Office: 508-8624038 TOWN I C B R N Hi3c: 508 790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 1� /„q O� Not Valid without Red X-Press Imprint Map/parcel Number 1.05� Property Address�j y (f yk¢ i9r, 695 ,f E04(esidential Value of Work$ Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address 7O m l 1 Cam'/yn e"M / Contractor's Name E!/ Lt2 Telephone Number 7711— 2`— 205/ Home Improvement Contractor License#(if applicable) l �� D Email: 90 S h KQ_yrl hA9 Construction Supervisor's License#(if applicable) l 6-0 ❑Workman's Compensation Insurance C�h.,eck ne: Liam a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company.Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Reque check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. •Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Inte t es\ContenLOutlook\2PIOIDHR\EXPRESS.doc Revised 040215 I ®� Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSSL-106081 Construction Supervisor Specialty EVGENY SUSHKO ! 41 PINEWOOD ROAD n-TIN WEST YARMOUTH MA 02673 z Expiration: Commissioner 05/08/2020 1 I - I 6�L q Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 . Boston,Massachusetts 02116 Home Improvement Contractor Registration Registration: 185388 Type:. DBA Expiration: 6/7/2018 Trd 289241 SUS HOME IMPROVEMENT EUGENY S. SASHKO- 41 PINEWOOD RD. WEST YARMOUTH, MA 02673 Update Address and return card.Mark reason for change. scA i 0 2nM-os11 Address Ej Renewal Employment Lost Card -- - . Office of Consumer Affairs&Business Regulation License or registration valid for individual use only - �HOME IMPROVEMENT-CONTRACTOR before the expiration date. If found return to: :;Registration- 185388 Type: Office of Consumer Affairs and Business Regulation Expiration:: W 2018 DBA 10 Park Plaza-Suite 5170 3 Boston,MA 02116 SUS HOME IMPROVEMENT EUGENY S. SASHKO 41 PINEWOODRD. A� WEST YARMOUTH,MA 02673 Undersecretary Not valid w' rgnature f The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street;Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Organization/Individual): Evgeny Sushko Address: 41 Pinewood Rd City/State/Zip:W. Yarmouth, MA 02673 Phone#: 1-(774) 521-2054 Are you an employer?Check the appropriate box: Type of project(required): l f❑[am a employer with employees(full and/or part-time).* 7. ❑New construction 2.�am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3Q 1 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 E]Building addition 4.❑lam a homeowner and will be hiring contractors to conduct all work on my property. [Will ensure that all contractors either have workers'compensation insurance or are sole I I.❑Electrical repairs or additions proprietors with no employees. 12.Q�7oof repairs bing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. airs These sub-contractors have employees and have workers'comp.insurance.t p 6.E]We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. i I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#: 7 7 5/ Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SUS HOME .IMPROVEMENT 41 PINEWOOD RD. W. YARMOUTH, MA 02673 PHONE 1-(774) 521-2054 CERTAINTEED LANDMARK LIFETIME-ALGAE RESISTANT ARCHITECTURAL STYLE RE-ROOFING PROPOSAL July 29, 2016 TOM MARM EN 64 COTUIT BAY DR COTUIT, MA TEL: 508=344-4175 SUS HOME IMPROVEMENT herby proposes to perform.the following services in a neat and professional manner and in accordance with the manufacturer's specifications and local building codes. Remove and haul Away All of the Old Asphalt Roofing Shingles (one layer) from the Barn. Supply and Install CERTAINTEED LANDMARK AR: COLOR: WEATHERED WOOD. Supply and Install 8" WHITE ALUMINUM DRIP EDGE on All of the Eaves. Supply and Install #15 BLACK SATURATED FELT ROOFING PAPER. Supply and Install CERTAINTEED WINTER-GUARD (Ice & Water) WATERPROOF UNDERLAYMENT SYSTEM Supply and Install AIR VENT SHINGLE VENT II RIDGE VENT Supply and Install 8" WHITE ALUMINUM DRIP EDGE Clean and Remove Debris from work area after job is completed. TOTAL INVESTMENT -----------------------------$ 7,450.00 PAYMENT SCHEDULE: A Deposit of One Half is due at the Signing of this Roof Proposal and the Final payment for the Balance is Due Immediately Upon Completion. WORK SCHEDULE: All Roof Work is Normally Scheduled for Completion Within 45 Days of. Acceptance and Receipt of Deposit Providing the Materials are Available. SUS HOME IMPROVEMENT Warranties the Shingles and Labor for 10 Years. I CERTAINTEED Warranties the shingles and-labor 100% for the first 10 years and the shingles your LIFETIME if the shingles becomes defective. CERTAINTEED Warrants the shingles up to CATEGORY III HURRICANR-130 MPH WIND WARRANT. CERTAINTEED Warrants the Shingles to be Algae resistant for a Full 10 Years. SUS HOME IMPROVEMENT Carries Workman's Compensation and Public Liability Insurance on the above work. DATE OF ACCEPTANCE: ACCEPTED BY: TOM MARMEN EVGENY SUSHKO HOMEOWNER SUS HOME IMPROVEMENT I i i i TOWN;OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# �2�0 0 Health Division Date Issued 0 ,. Conservation Division Application Fee Tax Collector Permit Fee Treasurer C Planning Dept. Date Definitive Plan Approved by Planning Board i Historic-OKH Preservation/Hyannis Project Street Add ss �[+ 'E" Village ( 1 Owner I V or Address 1� Telephone 62 '- 1 Per quest C Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project`Valuatio`n r 1B,0 O O Construction Type Lot Size Grandfathered: O Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: O Yes No On Old King's Highway: ❑Yes ®"No .: Basement Type: ❑Full ❑Crawl O Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel ❑Gal ❑Oil ❑Electric ❑Other ..- Central Air Cl Yes` ❑ No Fireplaces: Existing New Existing wood/coal stove: O Yes ❑No Detach ed;.garageO existinlgg❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached-garage!�!'existing:..O new size Shed:❑existing ❑new size Other: Zoning Board of"Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes 0 No_ ,-If yes,site plan review# Current Use Proposed Use v BUILDER INFORMATION (� Name , ) OC • Telephone Number Address License# (_) 7(Q f C� F) 116 MHome Improvement Contractor# t Worker's Compensation# R(1 r )fi®2 e) ) ALL LNSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE MIX- t FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. — :-' ""ADDRESS VILLAGE a OWNER t , t DATE OF INSPECTION: FOUNDATION FRAME INSULATION . FIREPLACE ELECTRICAL: ROUGH FINAL ti PLUMBING: ROUGH FINAL GAS: ROUGH FINAL < FINAL BUILDING DATE CLOSED OUT n ASSOCIATION PLAN NO. Sent By: THE UPS STORE #1822; 12394957305; 17 Feb 06 10:29; Job 53; Page 1/1 To Building Department Town of garnstdble llyannis,MA From Mr, Torn Ni arman 64 Cmdt Bay give Corrait, MA ks: Agent A.tt;thonzatiort Project E�ddre Cotrlit Ba gave; Cotuit To Whom It May Concern' Please be advised that Creerrse Davis, Builder) is authorized to act as apnt on my behalf, with regard to the project render revievi in this bt.lildirtg dc,partMeilt. / CIO Dates: 1 ? i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information h Please Print Legibly Name (Business/Organization/Individual): 01,00 �o_v i Inc . Address: Q M1,1,0 vtoudl (L+- � City/State/Zip:,S .Ktfl(JS I ' l a 6 &bo Phone#: Are ,pu an employer? Check the appropriate box: Type of project(required): 1. I am a employer with - 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet t ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑�Vuild olition working for me in any capacity. workers' comp. insurance. 9, ing addition [No workers'comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL I LFI Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] •Any applicant that checks box#11 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: lJ /I,, ll/J Policy#or Self-ins.Lie. #: l (� c15 j�J2.151 Expiration Date: Job Site Address: City/State/Zip: ��. Mn Attach a copy of the workers' compensation olicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si ature: _ Dater 62.� )Q4-6 Phone#: i Official use only. Do not write in this area,to be completed by city.or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#• Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." L MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers, compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit icating ent policy information(if necessary)and under"Job Site Address"the applicant should write"all locki in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. - The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial.Accidents Office of Investigations 600 Washington Street Boston,-..MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia OFj„E lo,,, Town of Barnstable Regulatory Services • BAMSTasr.s, Thomas F.Geiler,Director Mnsa v� i639. g Buildin Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME L,4TROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modemization,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 the requirements. r) 1.*J&_� Type of Work: Z timated Cost Address of Work- 4. n Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded bylaw ❑Job Under$1,000 RBuilding 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: U �s ICE? Date Contra for Name Registration No. OR Date Owner's Name Qlomis:homeaffidav .et' xrrea.r Board of Building Regulations and Standards ry/ HOME IMU ROVEMENT CONTRACTOR Registr$11 n: 107333 Ezpiraf'iora :7/31/2006 Type:,.Pdvate Corporation T. GEORGE DAVIS BUILDERS,.ING.. George Davis i 9 NEW VENTURED-UNIT 71` So..Dennis,MA 02660 Administrator ••~.`�� U//tQ l!0�1)L4I20�19,L!✓�L �'✓("'""— �.OG'Gv+ BOARD OF BUILDING REGULATIONS j Liserise: CONSTRUCTION SUPERVISOR j Nunibe G.S., 056130 8332 0 E03F0�07 Tr.no: Restrtcted ti00_' �h s GEOFtGE FF, DAVISr 9`.NE17V VENTURE d . S'.DEIVNIS, MA .02660' '. ooinrnissioner r BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM(E) 2.0 3100 SP Roof Beam\RB01 BC CALCO 9.3 Design Report- US 1 span No cantilevers 0/12 slope Friday, June 02, 2006 13:08 Build 047 File Name: G Davis_MarmenScreen.BCC Job Name: Marmen Screened Porch Description: Shed Roof Beam Address: Cotuit Bay Drive Specifier: City, State, Zip:Cotuit, MA Designer: Joe Madera Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 I I ! I I I I I I 1 1 1 1 1 1 1 1 2 1 1 1 1 - - - - - - - - - - - - - - - - I I ! I I I I I I I I I l l l l l l l l i l l l l l l l l l l l l l l l l l l l l P 11-aa-oo BO,3-1/2" B1,3-1/2" LL 234 Ibs LL 234 Ibs DL 1261 Ibs DL 1261 Ibs SL 1485 Ibs SL 1485 Ibs Total Horizontal Product Length=11-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 11-00-00 15 30 09-00-00 2 Unf. Area (psf) Left 00-00-00 11=00-00 5 10 08-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7527 ft-Ibs 46.9% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 2393 Ibs 32.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U420 (0.301") 42.8% 2 1 output as evidence of suitability for Live Load Defl. L/729 (0.174") 32.9% 2 1 particular application.Output here based Max Defl. 0.301" 30.1% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 13.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2980 Ibs 33.6% 32.4% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 2980 Ibs 33.6% 32.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMERS,AJST°" Cautions ALLJOISTO,BC RIM BOARD-,BCIO, Column at Bearing BO analyzed for bearing only, column analysis has not been performed BOISE GLULAMTm,SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only, column analysis has not been performed SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMS, VERSA-STRANDS,VERSA-STUD@ are , Notes trademarks of Boise Wood Products, Design meets Code minimum (L/180)Total load deflection criteria. L.L.C. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. Connection Diagram b�— d— a c a minimum =2" c=5-1/2" b minimum =3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails i Page 1 of 1 r Date: 6/6/2006 Time: 9:20 AM To: R 9,1,508-394.5460 P&G Ins. Agcy. Page: 002 Client#:7801 A B _ GEORDAV _ ACORD. CERTIFICATE OF LIABILITY i fi�fSURANCE ( 6DATE iBio'6 DDrm PRODUCER THIS CERTIFICATE IS ISSUED AS A MAITER OF INFORMATION i Rogers$Gray Ins.Agency,Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICiES BELOW. — P.O.Box 1601 —1 : South Dennis, MA 02660-1601 INSURERS AFFORDING COVERAGE NA1C# INSURED INSURER A: Peerless Insurance George DxOs Builders,Inc. iNSUP.ER B: Gibe George Davis Builders INSURER C: _ 9 New Venture Drive,Unit 97 INSURER D: - 50. Dennis,MA 02680 -- INSURER t: COVERAGES _ THE POLICIES OF iNSURANCE L.STED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR.THE POLICY PERIOD INDICATED.NOT'AFITHSTANDINC-. ANY REQUIRED:^ENT•TEAM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE..ISSUEC OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF Si JCH POLICIES.AGGREGATE LIMITS SHOWN P•1AY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD TYPE OF INSURANCE I POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRAT10H LT'R S I DATE(9MMiDD!YYl DATE MM?DD/YY LIMTS .__.— A i GENERAL LIABILITY 1CPP9844948 D4/19/0E 04/19/07 EACH OCCURRENCE S1 000,00L' j COMMERCIAL GENERAL L;AB!LiTY DAMAGE c YERENTED PRFMIWCLAMS MADE EYJ OCCUR.j MED EXP(Any m s person) 35000 — f PERSONAL&ADV INJURY $1,000.000_ Lj _i GENERAL AGGREGATE — s2,000.000 I GEN'L AGGREGATE L!,VIT AF-PLIE5 PER I I F'E?CDUClB-CCMF/CP AGG E2 000(a00 I� FRO• -�--i--- PGI.IC I ,F-CT DLOC ;AUTONIUSILE LIAeWTY I coMB1HED 911GLE LIMIT' —a ---- AM.AUTO I (Ea accident) ALL OWNED AUTOS i BODILY IWURY F SCHEDULED AUTOS ! (Per person) HIRED AUTOS i I I I BODILY IPL)UR'r £ NON•O:NNED AlIT05 I (PeraLr!denl) — _— —I PROPERTY DAMAGE IS I I (Per zcndent) GARAGE UA.BRJ.Y I I AUTO ONLY-EA ACCIDENT S i ANY AUTO EA ACC 5 i OTHER THAN AUTO ONLY AGO £ i EXCGSS;UMBRELL4LIABIUTY i I EACH OCCURRENCE R I OCCUR ❑CLAIMS MADE I I i AGGREGATE —— DEDU�!BLE I S I RETENTION S -- ------ Y-------- - 1^!C STATU 1MORfCER5 COMPENSATION AND EMPLOYERS'UABIUTY E.LEACH.AC-CIDE14 $ ANY PROFRIETOWPARTNLit�XE CUT YJE ' OFFICERIMEMBER EXCLUDED? ( EL DISEASE EA EMPLOYEE 3 Ixss.descAbs under I SPECIAL PROVISIONS tdam I E.L.DISEASE-POLICY LIMIT € OTHER I DESCRIPTION OF OPERATIOkS/LOCATIONS;VEHICLES!EXCLUSIONS ADDED BY ENDORSEMENT:SPECIAL PROVISIONS Workers Compensation certificate will be sent directly from carrier. CERTIFICATE HOLDER CANCELLATION a_ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EY.PIRATIOlt Town of Barnstable,Bldg Dept DATE THEREOF,THE ISSUING INSURER VWLL ENDEAVOR TO MUL __In— DAYSIAIRYTTEN 200 Main Street NOTICE TITHE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE..TO 00 SU SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY MIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTA"T IVE ACORD 25(2001108)1 of 2 #S221606jM21887 DD f ACORD CORPORATION 1988 I From:Sharon Greenwood At:NorthStar Insurance Agency FaAD:NorthStar Insurance To:Bullding Department Date:6/8r2006 10:44 AM Page:2 oQ AC D. CERTIFICATE CIF LIABILITY INSURANCE flEORt3 ORG s :.-ATE(fAIA/IJ8/0 -5 Oo/OB/06 PRODUCER �- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NorthStar Ins. Services, Inc. ! HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 65 Walnut Street Ste. 380 I ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. - Wellesley MA 02481 Phone: 781_431-2500 —Fax:781-431-6134 -- INSURERS AFFORDING COVERAGE-_--- 1 NAIL 4 INSURED `NS RERA: AIG companies _ —L_-_— II INSLRERE, Geor a Davis Builders, Inc. Ir,.�uR L '-----"— — - GeorN Davis -ERc ---------- --- 9 New Venture Drive-Unit 7 !!NsuREKD South Dennis MA 02660 ---- --- ---- I!NSIIRER E. COVERAGES _y T.LE POLICIES OF INSURANCE LISTED EELOW H4VE BEEN ISSUED*rU THE iNSLFPED IJA\IED ABOVE FOR THE POLICY PERIOD!N ICATEC.NO'.WITHST.M9irlG I AN/RE_uIRENENT.TERM OR COr1Dr;ICNa OF ANY vJrrTRACT OR Oni`R DOCUMENT V✓TH REGc'EC:T TO WHICH T141S CERTIFICATE tW,*BE ISSLED 0V ! MAY PERTAIN THE INSURANCE AFFORDED BY THE�(''UOES DESCRIBED HEREIN IS SUBJECT").ALL THE TERMS,EAr-U6ia s. ANO':@ND!TI(XNS OF FOI IG!c.ACrREGH is LIMITS SHO'v%TN NW.)'HAVE BEEN RECA.rEn BY PAiD CLAD•5 --r-- - -- �OLTi."'EFFFCTI�E-TP�SCI'CY'EXPil7ATf0�4 1 --- LTR wQ TYPE OF INSURANCE ! POLICY RAISER I CATE(AMMIOG'Yvj ' DATE'MA1/DD;1Y) i !WTS r 1 r ! I I EACH O C•31RREI?.C-E. -- !GENERAL U,4BILIT:' — ! I EQ,�TI TO RE FIFT— — ICCP.1ttERCL;LGEi•EFu�LIP9!LI?•/ i I PREMISE£?Eeeaurertcmt IS �MED EXF!Ainyone Dersorl PE!?SGN1,L e.ADV I!-k?jR1' (b - - GENERAL A.G"aF—•£G.A__ tiENt AGGREGATE APPLIES PER: I rPROCNJCTS-COr.fr`ACA>AG 9 j ! -- r" I—�JPHO- ) 'rOLIC. I E'"T 1 AUTOrdOBILE I.IABIUTI' COM311'ED SINGLE LIAI': ! iI I I I(Ea nacre" .3 PITY AUTO ! ----- ! ~�A!L OW NED AUn)O EGDILY I^:JURY ---- I I (P;r pe5w I �SCi'c"'vtJl.e�a,LROS I ! � ) --�— I I HRED AUTOS 9�JDII:f IN.IL.IRY .i NOI,-Uv%TJEU AUTOS i I ! i(Fszaias•,tj ------ PRO'-Alj DAMAGEi} — ' (PST Pwz•,dent) I !�r7A.RAGE LIABILITY --' I ..i+I.1 E4 ACGi;E`Tr .S I J AJNY ALTO I � EA AU,I$ r I :OTHER LY, --_—_ /UITO iXJLY P35 I s FACESSlUMEFELLA LIABILITY I I EAGi^(:Cc!1:RErlE 9—_— 11-7 OCCUR CLA!MSfALDE I i IAC.GFEGA.TE CEx1CTIBLE n'ET1DITICYN WORKERS COMPENSATION AND ! — Ir,tRY!IMR'ac --- EiPLOYEF,S'LL461LITY A I WC8950251 03%05/06 I 03/05%07 E.L.EAC!tA_C;1DEriT 'b 100;OJO I r:Nr 7RCiFIETO(u'R�NFR:E::ECL?I'JE -- --- —� 1 OFRCEFAEMSEPExaLCEv? I ! •c r.j r ENPLS^c� i E.L ulc_ t i:_ 7100,000 N:,eedescrtoeuncer I ) I 1 500 000-C;L PRJV!SIU;S Inow OTHER — I II I 1 DESCRIPTION OF OFERAMONS ILOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION Bimu TA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DA:cc THEREOF.THE ISSUING INSURER WILL EMCEAVOR TO MAIL 10 DAYS WRITTEN ToPm of Barnstable NOTICE TO TIE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Building Dept. IMPOSE NO OBLIGATION OR UAB1LrIY OF ANY KIND UPON THE INSURER,n'SAGETITS OR 200 Main Street Hyannis MA 02601 REPRESEWATWES. — — AUTHORIZED REPRESENTATIVE Margaret Herlihy ACORD 25(2001108) ACCRO CORPORATION 1988 I i N O O p O N N ® ® ® N C L' w O M ® O CIJ Cl)Q 00 m ��v C M C N 00 REAR ELEVATION a)o O p 3�� ZU) L O Roof/Ceiling Assembly: ® ® 2 x 8 Rafters- i O.c. � 1/2"COX Sheathing EDPM Rubber roof 2 x 8'Ceiling Joists-16"o.c. Wood beadboard ceiling i ®® ' 2.1 3/4"x 9 1/2 LVL-See Report m 4 x 4 P.T.Posts Q. O UU 06 O Deck permitted separately RIGHT ELEVATION & STRUCTURAL CROSS10"sonnExtend48"beowgrradedfootings Property oDo George tReproduceBuilders, Inc. Do Not Reproduce „..„ ------------------ ------------------------- i ----- --- - - el L _ ----------------- c� ------ - ' ..Beth - N p • __ Bed- --- Beeioorn _ B) N Q C .,a f4 ---------------------- d 10”Concrete Pier,on 24" Spread Footing Below ----------------' --------------------------------- 11'-01/2" 2ND FLOOR PLAN - Existinq C oQCr Da ;n :;�': -firs t. •M� >Q CO JJ0011 W O' t o I N 3 c zo _ -- c Bpi co 0 ..� a�p Proposed Screend Porch 3 w" , = — tm CD ---------- -1 T i - KITCHEN i 9: _ __ . . _ _ _ _ - __ 1st FLOOR PLAN - Existinq w/ porch shown E VIEW 1�2 BATH- PLAN a =o 00 06 v G r9 O H Property of George Davis Builders, Inc. Do Not Reproduce 1 BOISE' Triple 1-3/4" x 14" _VERSA-LAM® 2.0 3100 SP Floor Beam\FB01 BC CALCO 9.2 Design Report-US 1 span I No cantilevers 0/12 slope Monday, February 20, 2006 13:03 Build 141 File Name: BC CALC Project Job Name: Marmon Description:GARAGE BEAM"A" Address: 64 Cotuit Bay Drive Specifier: City, State,Zip:Cotuit, MA Designer: Joe Madera Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: REVISIONS 02/20/06 i I I I l i I 18-00-00 BO,3-1/2" B1,3-1/2" LL 4320 Ibs LL 4320 Ibs DL 1266 Ibs DL 1266 Ibs Total Horizontal Produgj,Length=18-00-00 Load Summary -Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 18-00-00 40 psf 10 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 23873 ft-Ibs 54.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4681 Ibs 33.5% 100% 1 ' 1 -Left be verified by anyone who would rely on Total Load Defl. U382(0.551") 62.8% 1 1 output as evidence of suitability for Live Load Defl. U494(0.426") 72.8% 1 1 particular application.Output here based Max Defl. 0.551" 55.1% 1 1 on building code-accepted design Span/Depth 15.0 n/a 1. properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 5586 Ibs 62.9% 60.8% Spruce-Pine-Fir or ask questions,please call 131 Post 3-1/2"x 3-1/2" 5586 Ibs 62.9% 60.8% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJST"" Cautions ALLJOISTO,BC RIM BOARD-,BCIO, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Member is not fully supported at post B1. A connector is required at this Bearing. VERSA-STRANDTM,VERSA-STUD@ are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(T) Maximum load deflection criteria. Connection Diagram b d- a e ° c 1> I f�1 d Sf4r 7 y° oa DANIEL E. v BRAMAN a .o sTRUCiUR a minimum=2" c=5" --NO b minimum=3" d= 12" �( e minimum=3" �� STE �•�, Member has no side loads. Connectors are:16d Sinker Nails p !! Page 1 of 1 i ;� � . � � � � ��� � �� BQISE. Triple 1-3/4" x 11-7/8" VERSA-LAW 2.0 3100 SP Floor Beam1F1302 BC CALC®9.2 Design Report-'US ' 1 spar No cantilevers 0/12 slope Thursday, March 02, 2006 13:05 Build 141 r File Name: G Davis_MarmenREV.BCC Job Name: Marmon Description: GARAGE DOOR HEADER Address: 64 Cotuit Bay Drive Specifier: City,State,Zip: Cotuit, MA Designer: Joe Madera Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: REVISIONS 02/20/06 I 2 1 r 8 t -� - r ".r�,.✓i1. k h: C - tau.� � , ��.! , +�,;�4'1't ;�3E.fiywt 1..:f n� g--�•F L��y„_ vnY �Y%S.L+i++3:t 5 `Y 14-06-00 B1,3-1/2- B0,3-1/2" LL 4640 Ibs LL 4640 Ibs DL 2133 Ibs DL 2147 Ibs Total Horizontal Product Length=14-06-00 Load Summary " Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 14-06-00 40 psf. 10 psf 07-00-00 2 Unf.Area Left 00-00-00 14-06-00 30 psf 15 psf 12-00-00 3 Unf. Lin. Left 02-00-00 12-00-00 40 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 23270 ft-Ibs 72.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 5624 Ibs 47.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U299(0.563') . 80.2% 1 1 output as evidence of suitability for particular application.Output here based Live Load Defl. U441 (0.382') 81.6% 1 1 on building code-accepted design Max Defl. 0.563" 56.3% 1 1 properties and analysis methods. Span/Depth 14.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim (L x VY) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Post 3-1/2"x 3-1/2" 6787 Ibs 76.4% 73.9% Spruce-Pine-Fir (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 6773 Ibs 76.3% -73.7% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJST'", ALLJOISTO, BC RIM BOARD-,BCI®, Cautions BOISE GLULAMT"' SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. �/ PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND-,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram T b r—d— a T o ' L—• o i i o DANIEI.E. e BRAE M 40 o _C AL a minimum=2" c=7-7/8" b minimu m d= 12" e minimum=3" OffSsj0RK E1�► d Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails BOISE, Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 BC CALCO 9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, February 06,2006 07:49 Build 141 File Name: G Davis_Marmen.BCC Job Name: Description: FAMILY ROOM HEADER Address: Specifier: City, State,Zip: , Designer: Joe Madera Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 2 i `. _ _.__.•__a_ �_.:. __`.r.:., .: ,� 'S' -. ...�` .. ;:•. s .. yr' .1 1 c,,n� d cr•,-, k�G`:`,? 't. �rl• . .. «. i n ! 04-00-00 BO,3-1/2" B1,3-1/2" LL 80 Ibs LL 80 Ibs DL 877 Ibs DL 877 Ibs SL 1200 Ibs SL 1200 Ibs Total Horizontal Product Length=04-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load . Unf.Area Left 00-00-00 04-00-00 40 psf 10 psf 01-00-00 2 Unf. Lin. Left 00-00-00 04-00-00 80 plf n/a 3 Conc. Pt. Left 02-00-00 02-00-00 1357 Ibs2400 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3543 ft-Ibs 22.1% 115% 2 1 - Internal Completeness and accuracy of input must End Shear - 2006 Ibs 27.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U3269(0.013") 7.3% 2 1 output as evidence of suitability for Live Load Defl. U5341 (0.008") 6.7% 2 1 particular application.Output here based Max Defl. 0.013" 1.3% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 4.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2157 Ibs 24.3% 23.5% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 2157 Ibs 24.3% 23.5% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCIO, Column at Bearing BO analyzed for bearing only,column analysis has not been performed BOISE GLULAMT"' SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only,column analysis has not been performed SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMO, VERSA-STRAND-,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (L/240)Total load deflection criteria. L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �{b —d — a c .1 • a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 80iSE" 9 Double 1-3/4" x 11-7/8" VERSA-LAM(g) 2.0 3100 SP Floor BeamT1301 BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, February 06;2006 07:48 Build 141 File Name: G Davis_Marmen.BCC Job Name: Description: REVISED BEAM AT STAIRS Address: Specifier: City,State,Zip: , Designer: Joe Madera Customer: George Davis 'Company: Shepley Wood Products Code reports: ESR-1040 Misc: a 1 3 I I I 5 I 2 1 y �.' r a ems; t4. a '� .* , iw i '� T wl r. 14-06-00 BO,3-1/2" B1,3-1/2" LL 549 Ibs LL 1631 Ibs DL 762 Ibs DL 1366 Ibs SL 303 Ibs SL 1372 Ibs Total Horizontal Product Length=14-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 14-06-00 40 psf 10 psf 01-00-00 2 Unf.Area Left 09-06-00 14-06-00 40 psf 10 psf 08-00-00 3 Unf.Area Left 09-06-00 14-06-00 15 psf 30 psf 10-00-00 4 Conc. Pt. Left 09-06$0 09-06-00 93 Ibs 175 Ibs n/a 5 Unf. Lin. Left 00-00-00 09-06-00 60 plf n/a i Controls Summary Value %Allowable Duration Load Case Span Location _ Disclosure Pos. Moment 9491 ft-Ibs 38.8% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -3201 Ibs 35.2% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U534(0.316") 44.9% 2 1 output as evidence of suitability for Live Load Defl. U864(0.195") 41.7% 2 1 particular application.Output here based Max Defl. 0.316" 31.6% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 14.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1614 Ibs 18.2% 17.6% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4369 Ibs 49.2% 47.6% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS- Cautions ALLJOISTO,BC RIM BOARD-,BCIO, Column at Bearing BO analyzed for bearing only,column analysis has not been performed BOISE GLULAMT"" SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only,column analysis has not been performed SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram r►{b r•—d— a I c " a minimum=2" c=7-7/8" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 34VL. �pptMETp,,� The Town of Barnstable BARE.MASS. Department y artment of Health Safety and Environmental Services � 039. �0 pTEo MPS° Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location r 61/ CD Zu I-r 134. , (VIE Permit Number ��(:Fo S Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: -P4ease-call:-508=8762--4038-foor-re-• speetioTh Inspected by P /)C Date I i • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION T Mafa 6 � Parcel Permit# Health Division Ogg --foie Date Issued Conservation Division 's yZ 1 rs Application Fee ` Tax Collector �'. 2 �` � STEM °t7IUST Sc D��— I.vS'.�'ALVD IRI CD��PLIAWS�_ermit Fee ��� Treasurer WITH T1ME 5 Planning Dept. I JI:•'►tN' i�7G U LA1';0Na Date Definitive Plan Approved by Planning Board Se MCI Historic-OKH Preservation/Hyannis Project Street Ad ress l Q Village �Y_1 Owner I i I p Address Telephone Permit Request �zg un CT�/.ems an C S A,10-S-e, A cC.k_ Square feet: 1 st floor: existing b8 proposed 411-5— 2nd floor: existing COB proposed �`�, Total new I u Zoning District Flood Plain Groundwater Overlay (Project Valuatio ,d�D'- Construction Type IVS CC, 01 Lot Size 1717, qv ZZ Y- i r1l'Grandfathered: ❑Yes ❑No If yes, attach supportingldocumentgon. Dwelling Type: Single Family AC Two Family ❑ Multi-Family(#units) r� Age of Existing Structure 2 15, f-5 Historic House: ❑Yes E No On Old King's Higly ay: EIY6s Xm N0 Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) b ` fi5f Basement Unfinished Area(sq.ft) Ui Number of Baths: Full: existing 2 new Half: existing new Number of Bedrooms: existing 3 new . Total Room Count(not including baths): existing 9 f-n,cj. )-Wt9ew First Floor Room Count Heat Type and Fuel: ACIas Cl Oil ❑Electric ❑Other o Central Air: ❑Yes ;ag4o- Fireplaces: Existing Z New�_ Existing wood/coal stove: ❑Yes ;lo Detached garage:❑existing ❑new size Pool:O existing ❑new size Barn:❑existing ❑new size Attached garage:�existing ❑new size Shed:Cl existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Yam, If yes,site plan review# i Current Use Proposed Use BUILDER INFORMATION , /I Name 'r kam Telephone Number �/' 0 ,7j 2— Address Va 0 1 5 . Ma License# 6,15 49 l.3 r U ' Home Improvement Contractor# /6733.' Worker's Compensation# 1od3qA 2_ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE ,X FOR OFFICIAL USE ONLY PERMIT NO. a i DATE ISSUED ' - r MAP/PARCEL,NO. , 4 ADDRESS VILLAGE OWNER - ice P� ,� out I a C&Ut,,k l s DATE OF INSPECTION: :_. FOUNDATION t FRAMEa,5�-7/®� �rh Puxr roAl Td o ct set:- rV/ S �. INSULATION 5-1 ,« FIREPLACE62 ELECTRICAL: ROUGH FINAL 7 PLUMBING: ROUGH FINAL 1 , GAS: ROUGH FINAL ' S FINAL BUILDING i 1 DATE CLOSED OUT ASSOCIATION PLAN NO. Department of Industrial Accidents . V z Office of Investigations T d 600 Washington Street v Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electiicians/Plumbers Applicant Information Please Print Le ibl Name (Business/Organization/Individual): • r �ams &), oDn. 11../ , Address: R0 Y � r / - City/State/Zip. � )S, MauuinPhone #: Are an employer?Check'the-appropriate box: Type of project(required): 1. al a a ei loyer`witli` 1 4. ❑ I am a general contractor:and I- 6: ❑New construction employees(full and/or par f-time).* have hired the sub-contractors ' 7 e'modelin 2_❑ I am`a sole proprietor or partner- listed on the attached sheet g ship'and haae no�:employees These sub-contractors have S. 0 Demolition working for me m any capacity. workers' comp.insurance. g 0 Building addition' [No workers' comp:insurance 5. ❑:We are a corporation and its 10.❑ Electrical iepans:or additions': required.] officers have exercised their „ sr.. 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No workers',comp:: c. 152, §1(4), and we have no 12.❑ Roofrepairs ` insurance req=ed.] fi employees. [No workers' { comp. insurance required.] 13.0 Other *Any applicant that checks box#l.must alsq fill ryouf the section below showing their workers'compensation policy information - #Homeowners who salimit tliis affidavit and cafing they are'doing"all work and then hir;6 outside contractors mtust submit a new affidavit indicating such' tContractors that check thr's box must attache au additional sheet showing the name of the sub-contractors and their workers' olic infom�a ion.--" comp•P Y I am an employer that is providing workers'coriipe'nsation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins. Lie. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'. compepsatiJ policy declaration page(showing the.policy number and expiration date). S: Failure to s.ecute coverage as.required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties.of 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:tine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office.of . Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalti B of perjury that the information provided above is true:and correct Signature: . Date: Phone Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#• o�tKE r Town of Barnstable Regulatory Services I Thomas F.Geiler,Director MASS Building Division �fD N1P'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date AFFIDAVIT HOME RVIPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c- 142A requires that the"reconstruction,alterations,renovation,repair,modernization, cuP convers ied ion, improvement,removal,demolition,or construction of an addition to any pre-existing building containing at least one but not more than four dwelling units or to structures which are adj scent to such residence or building be done by registered contractors,with certain exceptions,along with other requizements. n_ !! �,,, Type of Work: t 'a�'�h ke) Estimated Cost �U y6 U Address bf Work: Owner's Name: ) Date of Application'. I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOW E IMP G�MEA.NNTYWFLOTIY�D�ERMGLj�c.142A. ACCESS TO THE ARBITRATION PROGRAM SIGNED UNDERPENALTIES OF P Y I hereby apply for a pemmit as the agent of the owner: 10 C tractor Name Date Registration No. OR Date Owner's Name Qlarms:homeaffidav no CMR Appcndis J Table JS=b(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with F°seil Fuels MA1dMUM Hea MINII4tUM Wall Floor Basement 91ab ' tiag/Cooling Dlaang Q�g Ceiling Perim cter Equipment EtFrciency' Am&!(%) U-value= R-value' R-value' R-value' wau e R vaitu' R-value P=kage 6701 to 6500 Heating Degree Days' Normal Q 12% 0.40 38 13 19 10 6 6 Normal R 12% 0.52 30 19 19 10 6 8S Afi1E $ 12% 0.50 38 13 19 10 N/A Normal -38 13 25 NIA — --6 -_--_—Normal- --- ----—- (( 1S% 0.46 38 19 19 10 NIA 85 AFUE y 15% 0.44 38 13 19 N0 SS AFUE 19 19 10 6 W 15% 0.52 30 N/A Normal X 19% 032 38 13 25. NIA N/ Nom�al y 18% 0.42 38 19 25 N/A A 6 90 AFUE Z 18% 0.42 38 13 19 10 690 AFUE AA 18% 0.50 30 19 19 10 1. ADDRES S OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ETE I KING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a 780 CMR Appendix J Footnotes to Table J8.2.1b: d Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and ' basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 f of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U=values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full -- insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R 38 insulation may be siibsrituted for-R-49 insulation: Ceiling R-values-represent the sum of cavity-_.---... insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall.For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frariie or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. °The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. °The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. `The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ° If the building utilizes electric resistance heating use compliance approach 3;4, or 5.. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see.Table J5.2.1a NOTES: s a) Glazing areas and.U-values are maximum acceptable levels. Insulation R-values are minimum acceptable-levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). i 43 RESIDENTIAL BUILDING PERMIT FEES T APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= aI Z5-O x.0041= 32 F,2y plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >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) x$30.00= 3rj, Deck s o . (number) . . I x$25.00= BLS, o e Fireplace/Chimney (number) Inground Swimming Pool $6.0.00 - Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 i - L I - Tom.� ��:�•.�.. Board of Building Regulations and Standards NOVAE IMPROVEMENT CONTRACTOR Re istratq®e�: 9 107333 y Ezpirataori__7/31/2006 Type::Private Corporation i GEORGE DAVIS BUILDERS,.INC: George Davis 9 NEW VENTURE'6;R.`UNIT.7> So..Dennis,MA 02660 Administrator 4^•�. �%fie �ar+Ynzanul'�L `�'`/�/�aavac%uae%�a •I BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR 9 r_: 5... 056130 NuMbe l c 6332'.0 ° g�' 3d0J1'12007 Tr.no: • Ezpires0;:�__ _ Restricted'ti00= GEORGV N UR'©R `.;? s a `FFe���` x . 9 iNEW #7 C ° . S!DENNIS, MA .02660' Commissiorier ., I Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:Marmen Addition CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 02/20/06 DATE OF PLANS:February 15,2006 PROJECT INFORMATION: Tom and Pat Marmen 64 Cotuit Bay Drive Cotuit,MA COMPANY INFORMATION: George Davis Builders,Inc. COMPLIANCE:Passes Maximum UA=268 Your Home=242 9.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 376 30.0 0.0 13 Ceiling 2:Flat Ceiling or Scissor Truss 215 30.0 0.0 8 Ceiling 3: Cathedral Ceiling(no attic) 360 30.0 0.0 12 Skylight: VS 606: Other 15 0.410 6 Exterior Wall 1: Wood Frame, 16"o.c. 519 15.0 0.0 26 Window:AR41: Other 34 0.330 11 Window:C245:Other 106 0.330 35 Door:FWG 6068: Glass 40 0.330 13 Exterior Wall 2:Wood Frame, 16"o.c. 54 15.0 0.0 3 Window:AXW41:Other 12 0.330 4 Exterior Wall 3:Wood Frame, 16"o.c. 165 15.0 0.0 13 Exterior Wall 4: Wood Frame, 16"o.c. 187 15.0 0.0 14 Exterior Wall 5: Wood Frame, 16"o.c. 13 15.0 0.0 1 Exterior Wall 6: Wood Frame, 16"o.c. 188 15.0 0.0 12 Window: TW 24310: Other 31 0.340 10 Exterior Wall 7: Wood Frame, 16"o.c. 60 15.0 0.0 3 Window: TW 2432: Other 17 0.340 6 Exterior Wall 8:Wood Frame, 16"o.c. 84 15.0 0.0 6 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 360 19.0 0.0 17 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 56 19.0 0.0 3 Floor 3:All-Wood Joist/Truss,Over Unconditioned Space 559 19.0 0.0 26 Boiler 1:Other(Exept Gas-Fired Steam),92 AFUE 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 MECcheck Version 3.2 Release la. The heating load for 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°/u of the des' oad as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date L ..MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 02/20/06 TITLE:Marmen Addition Bldg. Dept. Use Ceilings: [ ) 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments:2nd floor area exclusive of the front dormer-front to back [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments:2nd floor area Win dormer section-front to back [ ] 3. Ceiling 3: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments:Familyroom cathedral area - Above-Grade Walls: [ ] 1. Exterior Wall 1:Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments:Perimeter 1st level walls of familyroom [ ] 2. Exterior Wall 2: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: Gable end of familyroom [ ] 3. Exterior Wall 3: Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments:Left gable ends of 2nd floor [ ] 4. Exterior Wall 4: Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments:Right,rear gable end of 2nd floor(odd shape) [ ] 5. Exterior Wall 5: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments:right cheek wall of front dormer [ ) 6. Exterior Wall 6:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments:rear dormer wall [ ) 7. Exterior Wall 7: Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments:Front dormer wall [ ] 8. Exterior Wall 8: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments:Knee walls Windows: [ ] 1. Window:AR41: Other,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments:Anderson Awning [ ] 2. Window: C245: Other,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments:Anderson Casement [ ] 3. Window:AXW41: Other,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments:Anderson Awning [ ] 4. Window:TW 24310: Other,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments:Anderson Double-Hung [ ] I 5. Window:TW 2432: Other,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments:Anderson Double-Hung I Skylights: [ ] I 1. Skylight:VS 606: Other,U-factor:0.410 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments:Velux Skylight I Doors: [ J I 1. Door:FWG 6068: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments:Anderson Frenchwood Glider I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments:Family room-proper [ ] I 2. Floor 2:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments:Front Jog in familyroom [ ] I 3. Floor 3:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments:2nd floor over garage I Heating and Cooling Equipment: [ ] I 1. Boiler 1: Other(Exept Gas-Fired Steam),92 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures 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 cfm(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/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. 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. [ ] I The HVAC system must provide a means for balancing air and water systems. 1 I li Temperature Controls: [ ] Thermostats are required 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 shall be provided. Heating and Cooling Equipment Sizing: [ ] 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/off heater 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 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. 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 F) Up to 1" Up 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 jypes Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"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) SE" ; Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F13O2 BC CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday, March 02, 2006 13:05 Build 141 File Name: G Davis_MarmenREV.BCC Job Name: Marmon Description: GARAGE DOOR HEADER Address: 64 Cotuit Bay Drive Specifier: City, State,Zip: Cotuit, MA Designer: Joe Madera Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: REVISIONS 02/20/06 rM 3 2 1 I 14-06-00 BO,3-1/2" B1,3-1/2" ILL 4640 Ibs LL 4640 Ibs DL 2147 Ibs DL 2133 Ibs Total Horizontal Product Length=14-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 14-06-00 40 psf. 10 psf 07-00-00 2 Unf.Area Left 00-00-00 14-06-00 30 psf 15 psf 12-00-00 3 Unf. Lin. Left 02-00-00 12-00-00 40 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 23270 ft-Ibs 72.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 5624 Ibs 47.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U299 (0.563") 80.2% 1 1 output as evidence of suitability for Live Load Defl. U441 (0.382") 81.6% 1 1 particular application.Output here based Max Defl. 0.563" 56.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 6787 Ibs 76.4% 73.9% Spruce-Pine-Fir or ask questions, please call B1 Post 3-1/2"x 3-1/2" 6773 Ibs 76.3% 73.7% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO, BC FRAMER®,AJSTm, Cautions ALLJOISTO, BC RIM BOARDTM^ BCI®, BOISE GLULAMTM^ SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDTA4,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram L_1 b —d— _ a OF iff�r� . - . ; o� DANIEI.E. p e 0 0 0 / BRIw rip a minimum=2" c=7-7/8" t` � f E b minimum= 3" d = 12" sf �► e minimum=3" "Sloe E Nailing schedule applies to both sides of the member. �r�_Q Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 80iSE- Triple 1-3/4" x 14" VERSA-LAM(g) 2.0 3100 SP Floor Beam\F1301 BC;CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Monday, February 20,2006 13:03 Build 141 File Name: BC CALC Project Job Name: Marmon Description:GARAGE BEAM "A" Address: 64 Cotuit Bay Drive Specifier: City, State, Zip:Cotuit, MA Designer: Joe Madera Customer: George Davis Company: Shepley Wood-Products Code reports: ESR-1040 Misc: REVISIONS 02/20/06 I I I or ir 4r w 4 I w I l i 1 1 I I I I 18-00-00 BO,3-1/2" B1,3-1/2" LL 4320 Ibs LL 4320 Ibs DL 1266 Ibs DL 1266 Ibs Total Horizontal Product Length=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 18-00-00 40 psf 10 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 23873 ft-Ibs 54.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4681 Ibs 33.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U382(0.551") 62.8% 1 1 output as evidence of suitability for Live Load Defl. U494(0.426") 72.8% 1 1 particular application.Output here based Max Defl. 0.551" 55.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide. BO Post 3-1/2"x 3-1/2" 5586 Ibs 62.9% 60.8% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5586 Ibs 62.9% . 60.8% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Cautions ALLJOIST@,BC RIM BOARD-,BCIO, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed SYSTEMO,VERSA-LAM@),VERSA-RIM PLUS@,VERSA-RIM@, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDTm,VERSA-STUDO are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L'/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram ab d- a i c o e . a a minimum =2" c=5" b minimum=3" d= 12" , e minimum=3" Member has no side loads. Connectors are:16d Sinker Nails , Page 1 of 1 i 80i$E"'• Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam1R1301 BC CALCO 9.2 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, February 20, 2006 13:03 Build 141 File Name: BC CALC Project Job Name: Marmon Description: RIDGE BEAM"B" Address: 64 Cotuit Bay Drive Specifier: City, State, Zip:Cotuit, MA Designer: Joe Madera Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: REVISIONS 02/20/06 1_�o 12 i I I I I I I i I I I � >� • fa ,f ;` fir. y, i 4� ry r� of 4��*`� �i 4.��, �. n. ia �� -'e s; `^ 'it �ti•.F+.. -a 18-00-00 BO,3-1/2" B1,3-1/2" DL 1474 Ibs DL 1474 Ibs SL 2700 Ibs SL 2700 Ibs Total Horizontal Product Length=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 18-00-00 15 psf 30 psf 10-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 17839 ft-Ibs 53.4% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 3498 Ibs 32.7% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. L/341 (0.617") 52.8% 3 1 output as evidence of suitability for Live Load Defl. L/527 (0.399") 45.5% 3 1 particular application.Output here based Max Defl. 0.617" 61.7% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 15.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4174 Ibs 47.0% 45.4% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4174 Ibs 47.0% 45.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTm Cautions ALLJOISTO,BC RIM BOARDTm,BCIO, Column at Bearing BO analyzed for bearing only, column analysis has not been performed BOISE GLULAM- SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only, column analysis has not been performed SYSTEM@,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND-,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (L/180)Total load deflection criteria. L.L.C. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope =0, consider drainage. Connection Diagram b d— a c I a a minimum=2" c=5" b minimum =3" d = 12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM(g) 2.0 3100 SP Roof Beam\R1302 BC CALCO 9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, February 20, 2006 13:03 Build 141 File Name: G Davis_MarmenREV.BCC Job Name: Marmon Description: HEADER Address: 64 Cotuit Bay Drive Specifier: City, State,Zip:Cotuit, MA Designer: Joe Madera Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: REVISIONS 02/20/06 1--io 12 0 lam«- t -� '7 -}--�•�. �.a i _.-_ rr p,-t u �. r. -� "- S p '' .- I r ,y 04-00-00 BO,3-1/2" B1,3-1/2" DL 786 Ibs DL 786 Ibs SL 1410 Ibs SL 1410 Ibs Total Horizontal Product Length=04-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 04-00-00 15 psf 30 psf 01-00-00 2 Conc. Pt. Left 02-00-00 02-00-00 1474 Ibs2700 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3779 ft-Ibs 23.5% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2137 Ibs 29.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U3095(0.014") 5.8% 3 1 output as evidence of suitability for Live Load Defl. U4804(0.009") 5.0% 3 1 particular application.Output here based Max Defl. 0.014" 1.4% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 4.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2196 Ibs 24.7% 23.9% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 2196 Ibs 24.7% 23.9% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS- Cautions ALLJOISTO,BC RIM BOARD T"',BCIO, Column at Bearing BO analyzed for bearing only,column analysis has not been performed BOISE GLULAMT"' SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only,column analysis has not been performed SYSTEMO,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDT°",VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (U180)Total load deflection criteria. L.L.C. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. Connection Diagram . i b —d—� a II ' I c I ' •1 a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 TI O z m r m D O I z a ' I 0 CD ,I 2 U RI O G) m p Z(D a rti f"1 CDo C-)(D C) O _< u a a� O CO o m fD C a m o n rn 7 u � C) ' To & Pat Marmen George Davis Builders, Inc. Sheet 1 9 New Venture Drive;Unit 7 Feb. 15,2006 64 Cotuit Bay Drive South Dennis, MA 02660 1 Cotuit,MA (508)394-0832 1/4"=1'-0" i . T, . . . . . . . . . . . . . . . . . . ... . . . . - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r BEE ENE H m r m D O z a O G) Z� a � I ;U fD (D a < a 0 CO a Tom & Pat Marmen George Davis Builders, Inc. Sheet 9 New Venture Drive; Unit 7 Feb. 15,2006 64 Cotuit Bay Drive South Dennis,MA 02660 Cotuit,MA (508)394-0832 1/4"= 1'-0" G� r m r- m D O z CD v° o c, Z� o � (D � v v o < EFH IT, O_y O CO fD C d fD 41 7 A F6.4"Cotuit Pat Marmen George Davis Builders, Inc. Sheet 3 9 New Venture Drive; Unit 7 Feb. 15,2006 Bay Drive South Dennis,MA 02660 t Cotuit,MA (508)394-0832 1/4"=1'-0" m1 11 lial Ell D m r m O Z E FEE H JE] 0 _0 CD oG) EHER T zCD o ° �° CD 0 o < am o a) IBM m c a m 0 Tom & Pat Marmen George Davis Builders, Inc. sneet4 9 New Venture Drive; Unit 7 Feb. 15,2006 64 Cotuit Bay Drive South Dennis,MA 02660 Cotuit, MA (508)394-0832 1/4"=1'-0" 20'-0" I co/ 13'-6" LO 6 b N r \ / I N L6 II I I oe I Existing edge of deck I U) Expanded Deck Area / A I I q A� / I ! I �/ / O \✓ i EO— I _ Existing Deck-altered to accommodate new addition ?N - / ly I 6ON / I i N I •M/�� >Qcco I I I I SA C C / !Q dpo >L GD (D o Z 0 L m O Dashed line denotes existing rear wall 4) of entry hall.-to be removed 8'-6" KITCHEN - - - - - - - - - - - - - - - - - L ------- -- -- C d m L > DINING ROOM o �o Existing Garage-To Remain m 16 c� Existing Laundry Closet- d o 0 To Remain 06V O F— Proposed 1 st Floor i Property of George Davis Builders, Inc. Do Not Reproduce 26-10 1/2" CD —I------ - -- -- -- - - - -- - -- - - -- 7— i IS o co. . o N L II ! I oO I ! CD i I v I LL I � L8'-0" Co I li II I O=tO N WINDOW SCHEDULE I I I I I I 6 o N NUMBER QTY SIZE DESCRIPTION I I I a Proposed Office I I •'-Q 00 ego 01 2 2635DH DOUBLE HUNG 11-- — ———— —— —— - —— — — —— — —— — 1' — , m v N m.S rn 02 3 2641DH DOUBLE HUNG i i I! i = c o> 03 1 40210AW AWNING i i I:' --- •> z m°D 04 6 4064 MULLED UNIT !! i I :aD:; > 05 1 6068 EX EXT.SLIDER-GLASS o 06 1 44"x 46" Veluxe Sky[ hts ! I I '` z cn C a � !I - - - - - - - - - - - - - - - -�I i it ;I I ATTIC ! 17,_9"z Vr8" .I l a� o 18'-4 1/2" 2 a .216 p� U E co Proposed 2nd Floor C F- Property of George Davis Builders, Inc. Do Not Reproduce ROOF NOTES: Structural Ridge—Per Report 2 x 10 Rafters @ 16"o.c. 12 '/2"CDX Plywood 15 lb. Felt 7 1/2 Asphalt Shingles—to match Ridge&Soffit Venting co _ 1 x 3 strapping Beam B o 0 1/2"Gypsum Board "' T.O.W-8'6" m L n Fief N FLOOR NOTES: WALL NOTES: 2 x 6 P.T.Sills on Seal 2 x 4 Shoe Plate 2nd 2 x 6 K.D. Mud Sill 2—2 x 4 Top Plates C� 2 x 10 K.D. Floor Joists—16"o.c. 2 x 4 Studs @ 16"o.c. _ Bridging Mid span Built-up Headers—per code 5/8"Fir Plywood, nailed /V CDX Sheathing i R-19 F.G. Ins.w/vapor barrier W.C. Shingles—To Match 'E o R-15F.G. Ins.w/vapor barrier -a N /I Gypsum Board — o N 5/8 Fire Rock in Garage � .>_Q o m ego N .N rn � C M •> C NCO N 0 0 a v Section A Z O �N a, � L FOUNDATION NOTES: d t 16"x 8"Continuous keyed footings- 3,000 psi C7 8"Concrete Wall—3,000 psi—Match height '/z"•x19"anchor bolts—6'o.c.&w/in 12"of corners 3"concrete slab—2,500 psi Damproof Below Grade Access&Vents Per Code Beam A� C E N L 2 �Q Existing garage foundation,floor and Composition of O/H Door walls to remain to the extent possible header to be confirmed and m. up-graded as necessary a o oU 06 U c C Section B Property of George Davis Builders, Inc. Do Not Reproduce --—————— ———— — rn _ I I 18'-0" I I 5'-0"— 6'-6" I I I • N I I I F A I. I I I I I I I I I I I I I I I I I I 6'-0" 6 4'� I I I _� �__ I I F -1 f 1 I I N I I I I + I I + I I I --J- ------- LJ L_J l__J I I -- --- � I I I I I I I I I I I I I I I I I I -n I I I I o I I I I I �----- ---------- -- - ------ - J I a 0 I 23'-0 5/8" � I I I I C I I I I •� I I I I � I I °'CD � I I o I I i I o0 Oo I I ° ) I I m ;U CD I I 0 I 14'-0" <c . I I y a 6D i I CD � = I I ° I CL I I ETorn Pat Marmen George Davis Builders, Inc. Sheet 8 9 New Venture Drive; Unit 7 Feb. 15,2006 otuit Bay Drive South Dennis, MA 02660 Cotuit,MA (508)394-0832 1/4"=1'-0" II - ! � h 11 m I I' 1 I fli N i Z 4 : r O--------------- I' 1 I________________________ 3 I I I 5 L__ _...._ _ ...', I 1 I I 82 -- I I I I 1 I I i 1L - ,n - (V 11 1 1 h /D •� _______________1 I I j I I I I I 1 I I d 11 I ! I I 1 JF I I 1• 1 1 1 I I I I I I I I 1 I I 1 I I 3 ! 3 I I _LE -- 1 I I .Z] I I fll i I I O ; 1 1 /� V O 3 --------------�------___-� i ' m L ; O oo CO I � is v r !- Zo O o CD N CO CC o N rl 1 � 1 I 1 E64 Pat Marmen George Davis Builders, Inc. Sheet s 9 New Venture Drive; Unit 7 Feb. 15,2006 otuit Bay Drive South Dennis, MA 02660 Cotuit,MA (508)394-0832 1/4"=1'-0" Sent By: THE !BPS STORE ##1822; 12394957305; 17 Feb 06 10:29; Job 53; Page 1/1 To: Budding Npartment Town uFRam table Hyannis,MA From: Mr, Tom l4armen 64 Cotuit Bay,Dive Cotuit, MA Ke: Agent Authorization Project Ad.drdss: Cotuit logy Drive; Cotuit To Whom It May Concern: Please be advised the Gwrge Davis, wilder, is authorized to act as agent on my behalf with regard to the project under review in this building department. 1 Gd�n_e�2 '� �. __-- Date. _Zb 1/2L / SEPTIC S,�T S_T � �J Assbssor�s maps and lot number6..- .f?.. ...: INS'�A(,�eCLIAIVG �. WITH TITLE 5 �oZ ENVIRONMENTAL CODE.ANO Sewage Permit number .................. ........................... TOWN: REGULATIONS `. AW �*,,THEt TOWN OF BARNSTABLE BAHBSTAML i 26 BUIL:DING INSPECTOR a YPY.a , APPLICATION FOR PERMIT TO .,.construct a ,4 W D, ,,j, g,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,•,,,,,,,,,,,,.,,,. .TYPE OF CONSTRUCTION ...............191e..if Mi:lY,,...wo.P.41.:'r.aine...................... ...q I3—.7.7..............19.... Q TO THE INSPECTOR OF BUILDINGS: . The undersigned he ap s^for.' a perri�+�accp�'din�Q the' foliowiriig inform'ation: Location .....Lot...107...Co,tu•it:.gY:.P.rive: Cotuk :..,B:ay...��A��s....:::.....:: ................................................. ProposedUse :.....sing.l ..:f 1 ?.... ... .$ 5 . G..............;........::........:......................................................................... ZoningDistrict ..........................................................Fire District CAt..Uit........................................................ Tr: Name of Owner .C.4 1;i.7. :'.$s�.Y..:sl?.Qx�,5..R.ea.�.ty.....Address' ..E:2...P.t......Isabel la..Raady...Go.tuit.r....MA Cotuit• Ba Shores Name of Builder •......Y. :....Address same Ro al 'Barr Wills Address ....6.. Newbury St. � Boston „MA Name of Architect ........ ...................y.............:..... Number of Rooms oured concrete ................:........................................:.......Foundation .........P................................................................... Exterior .....wood .frame Roofing asphalt.................................................. Floors wo.od...floor.s....-..main...d"11ing............. Interior .:Ia7.�. .5...-...dr Yw m CO t a.�..�, ..Sk...........�................... Heating ...hQ.t...W.at.C ...............:....:.....Plumbing ...........per...uOde................................................. .. Fireplace ..........yes :.::...::...........:.....Ap}5�oximate Cost .......$.80,000................................... .................. / pp Definitive Plan Approved by Planning Board ___June 25t-__-____19 73 . Area .......l...l.�. ��....5 ...... Diagram of Lot and Building with Dimensions p?! Fee .............. .. ..:e ..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH W/1 -1 hereby agree .to conform:.-to all the Rules. and Regulations of the Town of Barnstable regarding the above - construction. COT IT BAY SHORES REALTY,TRUST . .: chTrustee .!, COTUIT BAY SHORES REALTY TRUST i 1 I ..... Permit for Qne...Story............. s^:......Sings e...F.4m ,jy...t?.ilr.11; nq.......... _ Location ,Lot #✓:107 64 Cotuit Bay Dr. ............................................... Cotuit " ............................................................................... Owner Cotuit Bay Shores Realty Trust ' Type of Construction Frame r ......................................... Plot ......... Lot ................................ { Permit Granted ...., June 23, 80 ................. ........19 , { Date of Inspection { Date Com leted ,�....��.�19 PERMIT REFUSED ; i +.. ..:.................................................... 19 .. ...... ............ ............................................... .................. �. ...... . ................................................................... ............................................................................... Approved ................................................ 19 .......................................................................... . ............................................................................... • u;� C1 'LO r /06 \ .y o -O 7 / � Q �� FPS ® \ rT r 0 LO.T_., ./D 8-. f � 1 SOP NOTE ° E X/ S T//V O /VA L G!?.9DE S •S�-lAC L .eE M.�J//�/ F_ SSEN T/A L� Y OF digs tiH OF GRETE M. i?� RICHARD A Es 80KANNON H p HEARN ,p No. 26106 O ( �No.694 to LEGEND � � �N'sT y : .�w a . SUR SAND• ?. EXISTING SPOT ELEVATIONS O,A EXISTING CONTOUR- - - 0- - -- V FINISHED SPOT ELEVATIONS 0.0 FINISHED CONTOUR o PROPOSED . PLOT• PLAN APPROVED= BOARD OF HEALTH .• I�A2n15Ti9l.3LF_ , MASS. - DATE AGENT LOB' /07- (IM"Z V �ND'2E5 CERTIFY THAT THE' PROPOSED R. J. OWEEARN, PVC., RLS, RS BUILDING SHOWN ON THIS PLAN 1348 ROUTE 134 CONFORMS TO THE ZONING LAWS EAST DENNIS) MASS. OF f3A���sr,4Rtl� MASS. DATE: 6 / 80 ' '= SCALE JOB NO. 80- 720 WDIA -E" REGIS�E RED LAND SURVEYOR DR. BY : SHEET .I OF 2- - - - ' N N 106 �- �.0 / -,A N c AlP o �. o 'o c V • ti� N OF Mgss'cy Q GRETE G� `r M. • BOHANNON-01 G 'P No. 26106 o FC/STE�yp�. �Np / hereby certify that the foundation PLOT. PL A N is located as shown and conforms to LOT 107 the Zoning By Laws of the Town of Barnstable. " COTU/T BAY SHORES /N COTU/T, BARNSTABLE, MASS Owner: Scale /"= 40' June 25, 1980 . COTU/T BAY . SHORES, /niC. . . BOHANNON LAND SURVEY CO. West. Bridgewater, MASS. 02379 S 22296 TOWN, OF BARNSTABLE Permit No. Building Inspector sauam Cash rua OCCUPANCY PERMIT Bond _ "No building nor structure shall be erected; and no land, building or structure shall be used for a new, different, changed, or enlargedt use without a Building Permit therefor first having been obtained from the Building Inspector: No building shall be occupied until a certificate of occupancy has been issued by the Building" Inspector." Issued to Cotuit Bay VShores Realty TMSAdaress PCa Isabella Rd,, C.otujt lot #107 64 Cotuit Bay Dfiye, ('Otuit ' Wiring Inspector �/ //��j �7``J Inspection date Y, Plumbing Inspector Inspection date Gras Inspector i� l Inspection date V Engineering Department ��G y ^ rt Inspection date 4 1,2 9 1 e 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. ' ....�..........�. ._...W_.._..._..._, 19_...1 .. _ ....v.....Building ..Inspeetor __ Assessor's map and lot numb 'r ....... e ......�?.............................. f Sewage Permit number .......................................................... STNE TOWN OF - BARNSTABLE MMOSTAXLE, MM& 1639- BUIMING INSPECTOR APPLICATION FOR PERMIT TO ...41 .................................................................... TYPE OF CONSTRUCTION ...........AaUqle...faLini 1V......W0,0- rame....................................................... ................June...1.7.............19.... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according- to the following information: Location ..... ...1.0.7... ....Cotuit,.Ray I...Shores............................................................... Ang.;W!...tamily.xe.aidenae......... Proposed Use. .... . ................................................................................................. RF Fire District .......C otu.11P t....................................................... Zoning District ........................................................................ Tr Name of Owner ..1P.Qt4it..Aay.Aahorez...Re a Ity. ....Address -.82...P.t.. -Isabella..Road.#-Cotultif...MA Name of Builder .....COtillt P.Py ShqzQ.g....................Address ..........aame................................................................ Name of Architect ...RPYP.. ..................Address .....6 ............. Number of Rooms ................. ....................:..........................Foundation .........�6-1i r.ed coficZdir2`............................. ExieriorY99!4_f ta.md.......................................................Roofing ...............as.phalt.................................................. Floors wojod..floors...m�--ma-jn'--dWe4-1-j-nj...............Interior c... aat................Heating ...hot'. Ma.ter.......0;Ll...fli*d..........................Plumbing ..........pex...code................................................... Fireplace ........YfkS..........................I........................................Approximate Cost ....... ........................................... Definitive Plan Approved by Planning Board ---June'--2-5-i--------19_73--_ Area .......................................... Diagram of-Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL-OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above e construction. Name ... ................................................................ ............ FA 56-26 COTUIT BAY 8HORI;S REALTY TRUS No 22296 Permit for .....One;:Stor y.. .........S...iA919----FAMi.1Y..Dwelling............ Location Lo.t...#.1.0.7....6.4...Co.tuit...Bay..Dr. ................C:O.tui.t............................................... Owner Catui.t...Ray'....Shares...Realty..Trust Type of Construction ...Fxame.......................... .............................................. ................................. Plot ............................ Lot ................................ Permit Granted ........Jul23 , 19 80 Date of Inspection ....................................19 Date Completed ..................z......i..........19 PERMIT R FUSED ................................................................. 19 ............................................................................... ..................... .................... . ....................... ............. . ....................... .................. Approved .................. ).... 19 ................................................................................ ............................................................................... Lr_Mk.�r 11IN V UC I /AI L: NOT TO SCALE KtVIJIVIVJ - �. .�"•„ . ---__ ___ ____ __ N0. DATE DESCRIPTION . NOT TO SCALE NO. OF OUTLETS cj 4" PVC PIPE D-BOX 1. 2/17/06 REDUCE ADDITION TEST PIT �1- TEST PIT �2- il NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GRD. EL. 71.0 GRD. EL. 71.5 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. o 0 0 0 0 ° ° ° o ° o ° 0 00 0 ° o ° o 0 0 ° o 0 0 ° oo MOVE SEP. TANK' EST. HIGH GW. N A EST. HIGH GW. N A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2' WALLS NOTES: o° OBS. PORT o 0 00 UNLESS UNDER PAVEMENT, DRIVES OR COVER c 0 0 2. 3/28/06 ADD BLD. DIM. 0 0 „ TRAVELED WAYS, WHEREIN H-20 LOADING 2. 1. DIST. BOX TO WITHSTAND H-10 LOADING 00 4 UNI S HIGH DENSITY 000 50 12 GENERAL NOTES: SHALL APPLY. ' v 9 .9 9 .q Pvc a UNLESS UNDER PAVEMENT, DRIVES OR o0 a POLYETH NE INFI TRATOR 3050 ° 0 1 FILL FILL 3. ALL PIPE CONNECTIONS AND CONCRETE » T T TRAVELED WAYS WHEREIN H-20 LOADING 0°00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° 1. THIS PLAN IS FOR DESIGN AND HIGH GROUNDWATER COMPUTATION 2-24 DIA CONCRETE MANHOLES o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o CONSTRUCTION OF THE SEWAGE 21' 84" (BASED ON TP#2) CONSTRUCTION SHALL BE WATERTIGHT. W/ METAL HANDLES BROUGHT " SHALL APPLY. LOAMY SAND LOAMY SAND 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE T 15 DISPOSAL FACILITY ONLY. 10YR 3 2 1OYR 3/2 ELEVATION AT BOTTOM OF HOLE 57.5 MORTAR. TEE TO BE UNDER g' A 8 2. PROVIDE INLET TEE OR BAFFLE WHERE 1.5' 15' 2' 15' 1.5' 2. ALL CONSTRUCTION METHODS AND / „ " i. ; 12' MIN. 5,5 OUTLETS 27 go" 0 M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR �. 35' MATERIALS SHALL CONFORM TO MASS. B g �' �1C �/ 3" �a e� ee o • . �oea T IN PUMPED SYSTEM. PLAN VIEW - LEACHING CHAMBERS D.E.P TITLE 5 AND LOCAL BOARD ttt��� � �" �"� �' 2' 3. FIRST TWO FEET OF PIPE OUT OF DIST. LOAMY SAND LOAMY SAND I b OF HEALTH REGULATIONS. 10YR 5/6 10YR 5/6 ENT 10'-6" RAISE BR Wf-_ I�4' BOTTOM ON LEVEL ` 6' MIN. 3/4" TO BOX TO BE LAID LEVEL LOAM & SEED DISTURBED AREAS 3 ORL PIPES LOCATED UNDER TRAVELED WAY SHALL BE SCHEDULE 43" 108 SEWER BRICK e_- ' -:-•: ::. STABLE BASE 1 1/2- CRUSHED 10'-0" do MORTAR 12» CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 40 OR EQUAL. EL = 67.3 EL = 62.5 777777777 NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. » „ 4. THERE ARE NO KNOWN PRIVATE WELLS 3 MAX. COMPACTED FILL 36 MAXIMUM 12 MINIMUM LOCATED WITHIN 150 FT. OF THE " 3" ,. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 0 0 0 0 0 0 000 0 0 0 0 0 » PROPOSED LEACHING FACILITY NOR PRECAST SEPTIC TANK 10 14 - o 0 0 0 �o 0 0 0 00 0 0 3 LAYER ANY KNOWN WELLS PROPOSED WITHIN 64 TPEASTONE a INLET TEE S 5-1" 30 1/2" Q HIGH 000 0 150' OF ANY KNOWN LEACHING FACILITY. C C _ 5'-2» 4�-6. 4'-0' MIN. so•eoo ON 5'-8' " 24" O O POLYETHYLENE O Q UNSUITABLE 30 0 0 DENSITY O Q 0 REMOVE 5. WITHIN LIMIT OF EXCAVATION REMOVE MED. SAND _ C 0MEUT� 15 1/2 EFFEC. Cb INFILTRATOR 3050 O Q MATERIAL FOR ALL TOPSOIL, SUBSOIL AND OTHER MED. SAND ? =' LIQUID DEPTH O O 1OYR 6 8 V-8" DEPTH O 5' ALL AROUND 10YR 6/8 / cc"s°°""ro0 IMPERVIOUS MATERIAL a _r PRECAST BOX DIST. too CHAMBER 00 IF APPLICABLE 6. REPLACE ALL EXCAVATED MATERIAL WITH MATERIAL AND DELETERIOUS SUBSTANCES. NO G.WATER e �^�� CLEAN GRANULAR SAND, FREE FROM ORGANIC NO G.WATER INDICATES � _ - 1 26" " ate:_•_:i .::�i:�:: :': a :'.�l:- ::e 168 �_ ESTIMATED „ „ 3/4 - 1 1/2 MIXTURES AND LAYERS OF DIFFERENT CLASSES EL = 60.5 EL = 57.5 - e. qe�. 47 - 50 47 SEASONAL HIGH a BOTTOM ON LEVEL STABLE BASE 3" k- WASHED STONE OF SOIL SHALL NOT BE USED. THE FILL SHALL DATE: DATE GROUND WATER PLAN VIEW " � � �•// '/r 7 1/2 P 12' NOT CONTAIN ANY MATERIAL LARGER THAN 6 MIN. 3/4 TO CROSS-SECTION VIEW 22 TWO INCHES. A SIEVE ANALYSIS, USING A #4 2/3/06 2/3/06 INDICATES 1 1/2" STONE PLAN VIEW SIEVE, SHALL BE PERFORMED ON A CROSS-SECTION OF CHAMBER REPRESENTATIVE SAMPLE OF FILL. UP TO 45% � OBSERVED BY WEIGHT OF THE FILL SAMPLE MAY BE TEST BY: TEST BY: RETAINED ON THE #4 SIEVE. SIEVE ANALYSES THE BSC GROUP, INC. THE BSC GROUP, INC. _ GROUND WATER ALSO SHALL BE PERFORMED ON THE FRACTION DESIGN CRITERIA: OF FILL SAMPLE PASSING THE #4 SIEVE. SUCH WITNESSED BY: WITNESSED BY: INDICATESANALYSES MUST DEMONSTRATE THAT THE DON DESMARAIS DON DESMARAISMATERIAL MEETS EACH OF THE FOLLOWING PERC. SPECIFICATIONS: PERC. RATE: PERC. RATE: TEST TOWN OF BARNSTABLE NEW REGULATIONS DESIGN FLOW: 100X MUST PASS #4 SIEVE _2-MIN./INCH �-MIN./INCH REQUIRE SOIL EVALUATOR TO INSPECT r (4.75 mm EFFECTIVE PARTICLE SIZE) SOIL EVALUATOR SOIL EVALUATOR INDICATES 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. 10%-100% MUST PASS #50 SIEVE CRAIG FIELD CRAIG FIELD El UNSUITABLE BOTTOM OF EXCAVATION PRIOR TO ANY f (0.30 mm EFFECTIVE PARTICLE SIZE) MATERIAL IRON PIPE 0X-20R MUST PASS #100 SIEVE INSTALLATION AND ALSO PRIOR TO FINAL / j 015 mm EFFECTIVE PARTICLE SIZE) SOIL. CLASS: SOIL CLASS: FOUND AND HELD ( 1 1 BACKFILLING. REQUIRED SEPTIC TANK: OX-5% MUST PASS #200 SIEVE LOT 106 �1 44O X 2OOX = (0.075 mm EFFECTIVE PARTICLE SIZE) 880 GAL. 7. EXISTING UTILITIES WHERE SHOWN L.T.A.R. L.T.A.R. I r: IN THE DRAWINGS ARE APPROXIMATE. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. j Qo ( �� SEPTIC TANK PROVIDED: = 1500 GAL. THE CONTRACTOR SHALL BE RESPON- SIBLEEXISTING DECK TO BE Z,�,� 28 \� 'A •oO.pz FOR PROPERLY LOCATING AND co COORDINATING THE PROPOSED CON- DATUM: A FAMILY ROOM 1 . �" STRUCTION ACTIVITY WITH DIG-SAFE DATUM: - / 1 1 SIZE OF LEACHING FACILITY REQUIRED: AND NEW DECK ARE TO j �I I \ I AND THE APPLICABLE UTILITY BE INSTALLED. I VERTICAL DATUM: ASSUMED - � 00 CONCRETE BOUND DESIGN PERC. RATE. <2 MIN. INCH COMPANY AND MAINTAINING THE P t� I EXISTING UTILITY SYSTEM IN SERVICE. ' FOUND & HELD BENCH MARK SET: TAG BOLT ON WATER HYDRANT J , r16• Z / ( ) I LONG TERM APPL. RATE 0.74 G.P.D/S.F. DIG-SAFE SHALL BE NOTIFIED PER O \ ' FAMILY ROOM j / \ THE STATE OF MASSACHUSETTS ELEV 80.00 O 17.0 ' r? � \ \ STATUTE CHAPTER 82, SECTION 409 O ` 18 X20 , \ 440 GPD + 0,74 GPD/SF = 596 S.F. AT TEL 1-888-344-7233. THE r'20 i� NEW DECK a J ENGINEER DOES NOT GUARANTEE BENCHMARK 'I'�g / O , , REMOVE EX TfiN� \Coo THEIR ACCURACY OR THAT ALL PROFILE: NOT TO SCALE N6 O- 16 x24 1000 GALLO� SEPTIC \ \� UTILITIES AND SUBSURFACE STRUCTURES FIRST PIPE LENGTH SET. HYDRANT / '� \ TANK AND E LA(rE \ SIZE OF LEACHING FACILITY PROVIDED: R ARE SHOWN. LOCATIONS AND EL.=A TO BE SET LEVEL TAG BOLT ..-� ~.,,WITH NEW 150 TAIf FOR MIN. 2' ELEV. 80.00 USE HIGH DENSITY POLYETHYLENE ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE TOP FOUNDATION CONCRETE COVERS TO WITHIN r / EXISTING �yj �`� / � �\, LEACHING CHAMBERS(4 UNITS) 12'X2'X35' EL.=78.0 6" OF FINISHED GRADE. ( / GARAGE ` �. \ CONTRACTOR SHALL VERIFY SIZE, FINISH GRADE .-,9r7` j /� N N. LOCATION AND INVERTS OF UTILITIES SWEEP TO GRADE » EL=70.0-70.9 :\ I / / /�'�'\� /�� \ �' \ \\ SIDEWALL = 2<12'+35') X 2' = 1$$ AND STRUCTURES AS REQUIRED PRIOR 4 PVC SCH 40 :\ ✓ / /Y' ! �' ^ ° \ / ~" \ ti BUTT❑M = 12' X 35' = 42O TO THE START OF CONSTRUCTION. "" 4 P SCH `� `� LEACHING CHAMBER /j \ r/ ! �' j \� #64 ~'�.> 608S,F. 8. THIS SYSTEM IS NOT DESIGNED FOR 95.2 \ 4` EXISTING 3 \ THE USE OF A GARBAGE GRINDER. p I-_� ' -- % BEDROOM DWELLING j / � \ 608 S.F X 0,74 GPD/SF = 449GPD A GARBAGE GRINDER IS NOT =E 5 OUTLET H -78- _ 1 RECOMMENDED DUE TO RECOGNIZED LOT 107 PROPOSED 4 ��.` \ ADVERSE IMPACTS TO THE LEACHING DIST. BOX I=F \' Z --� \-- 27,406f S.F. j BEDROOM DESIGN 1 / C.O. LOT 108 FACILITY. �- 8.5 SEPARATION \ �\ �--I '` ,` SEPTIC TANK �= h` / / 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION:' EST. HIGH GROUNDWATER \,_ LOCUS c 0. THE ENGINEER IS TO BE NOTIFIED OF I�O J INFORMATION ANY FIELD CHANGES THAT MAY BE REQUIRED. INVERT ELEVATIONS. �= 0 :� .-- - � _ - Q CURB t ,23 ENT OWNER: THOMAS & PATRICIA MARMEN CONCRETE BOUND FOUND & HELD �. `, ,� '' .r ,, �, _� , ,. J► yMOF �� ` -I�, / ,,,, / p�\ ;1 = TITLE REFERENCE: BOOK 19910, PAGE 34 B' TOP OF FOUNDATION 79.10 A \ --- .% �( / \ It CRAlcA. ► 657 Main Street, RT. 28 Unit 4" INVERT AT BUILDING 76.60 B �� ,, �� FIELD ► PLAN REFERENCE: 292/26 & 437/41 V. '� �\ �r I No.38o39 W. Yarmouth Massachusetts " :\ j/ , '` '` O A ASSESSORS MAP: 056 02673 4 INVERT AT SEPTIC TANK (IN) 76.10 C �= � ..- �.... _ _ � - ,,• �, ;� \'_ =\ _ . __'� i PARCEL: 026 5087788919 4" INVERT AT SEPTIC TANK (OUT) 75.85 D �: - / �' � PROPOSED 12'x35' 9 .4 " \ / SOIL ABSORPTION SYSTEM � �� ZONING DISTRICT: 4 INVERT AT DIST. BOX (IN) 68.27 E \: =\ / /� 7 C RF PROJECT TITLE: --' ,�1 - SETBACKS: FRONT 30 4" INVERT AT DIST. BOX OUT 68.10 F ' \ .--' •� (OUT) - `• :\ PROPOSED SIDE 15 \= \ 12'x35' -' PROPOSED "D" BOX REAR 15' �� = ��s � - RESERV '� '. / .3�z 9�a 6 DESIGN FOR INVERTS AT LEACHING FACILITY: MINIMUM LOT SIZE: 87,120f S.F. PROPOSED LIMITS OF = !\ O \ - = EXISTING LOT AREA: 27 406f S.F. 4" INVERT AT BEGINNING O r -Y _72- - ` L� �:' .= _ EXCAVATION. DUE TO SEWAGE DISPOSAL / DIFFERENT FILL LEVELS OVERLAY DISTRICT: AP OF LEACHING CHAMBER 68.0 G �� �' Tpfz,\,- 15 IN TP #1 & TP#2 SYSTEM UPGRADE =\�' \ _�! - •D` BOTTOM OF EXCAVATION NITROGEN SENSITIVE ELEVATION AT BOTTOM \= 1_\ s IS EXPECTED TO SLOPE ZONE: NOT A ZONE II OF LEACHING CHAMBER 66.0 H \.\ \ r,✓ 63' �N TOWARDS TP #2. SEE FEMA FLOOD #64 NOTES 5 AND 6. ZONE DISTRICT: "C" DATED 7/2/92 PANEL #250001 0018 D COTUIT BAY DR. NO OBSERVED GROUNDWATER o J - oo, ` PROPOSED OBSERVATION BOTTOM OF HOLE 57.5 J �� o� PORT (TYPICAL) LOCUS PLAN: NO SCALE COTUIT � : O = � ` Na \, \ M ASSACH U SETTS 149 r \- `\ :�\ �, ' I NOTES: VARIANCES REQUESTED. _ 28 I I 1. EXISTING SEPTIC SYSTEM PREPARED FOR: \: CHH CONCRETE BOUND LOCATION IS APPROXIMATE. LOCUS N< �`\ �� FOUND & HELD ALL COMPONENTS TO BE bi A GEORGE DAVIS BUILDERS REMOVED FROM SITE. HOFMgss Q Mr. GEORGE DAVIS NONE __)CATCHH` w 2. EXISTING IRRIGATION SYSTEM ��'� if C❑TUIT � 9 NEW VENTURE DRIVE, UNIT 7 �- BASIN \ \ TO BE RELOCATED AS �o MARK D. F- F SOUTH DENNIS DIBB �, w Q BAY REQUIRED. 0 CIVIL w Z MA 02660 -\ .o N0.45937 j DR, p N (508) 394-0832 '*.BASIN 9°�F�°'sTEa���Q a A DATE: FEBRUARY 6, 2006 BASIN ss� HALE Z J P A N vI E W COMP. DESIGN: K. HEALY FLOOR . PLANS: �-�: � � L CHECK: M. DIBB SCALE: 1' = 20 FEET ?7�Z � DRAWN: K. HEALY FIELD: D. GAZZOLO / J. McCARTIN 0 10 20 40 FT. FILE NO. 8927-SEP.DWG SEE ATTACHED DWG NO. 5697-01 SHEET 1 OF 1 JOB NO. 4-8927.00