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Home My WebLink About0024 LEONARD ROAD i I C �IIII �AE(,YCLfp�,o J 4�, UPC 12543 No 53L® MASTINGS. MN -r- i 1 - - r,. . 1 Co�s�c�P�fl�oo� � J;j ` I 11/14/14 Thomas Perry, CBO Town of Barnstable Building Division 200 Main St Hyannis, MA 02601 RE: Insulation Permits Hear Mr. Perry, This affidavit is to certify that all work completed for insulation work at 24 Leonard Rd (application#201401247) has been inspected by a certified Building Performance Institute(BPI) Inspector. All work performed meets or exceeds Federal and State requirements. p Sincerely, Conor McInerney C7 `; 4D ConserVision Energy <' q . .-. a Or co co 376 ROUTE 130,SUITE C SANDWICH,MA 02563 508-833-8384 WWW.CONSERVTODAY.COM ConsarVWan 11/14/14 Thomas Perry, CBO Town of Barnstable Building Division 200 Main St Hyannis, MA 02601 RE: Insulation Permits Dear Mr.Perry, This affidavit is to certify that all work completed for insulation work at 24 Leonard Rd (application#201400567) has been inspected by a certified Building Performance Institute(BPI) Inspector. All work performed meets or exceeds Federal and State requirements. Sincerely, Conor McInerney : Z. ConserVision Energy ®: Ma rz . 376 ROUTE 130,SUITE C SANDWICH,MA 02563 508-833-8384 WWW.CONSERVTODAY.COM ---••-•-.ftlrv-..�.ti-, +ti••y..ywF+ .T�.-wr.�..i.. ...��^tlJ�._ ._, ,. .,.. ... .._.._ _ __. .. .. - � �_ v. i .. .�.,1...-'..� '-: -r -.. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_%-%t- Parcel o�.\ W' plic of l�" Health Division Date Issued �oLk Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address U-5 ::a�� Village Owner v.- Address zy Telephone soB-'3eZ - Permit Request t.v�i�w.t.Z.1 Z A��e� ! , \C7 �-�A 6Z.f.-.P► . ►y C.y2.w �L 5�4iC.E. (a.v-_6,�..� e v y.Q-ew Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay. �?! _ o Project ValuationT'Zsoo• Construction Type ; o Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting docament tion. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure t c� Historic House: ❑Yes ❑ No On Old King's Highway: ❑�es U No � m Basement Type: 2Tull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing 7 new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 3 ICSI ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No . Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current.Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name a.".tl kfp�,) ew Telephone Number tS76%- 4%33 - J W Address 3-kce License# 7S Ea... j .�, .c-ya , r•-:w e 3 Home Improvement Contractor# -'s I Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 0 FOR OFFICIAL USE ONLY �o PLICATION# � PATE ISSUED rz> MAP/PARCEL N0. ADDRESS r, VILLAGE OWNER' , 'j DATE OF INSPECTION: � r . ` FOUNDATION FRAME � INSULATION FIREPLACE ' S ELECTRICAL: ROUGH FINAL r es PLUMBING: ROUGH FINAL ' GAS: ROUGH- FINAL r s ' FINAL BUILDING DATE CLOSED:OUT :Z ASSOCIATION PLAN NO. ` i CSSL-102778i 1 CONOR D INGllYERNEY 30 SIASCONSET-DRIVE SAGAMURE BEACH MA 02562- 08/19/2014 Office of Z`oo`sume�A(ta�rs&Bosioess"Regulahon` x HOME IMPROVEMENT CONTRACTOR Registration:, 171251 TYPei. Expiration: 3)1/2014 Partnership CONSERVE ENERGY CONOR MCINERNE-Y 376 ROUTE 130 SUITE C 4 , SANDWICH,MA•02563 z Undersieretary License or registration valid'for:ndividul useonly, before:fbe expiration date. It•found return to: Qf(ice of Consumer Affairs and,Business Regulation, 10 Parlt,Plaza-Suite 5170 Boston,MA;MJ6 Not valid w111hout signature. f i The Commonwealth of Massachusetts Print Form.., " Department of Industrial Accidents } Office of Investigations 1 Congress Street,Suite 100 Boston,MA 021.14-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le0bly Name(Business/Organization/Individual):Con-Serve Energy,Inc dba ConserVision Energy Address:376 Route 130 City/State/Zip:Sandwich, Ma 02563 Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1. ✓0 1 am a employer with 8 4. ❑ I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees. These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp•insurance.* required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing'repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.(No workers' 13. ✓❑Other Weatherization 2013 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 cheek this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. tf the subcontractors 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:Selective Insurance Col-of the SouthEast Policy#or Self-ins.Lic.#:WC7956539 Expiration Date:3/14/2014. Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1;500.00 and/or.onc-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 instuunce coverage verification. 1 do hereby certi under the outs and penalties ofper'u that the information provided above is true and correct. Si nature:L Date 3 2. 2013 Phone#:508-833-8384 Official use only. Do not write in this area,to be completed by city or town oJrciaL 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#: CONSENE-01 MVAUGHAN ACORU' DATE IYNIDDlYYYYI CERTIFICATE 4F LIABILITY INSURANCE 3I2812013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder Is an ADDITIONAL INSURED,the PORCY068)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement s PRODUCER xAYE Strafe is Business Unit Rogers&Gray Ina.-Dennis Branch . Px a 608 398-7980 1 Wk um.. 877 816.2156 South outh Dennis,MA 02880E-MAIL ADDRESS: S IMS AFFORDING COVERAGE M=e INSUasRA:.SWOCtIVEI Ins.Co.of,the.Southeast INSURED - .. INSURER 9.• .. -. Con-Serve Energy,Inc. INSWERC: dba ConserVislon Energy IxsultERo: 607 Main St Hyannis,MA 02M INSURER E: .INSURERF3 COVERAGES CERTIFICATE NUMBER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE"LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WMCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCE_D BY PAID CLAIMS. _. .. FOLICT LTR TYPE OF IMBURANCE BM wim POLICY MAHER. EFF _ -"LIMITS GENERALLMeariv EACHOCCURRENCE. $ 11000,000 A X COMMERCRLOENERALUAHLBY S2011299 311412013 3/1412014 p 3 S 100,000, CIAIMS.LIAOE OCCUR' I�DEXP am son) S '10,00 X -- - PERSOwu.awvWAM S. .. 1,000,0 GENERALAGGREOATE $ 3.000.00 GENL AGGREi11TE LWIT APPLIES PEW PRODUCTS-CCMPIOPAGG S 3,000,00 POKY LAC- S -AIJ10MOMELLIBILITY a ANY"O .B=YINJuRY(PWpW" S AULOAM.._ AUTOS 0 SCHEDULED AUTOS "80OILYn1JURY(ftacddM) S '-- IYREOAUTOS AUTOS APp R S UrwnwLAUAg OCCUR - .. EACH OCCURRENCE 3 H EXCESS LIAR CLW AGGREGATE S DEDI IL RETEMnON S WORKERSC0YPENSIATI01M ..___. . ..._ &ST- .. ATU OTH AM A AW��$ E Y)N C7856539 W1412013 3/1412014 eL FAt H ACGDENT S 600, OFFICERAIIEKIIIIIIER E)CLUDED9 MIA II ~NN) EL(ISEASE-EAEMPLOYEE s.. 600.00 OFCYERATIONSW. - _ -. .- E.LOISEASE-PC[ICYUMIT S 54010.0 I DIECRIVTIONOVOPERAMMILOWIGNSIVEMCLES(AnuLACORDtGt.AddNMd R**NW SdKA I%ffu e-p--b,apI d) EXCLUDED OFFICERS UDDER WORKERS COMPENSATION:CONOR&COURTNEY MCWERNEY"NOTE THAT BLANKET ADDITIONAL INSURED .OVERAGE APPLIES TO THE COMMERCIAL GENERALLIABILITY(IF A WRITTEN CONTRACT IS IN PLACE). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE RIBA Engineering THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1341 E gineeri Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Cranston,RI 02910 - AUTHORMEO REEPPREESSE NTATIVE 2Jr� 01988.2010 ACORD CORPORATION. An rights reserved: ACORD.26(2010105) The,ACORD name and logo are registered marks of ACORD RISE ENGINEERING Federal a Registration n o ss29 RI Contractor eglstretlon No 6186 A division of Thielsch Engineering AAA Contractor Registration No 120979 111iCT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,R102910 A (401,)784-3700 FAX(401)784-3710 CONTRACT Page 1 RI S' •E PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE CLC-RCS ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEERING DESCRIBED BELOW CUSTOMER PHONE DATE Cuent9 Eileen M Kandianis (508)362-0118 1 1/05/2013 151944 SERVICE STREET BILLING STREET 24 Leonard Road 24 Leonard Road SERVICE CITY,STATE,ZIP BILLING CITY.STATE,LP West Barnstable,MA 0 Z g West Barnstable,MA 02668 M - 6 ZG�� JOB DESCRIPTION Provide labor and materials to instatl (432)square feet of R-10 rigid Thermax insulation to the crawlspace perimeter wall up to the sill and against the band joist. $1,520.64 Provide labor and materials to install(48).linear feet of R-19 unfaced fiberglass insulation to the perimeter of the basement ceiling at the house sill. $01.20 Provide labor and materials to install R-8 faced fiberglass insulation to the exposed heating and/or cooling ducts in certain non conditioned areas. Total to be installed is(458)square feet. $1,493.08 RISE Engineering will apply all applicable,eligible incentives to this contract.You will be billed only the Net amount. for a limited time,the Cape Light Compact is offering 100%incentive-towards eligible in measures,not to exceed$4,000 per calendar year and an incentive of 100%for the Air Sealing measures. $776.23 ZD I DEC rt 1 i, 1 3 -2013 ;. Teo_taJ : $2,328.69 Utility Incentive: $2,328.69 Customer Total: $0.00 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Two Thousand Three Hundred Twenty-Eight 8t WIN Dollars $2,328.69 UPON FINAL.INSPECTION AND APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF 1%WILL BE CHARGED MONTHLY ON ANY UNPAID;-6D'CSI..ATURE E 70 DAYS.SEE E FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES -/`f- — — AUTMO -RISE ENGINEERING CUSTOMER ACCEPTANCE NOTE THIS CONTRACT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN DATE OF ACCEPTANCE ' 24- 30 ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE �J SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK V DAYS. AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE y i OrN,ER AUTHORIZATIO FORM I, (Owner's Name) owner of the property located at (Property Address) 2 a s 7 (Property Address) hereby authorize 00 (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Own is Signature Date'.-. r i i f 4 i { } f i v/ze�poo�vrraoracuea�01Q�oac1b aeff4 WxOffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found'returr!to: egistration:: 11,7.1251'. Type: Office of Consumer Affairs and Business Regulation piration:a.3M/201.6, Partnership 10 Park Plaza-Suite 5170 M i`- Boston,MA 02116 CON-SERVE ENERGY CONOR MCINERNEY:�'��-�;'�,�' 376 ROUTE 130 SUITE'G SANDWICH, MA 02563 Undersecretary Not valid without signature e a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map % Parcel o NN Application # o 1 ,; Health Division Date Issued AL Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address -&y Village Owner Address Telephone - cb*,& c.,z-- d�� Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay .Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach sup orting do umeSrtation.' Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure \c\t. Historic House: ❑Yes ❑ No On Old King's ighway~�1 Yeo ❑ No Basement Type: afFull ❑ Crawl ❑Walkout ❑ Other •• Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 00 rr. Number of Baths: Full: existing 't� new Half: existing Z new Number of Bedrooms: `-1 existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas M'O' i I ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number SDb- Address *o., f, License# Home Improvement Contractor# x- z.s k Email �w�.,� c_e.�'s�ay'�o��..a . c_o Worker's Compensation # �c.�`1'S�•3C ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE I�'L 4 g FOR OFFICIAL USE ONLY APPLICATION# t r DATE ISSUED ; h' MAP/PARCEL NO. ADDRESS VILLAGE v OWNER DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING C DATE CLOSED OUT I ASSOCIATION PLAN NO. RISE ENGINEERING Federal ID#os-0405629 RI Contractor Registration No 8186 A division of"rhielsch Engineering MA Contractor Registration No 120979) r CT Contractor Registration No 620120" 1341 Elmwood Avenue,Cranston,Rl 02910 (401)784-3700 FAX(401)784-3710 CONTRACT i Page 1 R I S E PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING CLC-RCS ENGINEERING AND THE CUSTOMER FOR WORK AS DESCRIBED aELOW CUSTOMER PHONE DATE Client! Eileen M Kandianis (508)362-01.18 1 1/05/2013 151944 SERVICE STREET BILLING STRUT 24 Leonard Road 24 Leonard Road SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP West Barnstable,MA 02537 West Barnstable,MA 02668 JOB DESCRIPTION Provide labor and materials to seal areas of your home against wasteful,excess air leakage. This worl,will be performed in concert with the use of special tools and diagnostic tests to assure that your home will be left with a healthful level of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams;weatherstripping and other products. Primary areas for sealing include air leakage to attics,basements,attached garages and other unheated areas(windows are not generally addressed.) (10)working hours. At the completion of the weatheriuttion work,and at no"additional cost to the homeowner,a final blower door and/or combustion safety analysis will be conducted by the sub-contractor to ensure the safety of the indoor air quality. $770.06 Provide labor and materials to seal beating and/or cooling ducts within designated unheated areas. This work will be performed at the rate of$75 per man per hour,which ineludes materials. (4)working hours. $300.00 Provide labor and materials to install a 6.25"layer of R-19 unfaced fiberglass batts to(1062)square feet.of attic space. $1,486.80 Provide labor and materials to install 2" FSK faced semi-rigid fiberglass board insulation to(430)square feet of kneewall area $1,423.30 Provide labor and.materials to install a 10"layer of R-37 Class I Cellulose added to(128)square feet of attic kneewall floored space. $209.92 Provide labor and materials to install ventilation chutes in(50)rafter bays to maintain-air flow. $174.50 RISE Engineering will apply all applicable,eligible incentives to this contract.You will be billed only the Net amount. For a limited time,the Cape Light Compact is offering 1006/6 incentive towards eligible insulation measures,not to exceed$4,000 per calendar year and an incentive of 100%for the Air Sealing.measures. -$823.63 S tiI V • i. 11 i r Neighborhood <<J� Health Plan NHP Prime HMO PY 25/25 Coverage Period: Beginning on or after 1/1/2014 Summary of Benefits and Coverage: What this Plan Covers & What it Costs Coverage for: All Coverage Tiers I Plan Type: HMO Does this Coverage Provide Minimum Essential Coverage? The Affordable Care Act requires most people to have health care coverage that qualifies as "minimum essential coverage." This plan or policy does provide minimum essential coverage. Does this Coverage Meet the Minimum Value Standard? The Affordable Care Act establishes a minimum value standard of benefits of a health plan. The minimum value standard is 60% (actuarial value). This health coverage does meet the minimum value standard for the benefits it provides. Language Access Services: Para obtener asistencia en Espanol,llame al 1-800-462-5449. To see examples of bon,this plan might cover costs for a sample medical situation, see the next page. Questions: Call 1-800-462-5449 (toll free) or 1-800-655-1761 (TTY) or visit us at www.nhp.org. If you aren't clear about any of the bolded terms used in this form, see the Glossary. You can view the Glossary 7 of 9 at www.nhp.org or call Customer Service at 1-800-462-5449 (toll free) or 1-800-655-1761 (TTY) to request a copy. i RISE ENGINEERING Federal.Io a os 04056zs RI Contractor Registration No 8186 A division oPThielsch Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,R102910 CONTRACT (401)784-3700 FAX(401)784-3710 CON 1 fi�l"f CT Page 2 PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE CLC-RCS ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEERING DESCRIBED BELOW CUSTOMER -- PHONE DATE LIIoma Eileen M Kandianis (508)362-0)18 1 1/05/2013 151944 SERVICE STREET > BILLING STREET 24 Leonard Road 24 Leonard Road SERVICE CITY,STATE,LP BILLING CITY,STATE,ZIP -- West Barnstable,MA 02537 West'Barnstable,MA 02668 JOB DESCRIPTION Total: $3,640.89 Utility Incentive: $3,540.89 Customer Total:. $0.00 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE V41TH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Three Thousand Five Hundred Forty 8L 89/100 Dollars $3,540.89 UPON FINAL INSPECTIOtLAND APPROVAL BY R1tV ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF I%WILL BE CHARGED MONTHLY ON ANY UNPAID BALANCE 30DAYS.SEE R FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY K SPAC AUTHOR D SIGNATURE RISE ENGINEERING ..GUST .� PT E NOTE:THIS CO CT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN .DATE OF ACCEPTANCE _. ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK DAYS. AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE. I _ ..LL I Neigghborhood HeczlthPinri NHP Prime HMO PY 25/25 Coverage Period: Beginning on or after 1/1/2014 Summary of Benefits and Coverage: What this Plan Covers &What it Costs Coverage for: All Coverage Tiers I Plan Type: HMO Excluded Services & Other Covered Services: Services Your Plan Does NOT Cover (This isn't a complete list. Check your policy or plan document for other excluded services.) • Acupuncture • Extraction of infected or impacted wisdom • Non-emergency care when traveling outside • Cosmetic surgery teeth (except when in a hospital setting) the U.S. • Long-term care • Private-du in • Dental care—adult (you may have coverage g- �'nursing under a separate dental plan) Other Covered Services (This isn't a complete list. Check your policy or plan document for other covered services and your costs for these services.) • Bariatric surgery • Hearing aids (age 21 and younger, covered up • Routine foot care (only for patients with • Chiropractic care to $2,000 per ear every 36 months) certain medical conditions) • Infertility treatment • Weight loss program (coverage for six months • Routine eye care (adult) of membership fees in a Jenny Craig or Weight Watchers program for either a covered Subscriber or one covered Dependent) Your Rights to Continue Coverage: If you lose coverage under the plan, then, depending upon the circumstances,Federal and State laws may provide protections that allow you to keep health coverage. Any such rights may be limited in duration and will require you to pay a premium,which may be significantly higher than the premium you pay while covered under the plan. Other limitations on your rights to continue coverage may also apply. For more information on your rights to continue coverage, contact the plan at 1-800-462-5449. You may also contact your state insurance department, the U.S. Department of Labor, Employee Benefits Security Administration at 1-866-444-3272 or www.dol.gov/ebsa, or the U.S. Department of Health and Human Services at 1-877-267-2323 x61565 or-,v,,v,,v.cciio.cros.gov. Your Grievance and Appeals Rights: If you have a complaint or are dissatisfied with a denial of coverage for claims under your plan,you may be able to appeal or file a grievance. For questions about your rights, this notice, or assistance,you can contact Customer Service at 1-800-462-5449 (toll free) or 1-800-655-1761 (TTY). Questions: Call 1-800-462-5449 (toll free) or 1-800-655-1761 (TTY) or visit us at www.nhp.oM. If you aren't clear about any of the bolded terms used in this form, see the Glossary. You can view the Glossary 6 of 9 at www.nhp.org or call Customer Service at 1-800-462-5449 (toll free) or 1-800-655-1761 (TTY) to request a copy. OWNER AUTHORIZATION FORM (Owner's Name) owner of the property located at (Property Address) (Property Address) hereby authorize (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work.on my property. Own is Signature Date.`> Neighborhood <<J' He dthPlcnri NHP Prime HMO PY 25/25 Coverage Period: Beginning on or after 1/1/2014 Summary of Benefits and Coverage: What this Plan Covers & What it Costs Coverage for: All Coverage Tiers I Plan Type: HMO MedicalYour cost if you use an Common Limitations & Exceptions 1 Out-of-network Services You May Need In-networkProvider Provider Rehabilitation therapy coverage limits Habilitation services $25 copay/visit Not covered apply. Your cost and coverage limits waived for early intervention services for eligible children. Skilled nursing care $250 copay/admission Not covered Covered up to 100 days per plan year. May require prior authorization. If you need help May require prior authorization. No recovering or have Durable medical equipment 20% coinsurance Not covered charge for electric breast pump (one other special health per lifetime). needs Hospice service No charge Not covered May require prior authorization Eye exam $25 copay/visit Not covered One eye exam every 12 months per child covered under this plan If your child needs Glasses Not covered Not covered ---none--- dental or eye care Limited to children under age 18 with Dental check-up No charge Not covered a cleft palate/cleft lip condition. You may have coverage under a separate dental plan. I Questions: Call 1-800-462-5449 (toll free) or 1-800-655-1761 (TTY) or visit us at www.nhp.otg. If you aren't clear about any of the bolded terms used in this form, see the Glossary. You can view the Glossary 5 of 9 at www.nhp.org or call Customer Service at 1-800-462-5449 (toll free) or 1-800-655-1761 (TTY) to request a copy. f CSSL-102778 11 CONOR D MCINERNEY A ilk. 39 SIASCONSET DRIVE SAGAMORE BEACH MA 02562 08/19/2014 Office ott~onsoritcr Affi rs&Bu"sieess Regulation' HOME IMPROVEMENT CONTRACTOR Registration: 171251 Type: Expiration: 3/1/2014 Partnership CONSERVE ENERGY CONOR MCINERNEY 376 ROUTE 130 SUITE C SANDWICH,MA 02563 Undersecretary License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 Not valid without signature J i COMBUSTION SAFETY I Post Test Date: Site ID: POST-TEST WORST CASE CONDITIONS NATURAL CONDITIONS(IF NECESSARY) Ext.Temp: _°F Min.Draft:_`___ If any appliance fails draft or spillage under worst case wnditions.the pa. (ExTERM TEMP a 40)-2.75 appliance must be re-tested under natural conditions. Turn off all exhaust CAZ baseline pressure WRT outside _--__Pa• fans.open interior doors.allow the Due pipe to cool.and repreat the test. CAZ worst Case pressure WRT outside ____pa. If any appliance fails under natural conditions,no work can be done. Total change in pressure --____Pa. If Co measures above 100ppm on any test,no work can be done. DHW DHW CO of undiluted flue gas _____1_____PPm CO of undiluted flue gas -------I—.___-_PPm Draft _pa. Pass Spillage Test Y I N Draft ___pa. Pass Spillage Test Y I N Draft with Heating System firing _pa. Draft with Heating System firing pa. Heating System Heating System CO of undiluted flue gas / I__I___ppm CO of undiluted flue gas----i____1----1___PPm Draft Pa. Pass Spillage Test Y I N Draft -----pa. Pass Spillage Test Y I N Ambient CO (Monitor Co throughout the test and record results) Ambient CO- CAZ---------ppm Living Sp._____---ppm CAZ _PPm Living Sp._____---ppm Dryer Ot : Notes: Comments: Bath Fans Q : Notes: Kit.Fans Dry: Notes: Air Handlers Oty: Notes: Doors Note requirements for-Stop work-and"Emergency"lest results. Test the oven and/or dryer only if they were not tested at a previous visit. Gas Oven CO Test:Test undiluted sample inside Gas Dryer CO Test: Turn dryer on to highest heat exhaust port while oven is operating at steady state. setting and test at exhaust port after five minutes. Oven CO: _ppm Ambient CO:____ppm Dryer CO:___ppm Ambient CO:_ ppm See Level I and Level II protocols for fail limits Limit is 100 ppm Note any additional non-standard equipment, testing conditions or testing results TEST RESULT(circle): PASS FAIL* STOP* TESTER'S INITIALS:______ •aI failures muss be disclosed to the customer in writing,with one copy retained for CSG%records The Commonwealth of Massachusetts Print Form,,-. Department of Industrial Accidents Office of In vestigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/ludividual):Con-Serve Energy,Inc dba ConserVision Energy Address:376 Route 130 City/State/Zip:Sandwich, Ma 02563 Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 8 4. ❑ 1 am a general contractor and 1 6. ❑New construction employees(full and/or part-time).' have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees. These sub-contractors have g. ❑ Demolition workingfor in aci employees and have workers' me any capacity.ty• 9. ❑Building addition [No workers'comp.insurance comp. insurance.. required.] S. ❑ We are a corporation and its 10.❑Electrical repairs or additions -3.❑ I am a homeowner doing all work officers have exercised their l l_❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no Weatherization 2013 employees.[No workers' 13. ✓❑Other comp.insurance required.] •Any applicant that checks box fill 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-contractofs and-state whether or not those entities have employees. tf the sub-contractors have employees,they must provide their workers'cutup.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:Selective Insurance Co.of the SouthEast Policy#or Self-ins.Lic.#:WC7956539 Expiration Date:3/l4/2014 Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can:lead to the imposition of criminal.penalties of a fine up to$1,500M 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 certi under the ains and enalties o er'u that the information provided above is true and correct Si tune: , Date 3 2 2013 Phone#:508-833-8384 Official use only. Do not write in this area,to be completed by city or town ojrciaL City or Town: PermittLicense# 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#: I part I General Name Address of Residence: C®nor Wnevnw, LEA®AP *3?H Rol 130,�it114.G,S,.o'uiwich,W 02563 Date of Installation: I'.50P,833-133E-9 o c;:33£9-832-2023 F•unnwt'si�txn>.Smvb�l;!V•txnrt a WW1N.c0051ifVtgrhly.L'lltq Para 2 - Areas Insua >ted FLOORS c iERuNGS Sq-F0 WALLS Type off Insulstion: Type of Insulatio®: 'Type off Insulation: nanuffaacturer: Manuffaadgtvaerer: manuffaacturer: 18-Rlaalae®Instaslleal A�oaan>Y Ieestalle�l I8-value Installed Amount Installed Rt a4lue lostaal0ed Aaa Oust ftstafllled (#Bags) (##Bags) (#Bags) Fand o>m that the residence identified in Part 1 was in �s specified ii� cert><fy tlAtion was conducted conformance to applicable Codes, standards, and Itegdlat>tons. signature ThisCertificatemustdi®atm�leteal and lA�adjacent t®the eleQtaieafl)��nel• • �1 CONSENE-01 MVAUGHAN ACORU' DATE IWIMOMM CERTIFICATE OF LIABILITY INSURANCE 3126/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. WIPORTANT. If the certificate holder N an ADDITIONAL INSURED,the policy (Ies)moat be endorsed. U SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may fequlre an endorsement A statement on this certificate does not confer rights to the cerdfieate holder In Ileu of such endorsement e PRODUCER CONTACT NAME:— Strafe g IC Business Unit RR��pp��re A Gray Ins.-Dennis Branch FWONe 608 FAX 877 818.2166 43�Rm 134 South Dennis,NIA 02980 aoMAIL INREes M AFFORMNO COVERAGE ...- NAIL I INSVRERA:SelectiV0 Ins.Co.of the Southeast. INSURED -. ...INSURER ei Con-Serve Energy.Inc. INS w+ERC: dba ConsetVlsion Energy 507 Mein S u+erlRERo: t Hyannis.MA 02601 wsURERE: ..INSURER F i COVERAGES CERTIFICATE NUMBER: REVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVEBEEN ISSUED TO THE INSURED NAMED.ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE.MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS;. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. VAR ADM SUM L TYPESWSURANCE POLICY NUMBER FOLIcyEFT LIMITS GE ERALLMSIM EACHOCCURRE1lCE. E ..11000, A X oaaMERaLLcENERALL1a9Lrry 1299 3114P1013 3M4M014 PREMISES ROMO wwn s 100,000 txNtS•uADE�X OCCUR' bED EXP am eW s 10,00 PERSONA IADVINJURY s.- _ 1.000,0 GENERAL AGGREGATE $ 3.000,00 , GENLA613FtBBATEWITAPPUESOM- PRODUCTS-COMPiOPAGG $ 3,000,00 PD X UIY LOC $ AUMOINUELMDRUIrr ANYAUTO .e0nILYINJU"(13"Fe ms" S . ALL OAKEO HSCKWUMD l�a ul $ - AUTOS AUTOS BODILYINJuRY HWEDAUTOS NONONPIEO P R S OWGE UJIUMIE AUAB OCCUR -- EACH OCCURRENCE S E7ICESSUm Hcuws4vlx AGGREGATE - S . DED RETENnON YroRrostaCOIIPENeA7r011 ATU- OTH. A AwRrePtAYerls,t�AettrrY - Y"rN afl07956639 3H412013 3/14/2014 E.LEACH bWENT E 600, 00( 0FROERAIIENSER ® NIA inNal E.LDISEASE-EAEMPLOYE E E.. .600.00 II AlclID OFO��ERADONSOebr E.LDISEASE-POLDYUMIr E 500,0 I - E OESCRlD110N OP OPERATMINa 1LOG710NS I V9epES tADaCL ACORD tet,AddYfo,W Ranfrks M IT maw scar+la.pAno > -EXCLUDED OFFICERS UDDER WORKERS COMPENSATION.CONOR S COURTNEY MCINERNEY"NOTE THAT BLANKET ADDITIONAL INSURED OVERAGE APPLIES 70 THE COMNERCIAL GENERAL LIABILITY(IF A WRITTEN CONTRACT IS IN PLACE). CERTIFICATE HOLDER CANCELLATION : SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Rise Engineering THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1341 Elmwood Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Cranston,R102910 AUTHORIZED RE'PRESENTAT1Ve - .. 01988.2010 ACORD CORPORATION. AU rights reserved: ACORO2e(2010165) The ACORD name and logo are registered,merles of ACORD I ' r - • •Y CIE F INSUL NoI�T m Part I m General Address of Residence. Name Conor Wnerney, LEE®AP Date of Installation: ° 376 FlQUtP 130.�itln�?("$mnttvikh,Ma 025M 501433-836.1°('•1,39-832.2C23 ° �•c»iunciiKxn�.xnwG�d;�y,ann°www.ruir;wvturlay.cum Part 2 d A.r°eas g®SUA-steel CEILINGS Sq.Ft.) FLOORS Sq. Ft.) WALLS Sq. ]F0 Type of Insulation: Type of Insulation: Type Of Insulation: a Manufacturer: nanfa�tanren': �a �tctDuer: �— IS-�alea�Installed At�noatuat IInasta@fled 11 _Quae IInnstalled Am6u nt installed IIt-V�flnne�anst�@bed Aert�oau®t Installed (#Bags) (#��s) (#Bags) Part 3 m cerfiffaeaflob I, certify that the residence identified in Part 1 was insulated As specified iti Part 2 and the installation was conducted in conformance to applicable Codes, Standards, and R.egdlations. Signature This tCcertflffieate.must be toetmpfleted and prominently meted adjacent to the electrical p4nel- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map [3(o Parcel O f O 1. Application #020 60 �Y /Health'Division Date Issued { n Conservation Division Application Fee J Planning Dept: 7.Permit Fee 3 ' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 2 L EL)NAAD R oA b Village Wfs-f YA(ZtNsTPa:S _F- MN :•D2LL � i Owner I MoTI-ly AAA l EEN {� kA 0Dj#9N iS Address 2V IFoNAa_� R4. i o.J agieofTAQIE. Mfg Telephone 4'0� 3 6Z - D!J 8 Permit Request 1)Envl►S14 FXirTiN A P-A 9-p Cv"J's-,RAJ 32'X21' C-iy9AQPwizIJ 13F,b200,% AB0VC/ (I+TTA- Eb To F,� Ao� �-o•MC-)� AND Wr XEt S�o24s-c Nr, 12' �22`°:Plans �c�s��E Show., Square feet:l st floor: existing 220l proposed D 2nd floor: existing 71proposed Total new Y2 I Zoning District r Flood Plain PO Groundwater Overlay u Project Valuation 70 DDD Construction Type W&pti (=2or► Lot Size o Q 3 A C-AE S Grandfathered:. U Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure S Historic House: ❑Yes X No On Old King's Highway: XYes ❑ No Basement Type: ,Full WCrawl , Walkout ❑ Other'SI-A-8 J21 S G) (►337 S tIygsF) Basement Finished Area sq.ft.) Basement Unfinished Area (sq.ft) 220 b Number of Baths: Full: existing new i' Half: existing 2 new J6 Number of Bedrooms: 3 existing 1 new Total Room Count (not including baths): existing _ new First Floor Room Count .S Heat Type and Fuel: ❑ Gas .,4 Oil ❑ Electric ❑ Other Central Air: XYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ N Attached garage: existing ❑ new size _Shed: ❑ existing ❑ Ew S�o/xrscj`E �A1new size _ Other: A tTACN6fl -M-7 A-RAge— Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ N J A Commercial ❑Yes A No If yes, site plan review# -a Current Use 91.N,q 1r FA a�c14 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ca Name _rI M oT IA1 TA R A b 1 A N k S Telephone Number u1EST Address '2`F Lep A t,9 �A b A RO sTA 9l 6266 8 License # PIA Home Improvement Contractor# Worker's Compensation # 4n ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO '8DU R a E ro/zWoop AMP f, A ,LAt4b9*g f02 G.4tA rA+eM Al SIGNATUR E DATE S IS 12-0 1 ly. . FOR'OFFICIAL USE ONLY "APPLICATION# ` DATE ISSUED j MAP/PARCEL N0. ADDRESS VILLAGE s` OWNER' + DATE OF INSPECTION: FOUNDATION . zeo FRAME - a ` y/s l��i0�CI77 INSULATION le z M1 FIREPLACE A ELECTRICAL: ROUGH - FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1#1 B9, 02 lc9 PM DATE CLOSED OUT ASSOCIATION PLAN NO ''i I• I: BARNSTABLE *DATA' 13UILDING DEPT. ,i FIRE DEPARTMENT I �� 1'F • .. - DATE IMP \° a r, °yeas ■I®ICI ,,u"' f� °° ° • ' • ' . ,� �j"ga _..��., - --- t':`�i ' �' x; it 'ti,•• • • � i N;c� ME BUILDING CODE REQUIRES THE Uou" �I�Ir1 ,�I�I_ �I_I■ x -- r11 MINIMuw� �I�I! �inlll�IOIi I�r�j■I� minim fir■ ■i■'■ I■i■ :..■ ■loi C■ i 1 11 t�mm°•mms••��.u■rorre�r•r� I_. ��_�_�a�r..��.—�.av��wM��i � ■�®� �lliY6x !i d — —_ —_ rlr ■_�..ee �ee� _sre■w� ... .�.-_,..--�. !i•1•�11(A __ _. � ..w..�s �I�I� _■�_ ■■, -v' �_' _■I�(i_ _!� ��1�� = v ---i �■■■� Asap— � � '�."1■ �il■l��l�l■I■I!I■ICI■I■I■� ®eam ��I!!®I■I■I■!®I®I■'■I®I■!®17 r■ .11� ou�a� rr• .°��•e�W _ _ ■� ■I■,■ I — •m�rl®A — -- --- - u :Irri�Wr = . —_el■rr�■� ■I■I■ _•_ _ e�_ I ■I,li = �m I Awwa■ eoA , at1 — -- �Ieua ®�■■i= ■I■I■ INil i v ® � IN IWArwr _I®li ■lil�i i Iimute n �� =®■ ®®.vela ms e•a� =MImi ■= ■�I� _MW■, ( Ir.1 ®I■li ii■ ■li!i 5 : I■IMI ; ' �iei■® r�°ii -= I® I =a' ®m�a i '' '�rii■ = II s =Bil �= ®�I� �® 1..— YID'®II� ®lid :I I =— = Ioi_® i =®e __ ' erelam�s err ee1�■wl —■— =®.® I �e= I ®■ICI■ �Rio A= I �'°�c.��e._�®r•�o I ___ '�_ �..—= W I I ��®I�-� I ��F � I� I��e :�I®I�u�•�� '� ---A�e��mArwat■Ai■W■A■w� r pB- es�e■6s � 11-5.111. ®i —'1! 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Co. Pi► 1`L FI�EATE� 9 -L-T• _ .. �_ ALL'-COi�.I'�7Tfl.1GT(-pr�l '�HA'1_L_' BE IN'.CON�OP�MAtiI'Cc"w(TN.t ' �^115�7�+G�IU-�.E'IT�j' .STATE ��II;LD�tii'Cj' COflE �r`it� A`� ;l.oC-A, : `N.iNDo>v . .- S.G►tEQ'ULE 2:,4LL .D-r+:nelaSlON_6,-►A�� 0:E' �%'C-.Pj"iF'l'EO BYTt 11_'OwXiEFSS.At.IO 1-1.1G l_rJeaj .L A .t:0(J-r 5A.t-TOF''5 PF.) JC> To-.THE *rAST of OpE O.UAt4. CTL.455.5.6zE r>pugi.1 0Pt4fi GoI.iSTv,u�Tl oN 'rw 4 �/�' �A r.l 0 -22 `` '' n - C.r7..��1v. T 2 C 2 LSTFLOC)F)loPOFw,�+OO�+J•l'-4• G - - ---I_._ :' :2 3"'x Zt 'slit'.:`�.`=.2'� x.. 4•;.¢7/' ..ANO E.P>h El.d T�� IL 4-4- IL -2 Su t'Poo�t �tUtl�our - 8 NO:EgSEN Tw.2d42 -3 _:. ..... A �U P P b4yT �:Atlt:ttowl �, SSA .2--8. .._ . .ANDEg51<-Ia.::. :aye.281 CTAO�E-Wiwloow OZ WIL IA 0. 9G -1 '-'4" ocF oc FrLoog " N BISHOP rn IIL 0 1 d -1 pP70PoAt3AC7ti ACQOTtDA1 5,:.3./4 AND'E.P�,_`�.E_wd=.: 81 o STRUCTURAL In _k�'f,A�A►t�IA.1�tt..�7 NNW No.29488 R-A---- ""'E_Q':i.1.�a x 9F6ISTERF� ��' . - _••- y�J;_= .�,!S_ra. 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FLOOF3 PLAN, 6G ALE < Y+II PFSoPcSED ADd'nowafpSEuov.�t KAt�o 1 AN l5 PSESICP1JG,t` . W G T C?•P�N O 0l8 NA . FIs�S'r 11COf3 .PL.Atn! py 'J'Ju av pwc� "0 L ,MA I �C4{N►6N lC2- O X-r E �- cl-2.0do G'-ck ta'-9" Cn'-9" ¢F�O.rjTS �.�I GAP W � U - - j MEW 00P BECK ,A . :rl,a u c! ul 10 IL ------------- 00 _.—........ ---..... ........ ---- AL — — •• — -- --- — s TriNg AREA .........._ .. _. -.... -- -- -5'K"EEw�.l rj KNEE WAl_ _• - - - — ---'-- -- --- --- . o -- • 1 N o-rEg j %OtAFOAM ANC_r WITHI: MA'i:AG-�u lq.•� t. AL,L GON iT - � STt,TE ev��.On.-tCj CooE ANpA�t_ t_ cA��'O..'v..i o ,Z• A�-L I7:MEh1SlOti$ $MALL it.C �lEP.lr:l=G C.•r ?l:� ."�v/I.li_-F3iAN0 CEIJLY.A'- �,-oa 342_ E X I STIIJ":� F,GS'OENCE •r� SECOND . FLOOD P1-AFJ SCALE = t4` - 1,-01, 1;ANUTAwI Utz.toCt DPSAWTI BY f"W9 .1Jo_ a IF. -4„ • NOTE 5 1..4L1— GOtJ ST P,UCTlO°.1 SNA`�- Bt 1h�1 GOt.1FOg w�NGE `wl(T41 L. M A�i`•A��•'J= —\I'�• ;r-ATL FrUI L.O (71 1- I r I r. ?� �1_l.- OIMENSIn,_lS i1.:Al-�• �1:. vL..Y,[r••IC..G my T-+E Mti�-t•_F'.i L � L_ I I _ 1 L-1 I--1 � 1 � � _ �EU(_P:Lt_. c•�til-r-P_A.��:�c,s-� PFS,oP, TU �"!-ll: il-1�o.,.„. r'.. ;i 3� INOIIr/�T't:'� 1.'416T11+IC =V -T - t0'11 GONCo,ET•E PIEP.(o' -' II.�OIGATES wit`^! �:'�15TP.UG—ION. 2'- f 14"OP. �. ALL- t Oupjo&- Io,,-1 T=ooTwC((: :�1s`-- 2E �f�u`!O♦`U Cl/l r d h POOTI>`.111 CT`(P.�. l,yNOISTUV.OE� iiUITAE.t_E t• -_ I1 -- — C-1 w.' I - a) ,t �" CONC-.SLAG — -' — — — P Y -�.-G STUD wn._a_ S I UT OOOP,WA''. _ F.y I )-T i 1�1 C- A�A�1�_ Su Gorlcoa,.i r I 0 0 �l:l I :y F'JUN U�-C'•`..l 1 � � � il.✓a E�`.,I'� I IC GUT cdi� -LCI I N twsn'I% 1 Y OPEwI� I_ FOur.+GATIo*1 wsLL l T L - - - --I OP10P DOTro.— .. OF 'FOOTIAIG DOWN •�'-0'. EE 1 D" GO GF,ECE F' OUNDAT ION PLAN S GALE : 4° 1'-0' ot IT T � I 1 � � ( f�At•lV It t,l/i �:(-G•-IGEI•(::C- 1 9'- O'1 91-Ou FnUwl.GA1 IO>;-L PLAf.I \/AT IO.�.J Ay EL.E�//�:.T ON "B� _ ELEUA-F1ON SCALE. 1/4' �GAI_r� .1/4' cl-O SGh�E y�4/•1 ' 0' cfa� � ►/-N!:.N*!',Ewl•_.Z ` r AEG GEDAFy SNIN�t_E5 tntGP>O-LfaM gI1DC�E ,;.,,..n \�.. 1 t •. 2x to 3, PSA >5 C�'+ tom' o.G, - -1 ..-- 2x 10 C. 01dO G 'Z 1 — �12 CO Y S NEATH+wlC-t -' _Goa'fIN+DUS SOFFIT .iE1.1T PSEO GE UA►': %41��.iy•_Gi PiE.MO�/E ExIS"n►.t J '� \ �I2tl �K SµEATH+NCB ..� Root' St-OPLTO MATT�t W R� WµIT� GE�AFSiN,NGL �j ExIST�NC-1 �dPYF',oy �I (+Z�� E:OA Ci 1�C�E l f P>AI=T->= > 0 ` \ 4x4-P05T5 I2 r- 2�45TU06 - 2xIO CE1L1�C� Jo1`ii�/@I(o"o;t \ gVI49 O.G. -IK4 pECw-lwl.i { FSED CES7AR SN�N CIt�S� Lx 0�lat1 L��, -�- i R - ;� TILT - -2r 10_lo1�jT5Go 14'J-G. Z —Ix 4- 0 DLCK+�y N 2�45Tu>7, 3` o° n 2ac _I015T; (� !G'o R Iq 4='y11,0 WP�L t tT. To M ATCN E,1�t•��'twlC� W 3-2rt 10 BEA.v-A 1 \2 oOG5T5 CZtAt.,.(1(_ 1 14`0P. Foor�n�t� I �- -- ° i SECT ION A,-Alfi S� GT I OtIl 6 - `3 S ECT I Ot•l G - C 6GAI E - y4"a\._o. 6GA�E 4 1`_0 ,_4. 5 GAl E �14,.n SMOKE S NELr' • NOTES +1 6` , � j _� {]AMPEpS i.' At_t_ GOn1STF,�+GT ,0w! CO�AT:'OP>MAw1CL wl 'TAF_ ►^gSSACN�S�-aS i' _�•��e� I�iT LATE �U\t_�,�.iy CODE .o.w10 2. AI_1_ 01i.AEtJS10+ly 51�taLl pE vEq�atEO By THE c�ww,EP>y laNl� GOaTP,AGTOP> pv>tOp '1 o Tµ E TAP,T Oc CAaf, 1 v,U C_1 IOti1. 11 /� 3. At-l_ Fowjo&T-10�-1 F=00T�ac� illy,-_�_ icSE FOUNGi_Cr Oa UaOISTUP,r�r=j7 I F I FEE PL AC E P L. AN ,vyc eP.kc,S i SGALE SIB = \'-O° 14 Etav-r,4 WIQJ Ow SCWF-OULF- DOC)R SGUE0ULE CODE QUAt-3. �A5551ZE P,OU T(11.1 OPW'1 CAA LOG vQU�gEP, F%E"Av�KS GOOF QUAtl SIZE TYPE Ci DES U� P,Et,�\n,P,KS 4� A Co IV', ZINA, z-Zya'- 4-5'/4' A.WOEiiSEN -I'`" Z04-q- SGEFJOTE 1 1 1 1 2•lo�x(o-L" µIaC�EO G PA.N1Et_ ! B I zn". 21's/[ 5 4'--4-5' A.aOEP>SEwi T 2442 3 2 I 3'_o"x C.-O' PoGKET Ili t_T• i G I - ��'< 4'-9/4• ANOeP5Ewr Tw 2o-0"P5G44-ZD 3 1 2-4" Ci l.' POG wJE KST G PA. L o I 19"■ 23 z-2 ve'x -4'-9 y4 ANOEPS 5E" Tw 2041. 4 1 3'-o'x ta-�' N lwr Ev I5 t_T- G N I M N E�C sac T � ON Y4 ANoE1,SmN Tw 54410 5 +PA>• x (,'-!o' 61Fo�D F 1 Z&310 (h-3,' 3'-G�a'� 1!1154r CTI4 5+ j G I PIS, EO FP>E\JCH +q"Y 25+5/a 2-ZyBx 5�-I �� AvJOEP>SEtJ Tw Zo410 i 1 7PE'>. gIPARTINg C. Pt►NEt_ H 3 31 !a'K14 3_o/Z'v 2•os/A ANOEP>SEnl ASI G4gAC�E 8 lQgF-O 4-twiQgSET,2Pu < I I 213 2-4-1/81,r F*716 A,t.I OEp>y E 1J Aw LS I Z�FL ooFS 10 ! q'�o". L-d' H 1U LO Sw+N�rS� 3PNt_ STt_ {, OIAwItS P,ES\ c�cE J 1 31'�Di24' 2=d'/e" ANDER>SET.1 A�+�.31 $4yEMEw1T 11 2 3'-0,YL,-A, N1a E�7 q LT t E d MOTES � ) 2.�- LE.OtiAv,O R� h1EwW,wtOowS TD ►,gyTGN EK+5TINC�: FRour w+�.JpDw�j �Vfp51�y SIZE. WEST e.>L�,w'iTass � 1 Z i PPS. 3'-0"� o'-a' SIP�sp'.ntlCj G P+.t ip-1 STL- I�j Z 9'-o"x0-B •SLI��N 3Pat- SuDFcg SEGTIOt�iZj �F SGt-IEOULE NOTES; DFSevtN �`� Ow4.ao. A, N(tclaal Eel-wc I fldTE �' 9-Z000 t. t .` T i WILLIAM O. BISHOP Structural Engineer I 5263 WYLIE LANE PORT CHARLOTTE, FL 33981 TEL 508-328-5544 FAX:941-697-9867 � a CQ July 2, 2010 -" d� i W i ) Ms. Anne Michniewicz 2 Hearthstone Drive East Sandwich, MA 02563 RE: Randianis Residence 24 Leonard Road West Barnstable, MA Rafter/Wall/Sheathing Construction Dear Ms. Michniewicz; I have reviewed the as-built condition of the rafter-to-wall and supporting wall/sheathing construction as depicted on the attached sketch. Based upon my analysis of this construction condition, it is my opinion that it is adequate to safely transmit loads for dead, snow and wind as required for both shear and uplift. I trust that this addresses your inquiry. Please call me at your conve nce if you have any questions. Very t 1 y urs, Wil iam isho , PE Str ct 1 ngin er OE IVIgSs9c WILLIAM 0. tiG stiop c STRUCTURAL y No.29488 ��FFSS100-�G PROJECT UV lu I5Gl LS1 VJWLJJQ, DATE SUBJECT PAGE , W2, SA i� i i 314; 7T ,h)l P/w oBd 3" Cc �Uv S`TuOS ti�� 9c � gISH�Rp1. y o S�Ho An Introduction to VERSA-LAM® Products When you specify VERSA-LAM®laminated veneer headers/beams, you are building quality into your design. They are excellent as floor and roof framing supports or as headers for doors, windows and garage doors and columns. Because they have no camber, VERSA-LAM® LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. M° ° P Own ° A(Wwe 0 ' e 0 Scope: This work includes the complete code evaluation service's report and Storage and Installation: VERSA-LAM® furnishing and installation of all VERSA- section properties based upon standard beams, if stored prior to erection, shall be LAM®beams as shown on the drawings, engineering principles. Verification of stored on stickers spaced a maximum of herein specified and necessary to design of the VERSA-LAM®beams by 15 ft. apart. Beams shall be stored on a complete the work. complete calculations shall be available dry, level surface and protected from the upon request. weather.They shall be handled with care Materials: Southern Pine or Douglas so they are not damaged. fir veneers, laminated in a press with Drawings: Additional drawings VERSA-LAM®beams are to be installed in all grain parallel with the length of the showing layout and detail necessary accordance with the plans and Boise EWP's member. Glues used in lamination are for determining fit and placement in the Installation Guide.Temporary construction phenol formaldehyde and isocyanate buildings are(are not)to be provided by loads which cause stresses beyond design exterior-type adhesives which comply with the supplier. limits are not permitted. Erection bracing ASTM D2559. shall be provided to assure adequate lateral Fabrication: VERSA-LAM®beams support for the individual beams and the Design: VERSA-LAM®beams shall be shall be manufactured in a plant entire system until the sheathing material sized and detailed to fit the dimensions evaluated for fabrication by the governing has been applied. and loads indicated on the plans. All code evaluation service and under the Codes: VERSA-LAM®beams shall designs shall be in accordance with allow- supervision of a third-party inspection be evaluated by a model code evaluation able values developed in accordance with agency listed by the corresponding service. ASTM D5456 and listed in the governing evaluation service. C_ ° 0 e0 ') 0 h ° ° owe Notes See Note 3 1.Square and rectangular holes are not permitted. 2.Round holes may be drilled or cut with a hole saw '/a Depth anywhere within the shaded area of the beam. p Q '/a Depth 3.The horizontal distance between adjacent holes must be at least two times the size of the larger hole. '/a Depth 4.Do not drill more than three access holes in any four foot long section of beam. '/a span '/a Span 5.The maximum round hole diameter permitted is: End Bearing Intermediate Bearing Beam Depth Max.Hole Diameter 6.These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are W/2" 3/4" governed by the provisions of the National Design Specification"for 71l4" ill Wood Construction. 91/4"and greater 2" 7.Beams deflect under load. Size holes to provide clearance where required. 8.This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes,contact Boise EWP Engineering. ALLJOIST°Specifier Guide-UNITED STATES 10/15/09 Ot'liu OF B"i'lNSTABLE �'-r' ;, L. 15 PH 3: 43 ' J r _''r C. J ( - "- "�-.: .Y4tMKas.,+'atcr;-�;K.`.w�-•:..�•�..._+.►t��-'.L. , .1-•is'�:-�.:v-�-'..,--e..w."'`�,�CYi+wrn++ivr.MM9i3+•"� _.... Town of Barnstable BARNSTABLE; Regulatory Services . MASS. t6}9• �0 Building Division prEO MP'e, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 - Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 2 y L e pN,reh /�$ Permit Number O l Z) 2!Z8 Owner Builder One notice to remain on job site, one notice on file in Building Department. a , The following items need correcting: Q0 60T -f-o 19 vet A t,[. oK� IciWE 19t0CW 5TA1to -snei uC "R 41:5AU. R0' s �1v -g:j�•sc LC-F-r SI-DE of -?Z f) �o Q ki �l;C l - Q c-OC C A& Ono �r to 5 ojp� Please'call: 508-862-44H for re-i spec ion. Inspected by / Date -� , I - cF THE tp� Town of Barnstable - a Regulatory Services &AMSraar.e. ; Thomas F.Geiler,Director MASS. 9q, 1639• �� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ' www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION ] Please Print DATE: 5 1 s/ 7-0)0 JOB LOCATION: 24 LE0NAR0 e-O WEST JARPS-TAI)IE Mn o?_U9. number Q street village ..HOMEOWNER": l ) M�1 Hj 1 .KA(4DIAPIS 3 L`_ —0`) R name home phone# work phone# CURRENT MAILING ADDRESS: 2.4 LRO M A-20 R0 4 0 13Es:1 BA2N Sf4la LrC MA m2�Gt� city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department mini insp e tion p ed r's and requirements and that he/she will comply with said procedures and re ments. c. ! ignature of Homeow er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Constriction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFU-ES\FORMS\homeexempt.DOC ` oFtKKE r Town of Barnstable Regulatory Services 9 � Thomas F. Geiler,Director 1639.�a�0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: I , M0T%Ay ?' k ao'D1Ri+iS Site Address: Ly Le�MARD 20Ay print Town: �,JE S, BRrJ 4TA�1F !'�1 A o2GD� Applicant Phone: 50)3 — 3 GI " (7 l ) Date of Application: Applicant Signature:��/� 21�//tGM NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab ❑ Option 1: Basement Fenestration exposed Wall Floor gall Perimeter AFUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 35 R-38 R-19 R-19 R-1 O 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at htt-p://www.energycodes.gov/rescheck/ ADDITIONS ORA.LTERATIONS,TO RXISIING BUILDINGS.O'VER.S YEARS OLD* *Buildings under 5 years old must use option#1 or 42 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equ4ls Formula: (100 x b_ a) /090 F --e--�S 100 x �,j s =IQ�D,Z9 = � % of glazing (b) Glazing area equals L�. SS SF b ° If glazing is:.< 40% use the chart below. If glazing is > 40.%' ptocced to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter L� Fenestration V�all Floor Basement Wall R-Value U-factor Exposed floors R-Value R-value R-Value R-Value and De th .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior walls, and including anyaccess openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Forni (found in Appendix 120.P) f The Commonwealth of Massachusetts 4 Department of Industrial Accidents Office of Investigations s 600 Washington Street t Boston, MA 02111 sy www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): .T MtsTt' P. KAt4l )8rj1 S l 14641e01130Ek 1�- Address: Z4 L EO l4 A(LU RoA' City/State/Zip:QEs's %AAP AalE MA v 2L1o9 Phone #: S09£3 -36 2—O/I F . Are you 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 Q New construction einployeds(frill and/or part-time).* have hired the sub-contractors . . . _._ 2.❑ I am a sole proprietor-or partner- listed on the attached sheet. 7. [✓]'Remodeling ship and have no employees These sub-'contractors have g, 'Demolition working for me in any capacity. employees and have workers' 9 VBuilding addition [No workers' comp. insurance comp.insurance.$ I equired.] and its 10.[✓�Electrical Vrepairs or additions 5. ❑ We are a corporation 3.`�/J I am a homeowner doing all work officers have exercised their 11.FJ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#) must also fill out the section below showing their workcrs'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 cntities 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.M 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 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 c ti under he i nd penalties of perjury that the information provided above is tree and correct. Signature: / � Date: MMY S 20/ D 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): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#:_ „ r Town of B arpstab e Regulatory Services Thomas F. Geiler,Director • � yAfl.,tgtAUUE. '• . KA-ct Building Division r�o�- Thomas'Perry, CBO,Building Cojumissioner 200 Main Street, Hyajx1is,MA- 02601 - y�-�yw.to�•vn.barnsfable.ma.us Fax: .508-790-6230 Offices 508-862-4038 PLAN "VIEW • , ♦.3��<�-as �. . Owner: ��u�l �N i5 •- Map/Parcel. Builder' Project Address i � .. The following items were noted on reviewing: Leo C ` ��d � I�FQ t,L/K�/LC• T _ Reviewed by: -. Date: 02 Town of Barnstable Old King's Highway Historic District 200 Main Street,Hyannis,Massachusetts Committee 02601 9. (508) 862-4787 Fax(508)862-4784 APPLICATION, CERTIFICATE OF APPROPRIATENESS FOR DEMOLITION OR RELOCATION OF A BUILDING OR STRUCTURE (including partial demolitions of buildings,structures; outbuildings,stonewalls,etc.) Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application: Date: 4—7-zo.p Address of Proposed work: Assessors Map and lot# I House#-LA-- Street L E � Village: L-m- WS Demolition of: ❑house ❑part of house e barn ❑stable El commercial ❑stone wall El other Description of Proposed Work Please complete the following information; Square footage of footprint of building(s)to be demolished: Building 1: C 5 T 2: Square footage of total floor area of building(s)to be demolished: Building 1: U 2-9 5 %► 2: Owner(please print):'' oC- -k 4 � N t Tel#: �5 p 8 Owner's mailing address: 3�O z'-f'1 t Signature of Owner : r Note: All applications t be Ge y t e owner,orvidence e ofaathority to act for the owner submitted Agent/Contractor(please print): /�N �;r M '*-I.�N ttGZTeI#: SO8 56Z -6,46 f;'o Address: 2.. 1-�E �S-i- �Dw,L�I ifl� oZ53 Signature of Contractor/Agent: If application is for removal to a different location,state where: Note: A separate Certificate ofAppropriateness is requiredfor a relocation of a building or structure withAPPROVED he Barnstable Old Kings Highway Historic District Check list Application for Certificate of Appropriateness for Demolition or Removal,4 copies Site plan,4 copies, APR 2 7 2010 Photographs of all elevations of building(s),outbuilding(s)or stone walls being demolished. Town of 6ari��':ole Fee according to schedule. List of abutters,see staff Old Kings Hi hwa Committee y FLAPR i1�1seUnlyn IV/ ICertificate is hereby rp ied t ittee Members Si Date: r � ( � gnafures: 0 7 NOFBARNSMBLICon d i nso ppy RIC PRESERWION� C:IDocwnents and SemngsldecollikV"al SettinplTempormy Internet FdesIOLKIIOKHDemolition 07.doc 3 i i .y o �,+.. • - O ' sw ter 'lti ' I i r Barnstable Old Kings Highway Historic District Committee 200 Main Street,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784 APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Checkk all' ategories that apply; 1. Building construction: El New LL; ddition ❑ Alteration 2. Type of Building: ❑ House Ly'Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting,roof ❑ new roof ❑ color/material change, of trim, siding,window, door 4. Sig_: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court ❑ Other 6. Pool ❑ swimming ❑ Other man-made pool Type or Print Legibly: Date: 4-— — 2 01 Q Address of proposed work: House# Street: �E�ji.c�-�,�— P Village A-_t_t>duNSrA&-*ssessors Map Lot# ( SRO — ( ( •-0©1 Description of Proposed Work: Give particulars of work to be done: E. c _�g E kl ST (� CT tS? aG E � E�c.r �" d�d .T>✓ 3�L x rLl�` •-�- ��2�-�1l2` �.4—E �`f A.lent or Contractor(print): U%e_NN►L'w%CZ Telephone#: 508 ��p✓�' (D Q�(p Address: 2 1-4 CdZ 1A C t�" o , �.lS/7T" Contractor/Agent'signature: — IN NOTE All applications must be signe�by the current owner Owner(print): _ T%u orE-l—r '1K•1laAv j 1 p.��`S Telephone#: 1:5b8 Co'Z O 1 1 c5 Owners mailing address: 2- t��^ A� EST u 8l F, UA, tOwner's signature: M r co 1 mitt use only. This Certificate is hereb PRO DENIED D E G E � v E. Date ~ Members signatures APR 0 7 TOWN OF BARNSTABLE I HISTORIC PRESERVATION -i Any c i ons o a1: C:(Documents and Settings IdecolliklLocal SettingsMemporary Internet FilesIOLK110KH Cert Appropriateness 07.doc 1 i Town of Barnstable'Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 Copies Foundation Type:(Max. 18"exposed)(material-brick/cement,other) <f:5olax po Siding Type material: `mil vt i-r-G Color: Q;vim1�C1 Chimney Material: Color: Roof Material: (make&style) e—'_ '64,-'4LJPS Color: Trim material LL — G � Color: N %XE: Roof Pitch:(7/12 minimum) kA d�.'��-k x cSZ-z,� I g 3 Q Z �[4 6 s� Window: (make/model) 1�.�-►0�5��, L,,..�4material q%vA-i L G=L AA z> color �,o4 64 t-riE' Size(s): 1&ti4 2 8 1 -7-'4 rL 4 Door style and make: L material 6'rt=-t_ Color: W ETC Garage Door,Style Size q X:l Material Color iTkZ: Shutter Type/Material: 007 Color: 125 wE= 6:26&—TZ_ l 'E-3t ">-n,v Gutter Type/Material: l—L"%,A i " 0 Color: Decks: material Size Color: — Skylight,type/make/modeU: material Color: Size: Sign size: Type/Materials: Color: Fe€aee Type(max 6' )Style ,_�,fs�naterial: '-/% r~-t L_ Color: Retaining wall: Material: Lighting, freestanding on building illuminating-sign Please provide samples of paint colors and ma�f�rrers Ibro11 h re�f s�+l�e of windows,doors,garage door, fences,lamp posts etc � � �� II II� ADDITIONAL INFORMATION: U ( I- n Pr CCIM11ATim Signed: (plan preparer) print name tel.no. Go 3 g Z— 0 Location of application: Street no. 24- Street 1-- p Village C:(Documents and SettingsWecolliKocal SettingslTemporary Internet FilesIOLKI IOKH Cert Appropriateness 07.doc 2 I ' Casement0 WITH SORS ATCTI H i� Table of Basic Awning Unit Sizes Scale 1/8"= 1'-0"(1:96) lUnit Dimension 2'-0 1/a" 2'-4 3/8" 2'-7 1/2' 2-11 15/16° 3'•4 13/16" 4'-0' 4'-0" 4'-4 13/16" 4'-11 7/8" W-8 1/2" 5'-11 7/8° j (613) (721) (800) (913) (1037) (1219) (1219) (1341) (1521) (1435) (1826) Mlnlmum /:/_e; 2'4 T/,8M 2;;8" r3s-0�/z;r 3;,=5;/e 4;-0i/,z° 4 0 /z• 4:-5,3/e' i 5 0 3/se ... 4,-9' 63/e'ra Rough Openlrig 625) [733) [(813) (927) (1051) C(1232) (1232) (1.1w ,J "_356),' ') nj534)�f ti ,rr'(1448) ft Lll,4Gj(1838): . Unobstructed Glass 195h6" 238/16" 271/s" 311/a" 36" 433/16" 195/16" 48" 551/16" 23 1" 195/16' 1(491) I (598) I (689) I (791) (914) (1097) (491) (1219) (1399) I (598) I I (491) 3 0 00 000 AR21 AR251 AR281t AR31 AR351 AR41 AR221 AR451 AR51 AR2251 AR321 00 p o 0 0 AN21 AN251 AN281t AN31 AN351 AN41 AN221 AN451 ANSI AN2251 AN321 q 0 o a o 0 o a s 0 ' A21 A251 A281t A31 A351 A41 A221 A451 A51 A2251 A321 071) FE11 [Ell FE11 FE11 r AW21 AW251 AW281t AW31 AW351 AW41 AW221 AW451 AW51 AW2251 AW321 7771 C. AX251 QAX281AX31 AX351 AX41 AX451 AX51 AX2251 I I Unit Dimension �2�-O'1/8' ) (913) I To find compatible Circle Top'arch and other shaped windows, see the specialty window section beginning on page 37. ,Mlnlmum: 3'-0.1/2'ing ) (927) Venting Stationary Venting Configuration • 1 t Andersen°art glass panels are available for these units by special order only.Contact your Andersen*supplier.Panels are available for all page, P g g Process. other units on this a e,except where noted,through normal ortlerin 1. \ • Rough opening dimensions may need to be increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other A212 A312 items.See page 7 for more details. • Dashed lines on size tables indicate hinging(also available as stationary units). • Stationary units are available as venting units by special order.Some restrictions may apply.Contact your local Andersen"Supplier. • 'Unit Dimension'always refers to outside frame to frame dimension. • Dimensions in parentheses are in millimeters. • When ordering,be sure to specify color desired:White,Sandtone,Terratone•or Forest Green. Basic Unit and Rough Opening Details Scale 1-1/2"= 1'-0"(1:8) 4-9/16°(116) Jamb Width' I 1-5/16" (33) (73) + Clear Opg.Width j Extension jamb 1-1/8"(29)' 1-3/16"(30) + + 2-5/16"(59) ,e = 1-1/8"(29) 15/16"(17) �• o c m E Insect screen D 7 �E E E c Monolithic Extension impact-resistant glass 1-5/16" Jamb lamb lamb Head (33) Unit Dimension Width 1/4" 1/4" High-Performance'Low•E4' (6) (6) impact-resistant glass i- r 1 1-1/8'(29) Sill Stop Sto to Minimum Rough Opening Width Clear 1-1/8"(29) Subfloor Opening Dimension Horizontal Section Height 1/4^ High-Performance"'Low-E4'Impact-Resistant Glass (6) SIII •4-9/16"measurement is from backside of anchoring flange to edge of extension jamb. Vertical Section Monolithic Impact Resistant Glass NOTE:Go to page 6 for Information about Installation. f CAUTION:In masonry wall conttuction,provided a minimum of 1/2"clearance from the top of the brick or masonry to the bottom of any potion of the sill. Failure to do so could result in product damage.Fill the void with closed cell foam backer rod and sealant Be sure to allow for dimensional change of framework. 14 Ii i Windows CH S W,," Table of Basic Unit Sizes Scale 1/81'=P-O"(1:96) 1'-9 5/a" 2'-1 5/e" 2'S 5/e^ 2'-7 5 a 2'g 5/a" 2'1I 5/a" 3'-1 5 5 5 Unit Dimension /^ /8" 3'-5 /8" 3'-9 /a" 'III (549) (651) (752 rotther d compadble Circle Top,'arch and) (803) (854) (905) (956) (1057) (1159) shaped windows,see the specialtyMlnlmum 1=11 t/a' 2-2 l/e" 2'-6 t/a° 2'-8 t/8' 2'-10 t/a" 3'-0f/8" 3'2 1/e"' 3'-6 t/e° 3'-10f/e° w section beg nning an page 37. Rough:Ope�ing a (562) (664) (765) - (816) (867) (917) (968) (1070) - (1172) 15" 19" eStyle f� Undbswcted Glass• 23" 25" 27° 29" 31" 35^ gg" Available forr these heighrsuup�toTW3852, (381) (483) (584) (635) (686) (737) (787) (ggg)❑ (991) n all widths.Contact dealer for lead times.. ° _t ❑ ED ( TW18210 TW20210 7W2421 O Q .. M FE ❑ ❑ -_ 0 0 TW26210 TW28210 7W210210 TW30210 7W34230 7W38210 o Q o0 IF]] [EllEl El [E�J [E 11111 - -- TW1832 TW2032 TW2432 TW2632 TW2832 TW21032 7W3032 TW3432 TW3832 09 El 13 0 El 0 El ❑ El TW1836 TW2036 TW2436 TW2636 TW2836 TW21036 TW3036 TW3436 TW3836 ^ Q Q N • ■ ■ ❑ El El El EJ ❑ TW18310 TW20310 Ti _ __ W TW26310 TW28310 TW210310 1TW30310 1TW34310 TW38310 ^ r cH _ r , ■ E1313E EJl _ � p N "" TW184 TW204 2 TW2642 TW2842 TW21042 TW3042 TW3442 TW3842 Q OP El El 13 El TW1846 TW2046 TW2446 TW2646 TW2846 TW21046 TW3046 TW3446 TW3846 ED ❑ ❑ ❑ 1107 ■ ❑ ■ ❑ I Lj TW18410 TW20410 TW24410 TW26410 TW28410 TW210410 TW30410• TW34410 • TW38410 I > v > c „ o 1 In TW1852 TW2052 TW2452 TW2652 TW2852 TW21052• TW3052 4 TW3452• TW3852 ❑❑ , . ❑ El El rn � rn N o El 00 oo — ❑❑ ❑ UnobsWcted glass height is for single sash only. _ • These units meet or exceed the following dimensions:Clear Openable Area of 5.7 sq. TW1856 TW2056 TW2456 7W2656 TW2856♦ TW21056• TW3056• f.,Clear Openable Width of 20"and Clear I TW3456 • TW3856• Openable Refight of 247 _0 Rough opening dimensions may need to be -» , ❑ ■ ■ E increased to allow for use of building wraps. Q o coo• . w - E Gashing,sill panning,brackets,fasteners or other items.See page 7 for more details. "Unit Dimension"always refers to outside frame to frame dimension. f TW18510 TW20510 TW24510 TW26510• TW28510• TW210510• 7W30510• Dimensions in parentheses are in i TW34510• TW38510• millimeters. ( _ _ • When ordering,be sure to specify color t iO _ -" desired:White,Sandtone,Tenatone° tin u9 - - '' _ N E 11 ❑ IJ ❑ or Forest Green. io ion an � _ *. I NOTE:These sizes with Design Pressure TW1862 TW2062 TW2462• TW2662• TW2862• TW21062• TW3062♦ 7W3462• 7W3862# Upgrade are rated at+50/-55 24 x ' MWJIJEL 3 000 STEEL INSULATED GARAGE DOORS ' STANDARD PANEL (WIDTHS) SECTION HEIGHTS 8', 9' @ 4 Panels 18" x 21" �� 1 10' @ 5 Panels 12' @ 6 Panels STANDARD WIDTHS z 16' 18' @ 8 Panels 8', 9', 10', 12', 16', 18' 44 FEATURES Tongua-In-Groovc —� °� �` Y" SectionJomt ��• ,a* O Insulated with environmentally-safe PROTECTIVE PAINT SYSTEM 1.3/8•Panel ,,i s '` `� polystyrene; insulating qualities will This three tier, corrosion Thickness—ow s ry i „�; not"break down"over time. resistant protection is designed ,-+^ HeavyDu Steel sj, tip r7* Reinforcing Plate '•�,S`s �S# - ,,.. to repel even the most hostile Sw AMwu ) ; yy '« t , � weather conditions. The protec- Wood cmin�� `,4-fir' � ,. .mac O Steel surfaces are galvanized and Raised Panel .,"i� °52t. g tive layers found on both the inte- `� "'"` prepainted with a polyester topcoat Steel exterior t_.rs�� '+ ' P yrior and exterior are: LS/IE Pressure Bonded �, �._ over epoxy primer for a durable Polystyrene Insulation J finish r.r 5.6 calculated Section•R•Value ^ eS.Gh •" 1. Polystyrene Core t �'`�. r z F .r Stucco Embossed •,l',Est .:°L yet. Flush Steel °+ O Steel inner supports reinforce the 2. Galvanizing © Interior i+ .^ � door's structure and provide strong Exterior hInterior 2 f ^ attachment for door hardware. 3. Epoxy Primer Skins } Mechanically - Interlock at Joints y�•� ^� Steel end caps cover both end 4. Polyester Top Coat supports providing the finishing Double Seal PVC touch on the appearance of the door. 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LW A�I��YiW� ■��. � .r i III :r. ..r.a��.�....waar..■..o_-.■a..� uww.w. Y W-nN ME � ..I...........Q..-... low OWN �r�i 1 t� -�� ,�wa-i■C.::°nii ■I■� - i 'i'.� 'v �Ir� � , _ v _ 1 - -- t._� ! rl ego• ca �h Lot 8 �9 ` 28,8' 40,320 t S.F. Map 136 parcel 11-1 , � 105.8' #24 Exis t. D wg. 15.0' I Proposed , 0 15.0• ; aroge Addition N. ,�� tK Existing / h Q Goroge,,to be \� Removed o. Exist. Drive to be Ao d Relocated 11 01ti. , Paved <'' �h Drive 5 D � -Lot o / io f APR 07 $� +� 30.0' O TOWN OF BARNSTABLE HISTORIC PRESERVATION TOWN OF BARNSTABLE ZONING BY—LAW DATED I CER77FY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA77ON AND BELIEF THE DWELLING ZONE ; RC SHOWN HEREON CONFORMS TO 774E HORIZONTAL SETBACKS SETBACKS OF 774E ZONING BY—LAW FOR 774E TOWN OF BARNSTABLE. FRONT = 20' SIDE = 10' STREET ADDRESS.• #24 LEONARD ROAD REAR = 10' ASSESSORS' MAP 136 PARCEL 11-1 OWNER. 77MO7HY & EILEEN KANDIANIS DEED REF.: BK. 9644 PG. 208 PROPERTY LINES SHOWN HEREON PLAN REF.: PL. BK. 159 PG. 73 LOT 8 WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. TNOFM.4SS, PLOT PLAN THE DWELLING DEPICTED ON THIS TERR °�`�� SHOWING PROPOSED ADDITION ANN PLAN WAS LOCATED ON THE GROUND $ WARNER N IN BY SURVEY ON DEC. 24, 2001 AND No.38721 BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE 1 � OF LOCA770N. AI IA SCALE.• 1"=40' APRIL 7, 2010 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY 7 /C7 22 LONG ROAD l HARWICH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 99-326PPREV t Check of Beam 1: KANDIANIS RES BEAM ##1 - INPUT Floor { Live Load ( K /Ft -2) : 0.03 { Slope 0 in 12 Code : BOCA Dead 'Load ( K /Ft -2) : 0.015 { Species Wet Use : No { Snow Load ( K /Ft -2) : 0 { Grade Rep. Use No { TL Deflection : L/300 { Trib. Width : 12 '-6" Lt. Cant. : N { LL Deflection : L/360 { DOL : 100 Rt. Cant. : N { Pattern Loading : Yes { Side Loaded : NO SPAN DATA (Length is to center line of bearing) { SPAN 1 Length { 22 - -0" Actual ( 22 '-.75" Brg. 1.5" 0" Min. 0" 0" Total Length : 22 ' -.75'" MEMBER SELECTED Steel WF W10x26 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL { REACTION { BENDING { SHEAR { LL-DEFL { TL-DEFL { ( K ) ( ( K /In -2) j ( K /In -2) { ( In) { ( In) MAX VALUE { 6.187 { -14,64 { 2.304 { -0.473 { -0.710 s OF ALLOW { n/a { 61 { 15 { 64 ( 80 LOCATION { 0" { lit -0" { 0" { iil -0" { 11 ' -0" MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) ------------------------------------------------------------ { 10.33 In. { { Deep j { I { - ----------------_---------- F WILLI 6187 lbs Max. SHOP �� ------6187 lbs Ma x. STRUCTUaAI y j 2062 lbs DL N0.29486 2062 lbs DL 4125 lbs LL 9FGIS1EPF ! 4125 lbs LL 6.2 K ss1oNA%. �� 6.2 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5.. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. --------------- Design of Beam 1: KANDIANIS RES BEAM #2 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.015 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade Rep. Use : No I TL Deflection : L/300 I Trib. Width : 13' -6" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes ) Side Loaded NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 126 ' -0" Actual 126' -.75" Brg_ 1.5" 0" Min. 0" 0" Total Length : 26 ' -.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF ( LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE I TO 'START I LENGTH I VALUE I VALUE 1 1 D I C 1 4 I I 3.60 I 2 1 L I C 14 I I 5.20 I MEMBER SELECTED Steel WF W10x54 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING i SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) ( ( In) MAX VALUE I 15.34 I -14.09 1 4.11 I -0.642 I -0.996 OF ALLOW I n/a I 59 I 28 i 74 I 95 LOCATION I 0" 110'-9.257 I 0" 1121 -6.017" 112 ' -6.017" MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) ------------------------------------------------------------ I i 10.09 In. I I Deep I I I I I H '0ss9 I 1.534e+004 lbs Max. WILD 0. cya 9251 lbs Ma x• BISHOP 5679 lbs DL STRUCTURAL y 3186 lbs DL 9665 lbs LL Ho.29488 6065 lbs LL 15 K 9ECfSl 9.3 K General Notes � A1r 1. Beam weight is assumed to be included in Dead Load. 2. 'Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam. must be fastened to the ,support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. ------------------- Design of Beam 1: KANDIANIS RES BEAM ##2 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.015 I Species Wet Use : No I Snow Load ( K /Ft -2) : -0 I Grade Rep. Use : No I TL Deflection : L/300 I Trib. Width 13' -6" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes j Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 126 '-0" Actual 126 ' -.75" Brg. 1 .5" 0" Min. 0" 0" Total Length : 26' -.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF ( LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE ( TO START I LENGTH I VALUE I VALUE 1 1 D I C 1 4 I I 3.60 I 2 1 L I C 1 4 I I 5.20 I MEMBER SELECTED Steel WF W12x40 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL i ( K ) i ( K /In -2) I ( K /In -2) I { In) I ( In) MAX VALUE I 15.34 I -16.29 I 4.356 I -0.628 I -0.973 % OF ALLOW I n/a I 68 I 30 I 72 i 93 LOCATION ( G" 110' -9.257" I 0" 1121 -6.017" 1121 -6.017" MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) --------------------------------------------------------------- 1 I 11.94 In. I I Deep I I I. I. ---------------------------------------- ----------- I SS9cy�N 1 .534e+004 lbs Max. �� 9251 lbs Ma x. e mHOP 5679 lbs DL gt o.29 8 H 3186 lbs DL 9665 lbs LL 9°' Ep t 6065 lbs LL 15 K EsroNat _ 9.3 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are -measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Design of Beam 1: KANDIANIS RES BEAM #3 INPUT Floor ( Live Load ( K /Ft -2) : 0.03 { Slope 0 in 12 Code : BOCA { Dead Load ( K /Ft -2) : 0.015 i Species Wet Use : No { Snow Load ( K /Ft -2) : 0 I Grade Rep. Use : No { TL Deflection : L/300 { Trib. Width : 12'-6" Lt. Cant. : N { LL Deflection : L/360 { DOL : 100 Rt. Cant. : N { Pattern Loading : Yes { Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length { 14'-0" Actual { 14' -.75" Brg. 1.5" 0" Min. 0" 0" Total Length : 14'-.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF { LOAD { LOAD I DISTANCE { LOAD { BEGIN { END NO. I CASE I TYPE { TO START { LENGTH { VALUE { VALUE 1 1 D I U { 0 { 14.00 { 0.08 MEMBER SELECTED Steel WF W8xl3 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL { REACTION I BENDING { SHEAR { LL-DEFL I TL-DEFL { ( K ) { ( K /In -2) { ( K /In -2) ) ( In) { ( In) MAX VALUE { 4.462 I -18.91 { 2.428 { -0.282 ( -0.480 OF ALLOW { n/a { 79 16 60 { 85 LOCATION { 0" { 7' -0" I 0" I 7'-0" i 7 '-0" MAXIMUM HANGER FORCES : 0 K (LEFT) 0 K (RIGHT) ----------------------------------------------------------I 7.99 In. { I Deep { I -------------------------------------- -- - - ------------- I F { 4462 .lbs Max. s'� 4462 lbs Ma x. wilu s� . 1837 lbs DL BISHOP• CTURAL 1837 lbs DL 2625 lbs .LL STRU RUCI 86 " 2625 lbs LL 4.5 K 4.5 K 9E�ISTE��. General Notes NAI ' 1. Beam weight is assumed to be included in Dead Load. 2 . Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from -the left end of the structure.. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on 'supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Check of Beam 1: KANDIANIS RES BEAM #3 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.015 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 2.OE Rep. Use : No I TL Deflection : L/300 I Trib. Width : 12' -6" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 114 ' -0" Actual 114 ' -.75" Brg. 1.5" 0" Min. 1 .5" 1.5" Total Length : 14 '- .75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 I D I U 10 I 14.00 I 0.08 I MEMBER SELECTED Generic LVL 2.0E 1.75x9.5x4 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) i ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE I 4.462 I 1.78 I 0.089274 I -0.324 I -0.551 % OF ALLOW I n/a I 58 i 31 i 69 I 98 LOCATION I O" i 7' -0" I 13'-2.5" I 7' -0" I 7 ' -0" MAXIMUM HANGER FORCES 4.462 K (LEFT) 4.462 K (RIGHT) ------------------------------------------------------------ I i 9.5 In. I I Deep I I I i I I 4462 lbs Max. 4462 lbs Ma x. 1837 lbs DL r 81SOF 1837 lbs DL 2625 lbs LL i ONAUP y 2625 lbs LL 4..5 K 4.5 K General Notes WON 1. Beam weight is assumed to be included in Dead Load. I 2 . Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. -------------------------------------------------------------------------------- Check of Beam 1: KANDIANIS RES BEAM ##4 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code BOCA I Dead Load ( K /Ft -2) : 0.015 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 2.OE Rep. Use No I TL Deflection L/300 i Trib. Width : 12' -6" Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 113 --0" . Actual 113 --.75" Brg. 1.5" 0" Min. 1 .5" 1.5" Total Length : 13'-.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD I BEGIN i END NO. I CASE I TYPE TO START I LENGTH I VALUE I VALUE 1 1 D I U 1 0 I 14.00 I 0.08 I MEMBER SELECTED Generic LVL 2.0E 1 .75x9.5x3 IS MEMBER OK? : No CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE I 4. 144 f 2.046 i 0.10945 I -0.321 I -0.546 % OF ALLOW i n/a I 67 I 38 I 74 I 105 LOCATION I O" I 6 - -6" I 12- -2.5" I 61 -6" I 6' -6" MAXIMUM HANGER FORCES 4.144 K (LEFT) 4.144 K (RIGHT) ------------------------------------------------------------ 9.5 In. I Deep I i I I ----------------------------- --------- 4144 'lbs Max. WI BIS OP cyGN 4144 lbs Ma x. H �, 1706 lbs DL StiiUCtU y No.294 6 1706 lbs DL � 2438 lbs LL �E-IStE� 2437 lbs LL 4. 1 K �� 4.1 K Essrorlr►�� General Notes 1. Beam weight is assumed to be included in Dead Load. 2 . Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Design of Beam 1: KANDIANIS RES BEAM #5 INPUT Floor I Live Load ( K /Ft -2) : 0.03 I Slope 0 in 12 Code : BOCA ( Dead Load ( K /Ft -2) : 0.015 I Species Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade Rep. Use : No I TL Deflection : L/300 I Trib. Width : 10'-6" Lt. Cant. : N ( LL Deflection : L/360 I DOL : 100 Rt. Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 111 '-3" Actual 111 '-3.75" Brg. 1.5" 0" Min. 0" 0" Total Length : 11 ' -3.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD I DISTANCE I LOAD I BEGIN I END NO. I CASE I TYPE I TO START I LENGTH I VALUE I VALUE 1 1 D I C 1 4 I I 1.80 I 2 I L I C 1 4 I I 2.60 MEMBER SELECTED Steel WF W8xl3 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING ( SHEAR I LL-DEFL I TL-DEFL I ( K ) I { K /In -2) i ( K /In -2) I ( In) I ( In) MAX VALUE- I 5.493 I -22.03 I 2.989 I -0.202 i -0.323 % OF ALLOW I n/a I 92 I 20 I 53 I 71 LOCATION I 0" I 4' -0" I 0" I 51-4.528" I 51-4.528" MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT) ------------------------------------------------------------ I I 7.99 In. I I Deep I i I - -- ----------------------- ---- - ---------- 5493 lbs Max. HOIAM s cy 4222 lbs Ma x• wlu 2046 lbs DL BISHOP 1526 lbs DL 3447 lbs LL STRUCTURAL CA) 2696 lbs LL 5.5 K No.29488 '�FCISTEA� 4.2 K General Notes IONAI� C$ 1 . Beam weight- is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. i Check of Beam 1: KANDIANIS RES BEAM ##6 _ INPUT Floor I Live Load ( K /Ft -2) : 0.03 ( Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) : 0.015 { Species Wet Use : No I Snow Load ( K /Ft -2) 0 I Grade : 2.0E Rep. Use : No { TL Deflection L/300 I Trib. Width 13 ' -6" Lt. Cant. : N I LL Deflection L/360 { DOL : 100 Rt.-Cant. : N I Pattern Loading : Yes I Side Loaded : NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 1 3' -3" Actual 13 ' -3.75" Brq. 1.5" 0" Min. 1.5" 1.5" Total Length : 3 ' -3.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF I LOAD I LOAD { DISTANCE { LOAD I BEGIN { END NO. I CASE { TYPE I TO START { LENGTH { VALUE I VALUE 1 1 D { C 11.6 { { 2.10 1 2 1 L { C 11 .6 I ( 3.50 I MEMBER SELECTED Generic LVL 2.0E 1 .75x9.5x2 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL { REACTION { BENDING I SHEAR I LL-DEFL { TL-DEFL ( K ) { ( K /In -2) 1 ( K /In -2) I ( In) { ( In) MAX VALUE { 3.83 I 1.22 { 0.14938 1 -0.011 1 -0.017 % OF ALLOW 1 n/a I 40 I 52 I 9 1 12 LOCATION i 0" { 1 '-7.2" { 2 ' -5.5" I 11 -7.416" 1 11 -7.416" MAXIMUM HANGER FORCES 3.83 K (LEFT) 3.744 K (RIGHT) ------------------------------------------------------------ I I 9.5 In. ► { Deep I {, I M 1 3830 lbs 'Max. qs�' 3744 lbs Ma x, WILL 0. c� 1395 lbs DL of OP 1363 lbs DL 2435 lbs LL STRUCTURAL ti 2381 lbs LL 3.8 K No.29488 3.7 K General Notes NAl : 1. Beam weight is assumed to be included in Dead Load. ''"'•'� 2.. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left .end .of the structure. . 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on 'supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. , 8. Cantilever deflection allowables are based on twice the span length. r i s CL 82.0' Lot 8 2419 40,320 f S.F. Map 136 d , rs ` parcel 11-1 1o5.s' � J24 15.0' ' Exis t. D wg. ` Proposed 15.0' ' cpGarage Addition N. Existing ,/ / tK Garage,'fo be < Removed h m Exist. Dri•ke to be ad ti� Relocated h Paved Drive 31 a'� 1�' - ' 5 57 - f 30.0' O TOWN OF BARNSTABLE ZONING BY-LAW DATED l CERTIFY THAT TO THE BEST OF MY PROFESSIONAL -41' KNOWLEDGE, INFORMA77ON AND BELIEF THE DWELLING ZONE RF SHOWN HEREON CONFORMS TO THE HORIZONTAL SE7BACKS SE78ACKS : OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. FRONT = 20' SIDE = 10' STREET ADDRESS: #24 LEONARD ROAD REAR = 10' ASSESSORS' MAP 136 PARCEL 11-1 OWNER: 77MOTHY & EILEEN KANDIANIS DEED REF.: BK. 9644 PG. 208 PROPERTY LINES SHOWN HEREON PLAN REF.: PL. BK. 159 PG. 73 LOT 8 WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. PL 0 T PLAN THE DWELLING DEPICTED ON THIS SHOWING PROPOSED ADDITION PLAN WAS LOCATED ON THE GROUND /N BY SURVEY ON DEC. 24, 2001 AND / Eq `n� BARNSTABLE, MASS. EXISTS AS SHOWN AS OF 774E DATE /(�' WARNER '"I, _ OF LOCA770N. �� t,-V 38721 1,1� SCALE. 1"=40' APRIL 7, 2010 THIS PLAN IS FOR PLOT PLAN vAIU TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 L//7 6 o (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 99-326PPREV 1 . { c�• TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J �o..y� Parcel 00 Permit# cHeq,lth_Divisibn �� Z�I o 1'�� Date Issued Conservation Division �� /�/�� -��'a g ��N l'D!/�5 D7 �y Fee 6 _ y f� 1 _,.._. Taz Collector � � 0/ 5-0 �� y E P1C SYSTEM R�' Treasurer �' INSTALLED IN COMPLIANCE i 4 Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board �� ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis 7'O4"+4N REGl9LATt0hiS Project Street Address .(,` o Ng,E- Village % O Z 6 g Owner M a E+ e eK,-JN)J ;/-t•os i 5 Address A 1014 .' ) Telephone Permit Request Square feet: 1 st floor: existin _�':- / ro osedt�-f� nd floor: existing �v�'. proposedS3 CJ ,q g _ p p _ g J� 9/5 Total new A Valuations �`7, (0 g�G• Zoning District 19¢9, s-rAd:_lood Plain dV6 Groundwater Overlay Construction Type Lot Size �� 14,, Grandfatliered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure IgL_j- Historic House: ❑Yes 4o On Old King's Highway: O Yes [oo Basement Type: ❑ Full Cl Crawl 0 Walkout •Other Basement Finished Area(sq.ft.) _ Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing d new Number of Bedrooms: existing new Total Room Count(not including baths): existing new -3 First Floor Room Count --� _s. Heat Type and Fuel: ❑Gas KOil ❑ Electric ❑Other Central Air: kYes ❑ No Fireplaces: Existing i" New Existing wood/coal stove: O Yes ❑ No Detached garage:O existing ❑new size Pool:O existing ❑new size Barn:O existing O new size Attached garage:kexisting O new size Shed:O existing O new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded 0 Commercial O Yes No If yes, site plan review# Current Use Proposed Use A,,,-oc IA-0-144 S BUILDER INFORMATION *7::__�y.500 -7/a Name 17Zre[; RU1,C Qi'Vq 121ftw,U.. Telephone Number Add ss 2 76 �h ayi2•��e��c pL�s ��i��/— License# �- !!� � !/h4-� 2 0 v r Home Improvement Contractor# � � � Worker's Compensation# 9 VX s ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO IVi 11iA / 0 � SIGNATURE / DATE J FOR OFFICIAL USE ONLY PERMIT NO i DATE ISSUED e MAP/PARCEL NO. -y ADDRESS VILLAGE i OWNER o DATE OF INSPECTION: FOUNDATION`, FRAME INSULATION I FIREPLACE P ELECTRICAL: :9 "ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH" > FINAL FINAL BUILDING. CA DATE-CLOSEDOUT ASSOCIATION PLAN NO. ,/ r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE 'New Buildings,Additions $50.00 � ��.c\p;;pt\-Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET . NEW LIVING SPACE �S 3 Cf square feet x$96/sq.foot= y g g© • x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.N >120 sf-500 sf `` $35.00 >500 sf.-750 sf 50.00 >750 sf- 1000sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit . square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS /� 2 Open Porch x$30.00= 030 .. (number) Deck �er x$30.00_ (number) . f 0 Fireplace/Chimney / x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) '7� Permit Fee i projcost I , FROM: FAX NO. Nov. 14 2001 e4:56PM P2 Permit Number MECcheck Compliance Report Massachusetts EnellY Code Checked B—Hero MECcheck Software Version 3.2 Release la TrrLE:New addition and dormer CITY:Barnstable STATE:Massachusetts HOD:61.37 CONSTRUC11ON TYPE: 1 or 2 Family,Detached l EATINO SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/14/01 DATE OF PLANS:September 2000. PROJECT INFORMATION: Kankianis Residence 24 Leonard Road west Barnstable,Ma. 02668 COMPANY INFORMATION: Aztec Building Services 213 Mistic Drive Marston%Mlils,Ms. 02648 NOTES: MaCheck by Cape Cod Insulation INC. 42466 COMPLIANCE:'Pmes Maximum UA=266 Ymr Home d 247 7.1%Better Than Code Gross Glaring Area or Cavity Cont. or Door PALq.Ldff R Vetue >Z� U Focroc UA Ceiling I:Cathedral Ceiling(no attic) 612 30,0, 0.0 21 Ceiling 2:Flat Ceiling or Scissor Trum $84 30.0 0.0 31 Wall 1:Wood Frame, 16"ox. 1408 13.0 0.0 98 )fir 1:ply 120 0.310 37 Window 1:Wood Frame,Double Pano with Low-E 95 0.330 31 Floor 1:All-Wood JoisVTms,Over Unconditioned Space 625 19.0 0.0 29 Boiler 1:,86.25 AFUF 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 requirementi in MECcheck Version 3.2 Release I.a. The beating load for this building,and the cooling load if appropriate.has been determined using the applicable I FROM FAX NO. Nov. 14 2001 04:56PM P3 Standard Design Conditions found in the Coda. The 14VAC equipment selected to heat or owl the building shall be np greater than 1250%of the design load as specified in Sections 790CMft 1310 and.14.4. FROM FAX NO. Nov. .14 2001 04:56PM P4 MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release In DATE: 11/14/O1 TCTLE:New addition and dormer Bldg. I fit• I Use I I Ceilings: [ ] I 1. Coiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: — ( ] I 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Abw"rade W411a: [ j 1 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: ( ] 1 1. Window 1:Wood Frame, Double Pane with I.ow-E,U factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame'Typo _Thermal Break?[ j Yes[ ]No Comments: - i boors: [ ] 1 1. Door 1:Glass,U•factor:0.310 #Panes Frame Type Thermal Break?[ ]Yes f ]No 1 Comments: _.. .._ i jFloors: [ ] 1 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] 1. Boiler )!,86.23 AFUE or higher Make and Model Number I ' Air Leakage: [ ] ; 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 1C 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. 1 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 efm(0.944 1 L/s)air movemcnt from the the conditioned space to the ceiling cavity. The fighting fixture shall hav'o been tested at 75 PA or 1.57 lbs/R2 pressure difference and shall be labeled. Vapor Retarder: r FROM FAX NO. Nov. 14 2001 04:57PM P5 J Required on the warm-in-winter side of all nos-vented framed ceilings,walls,and floors. Materials Identification: [ J 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 I equipment must be provided [ ] ( Insulation R.values,glazing U-values,and heating equipment efficiency must be clearly marked on ( the building plans or specifications. I Duct Insulation: j ] ( Ducts shall be insulated per Table 14.4.7,1. I I Duct Censtrdction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside I conditioned space,including stud bays or joist cavitics/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation I instructions. Mesh tape may be omitted where gaps are less than IA inch. Duct tape is not permitted. [ j The,1{VAC system must provide a means for balancing air and water systems, I• ( Temperature Controls: [ ] I Thermostats are rcqulred ibr each separate HVAC system. A manual or automatic means to I partially restrict or shut off the heating and/or cooling input to each noire or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] i Rated output eapaoity of the heating/cooling system is not greater than 125%of the design load as I specified in Sections 780CMR 1310 and 14.4. i Circulating liar Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools.- All heated swimming pools must have an on/offheater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55°P must be insulated to the levels in Table 2. FROM FAX NO. Nov. 14 2001 04:57PM P6 4 7trble 1: A inimum Insulation Thickness jar Circuirdng Hot Water Pipes. Insulation Thickness in Inctes by pjgg � Heated Water k1cm-Circulating Runcxtts Circulating Mains and Runouts Temgerature f F) y�-j- Wlt.],,25" 1,50 to 2,0« Over 21, 170-30 0,5 1.0 1.5 2.0 140.160 0.5 0.5 1.0 1.5 100-130 015 0.5 015 1.0 Table 2: Mintmum Insalattaa Thieknezr for HVAC Pipes. Fluid Temp. insulation Thickness in Inches by Pipe Sizes .Piping SyM Tvnes Range(F) 2"Runouts 1"and Less 1,25 5"t0 " Heating 9ys#etM Low'PromurefTemperature 201-250 1.0 1.5 1.5 10 Low Temperature 120.200 0.5 1.0 1.0 1.5 Stearn Condensate(for feed water) Arty 1.0 1.0 1.S 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 H) 1.0 1.5 1..5 NOTES TO FIELD(Building Department Use Only) I do ✓/ae �anvnwouve¢�I a�,.,/�ac/u�aetla Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration:,•.1 27010 Ezpi atiori:;:_0 l9/2002 Type:_:Private Corporation AZTEC BUILDING°;SERVICES,NC' ' NICK MAHAIRASt`%r, ; 213 MISTIC DRIVE MARSTONS MILLS,MA 02648 Administrator yam' BOARD OF BUILDING REGULATIONS r ` License: CONSTRUCTION SUPERVISOR Number: CS 007695 Bi rthdate: 09/29/1945 Expires:.09/29/2003 7 Tr.no: 5686 Restricted: 00 NICK I MAHAIRAS 213 MISTIC DR G MARSTONS MILLS, MA 02648 Administrator I The Commonwealth of Massachusetts — z Department of Industrial Accidents Men 01MMWORMONS 600 Washington Street - - Boston,Mass. 02111 Workers' Com ensation Insurance ATidavft 1�l /J name: location `•-�� city PO 4x/V S"qrs L ohone ❑ I am a homeowner performing all work myself: ❑ 1 am a sole etor and have no one worldn is arty capacitr 1 Workers, ensation for t�loyees working an this job. an ............. nvaK ,..,:: ....................::.:.:.: I am P } ::::..... ....... •::::::::•:.u:.v:•i:-i:::.i'-::.::-) i::•ii)4ii:.•i)):-:{:•}:: .... 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"^ •v , i:<^:^:E:j:;w':�i:: ♦.... ......... .......n n....r..,..rv........ ...... :- •.:::...:. \v:':...:n•:--:J>.3.4• •. y � :}:C:k?i.�:v: i'\p} .......:.. ....r... \Yb.,idv„+ .}+x ..................a.........a........:::. :}.:�...,.. ..n Jn...:;........ 4 '- i�•'^:k:>?'' .......>i ...... .......... ....... ...:•.v:v:: ... .. -, .;,. v'• .. ... ::?:3)+)}:Si- +� Tv:.v..wJ:.J:h:::.�K.`M.,,kn�•.•.-..•.�SC .........t...................... ........... ..... fig+ ;;K......... :.x:...:. .adares ..... ........................... ..n. :vn•:v:n•.........t.. ... k• .... nv. :Y:.x.:}Y..0:•::nY. 9 \ Ki K ,Y• y S •'Sn•. 4v • mace:=a:>:i:;::.:::.)'.}:.:..... ... of crimdaei of a aae up to Sr�00.00 and/or FaOsme to seeom coverage M esgdted order 3eetton 23A of Mt na call led to the lmpedlloa pin one yem,imp�o,®ent as well as dva pemltles in the form of a S'i'OP WOBK ORDER ad a Qua of 5100.00 a day against m� I tmderatsnd that■ copy of Ws statement may be forwarded to the Oiilee of In estigetiom of tie DU for coverate verificIdim I do hacby certify under the p�u mtd potaWn of perjury t1 ardi ef�tforntmYar protsded abovie it truer mid coned s � pi ��,�t name oincial use only do not write in thb arm to be completed by city or town offtlal pesmuffiq ❑Building Aepartment dty or town: ewe ❑Licensing Board ❑Sdeetmen's OIDce cbeckifimmedlate responseisrequired ,. ❑Health DePe�� B, — ❑Other contact person: phone (:ewer 9195 P1A) Information and Instructions to Massachusetts General Laws chapter 152 section'25 requires all employers to provide workers' compensation for their under any canrsact emplovees. As quoted from the"law", an employee is defined as every person in the service of another 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 1 reserves of a deceased employer, or the receiver or the-foregoing engaged is a joint enterprise,and including �rep to ees. However the owner of a trustee of an individual,partnership,association or other legal entity,employing emP Y 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 wmk.on such dwelling house or on the grounds or thereto shall not because of such employment be deemed to be an employer. building appurtenant MGL chapter 152 section 25 also states that every state.or•iocal.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 Additionally,neither the not produced acceptable evidence of compliance with the insurance of public work until commonwealth nor any of its political subdivisions shall eater into any performance to the camaracting acceptable evidence of compliance with the insurance requirements of this have been presented authority. - � -Applicants �4cn affidavit compietdy,by docking the.box that applies to your situp and fill in the ovoricers' �P. l company � and phone numbers along with a certificate of insurance as all affidavits maybe inPP Yin$ of industrial Accidents for confimaftioa of insuramc a coverage. Also be sure to sign and submitted to the Department or that the application for the pctmh ar license is is date the affidavit. The affidavit should be retained to the y�have are any questions; w"or if you being rcgmted,not the Deparmoeat of Industrial Accidents..Should to obtain a ovorloars'compensation policy.Please call the Department at the number listed below. - _ - City or Towns .... '_ ....._, . -' The D artment has provided a space at the bottom of the Please be sure that the affidavit is complete and printed legibly eP lipnt. Please affidavit for you to fill out in the event the Office of has to contactnun you regarding aPP eimrtllicease number which will be used as a refertmce number. The affidavits may be retmaid t^ be sure to fill in the p have been made. the Department by marl or FAR imps otherarrangements would 111m to thank you in advance for you cooperation and should you have any questions• The Office of Investigations Please do not hesitate to give us a call. ��R The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents 0mce of invesdusuons 600 Washington street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext. 406, 409 or 375 NOTICE NOTICE .� TO a TO L EMPLOYEES EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152,Sections 21,22 .30, this will give you notice that I (we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: Travelers Insurance Company (Name of Insurance Company) P.O. Bog 3556, Orlando, FL 32802-3556 (Address of Insurance Company) 394%5129 February 27, 2001 — February 27, 2002 (Policy Number) (Effective Dates) Durkin Devries & Pizzi Insurance Agency,LLC P.O.Box 770,Westford, MA 01886 (978) 692-7667 (Name of Insurance Agent,Address,Phone) Aztec Building Service, Inc. 270 Communications Way #5G Hyannis, NA 02601 (Employer,Address) Employer's Worker's Compensation Officer(If Any) (Date) • v MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Worker's Compensation Act:A copy of the First Report of Inquiry must be given to the injured employee. The employee must select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the Nearest and Best Hospital (Name of Hospital) (Address) TO BE POSTED BY EMPLOYER WC 7506e(Ed. 1-89) f IKE T . The Town of Barnstable 98ALM S& Regulatory Seances 1as9• .• Thomas F. Geiler,Director, �pl E�►�A{' Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations..renovation,repair.modernization,conversion. improvement.removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exc;P Ong with other requirements. Estimated Cost I Type of Work-�m � X e-6 'Po Address of 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 DOwner pulling own permit Notice is hereby given that: GISTERED OWNERS PULLING R APPLIR ICABLE WN BLPERMIT HOME MWROVE�DEALJNG WITH NT WORK DO NOT HAVE CONTRACTORS FO ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL a 14Z . SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the a gent of the owner. 6rO 7 6 Registration No. Date Contractor Name OR Date Owner's Name q:forms:Affidav:rev-070601 'I FAUX G u,tM NE`! — I LSo_ E,C.LUSTEo,S (ter(v POST 71 - - - m W- M s PP,OP05E0 AOOtTt01�1 PFSCPOSE� FAPa�EF,S PnP.CI-I PHOPOSE� AOO�TtOwl F R O►\JT ELEVA-r l ON GALL ,1/4 i1,_pa SMOKE CETECYORS O.K. 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ALL- ol/,AE1JSIouS -TNT OWNEPgS AaV.Iu) �tw1EP,c\_ GONTP,AGTOA Pv,tOp'+ '1"p Tt-+ E STtat�,T Ot= CA1J��'1"w-'.JG_-1-Inti1. j. �Ll- FOutJpAT'1�N r-�OOTII-JC��j �\1t�1._- fyE �OUNC.Et� 01J UwlO1STUP,�E jj F 1 FEE PL AC E PLAN K UITAp\„_E SOIL_ 4'' F IP,C e,P,1C w11.1�ow SCa•IEDL+t_E BOOR SGuEUUL_E CJDE QUAtJ. GLASS 51ZF. ROU(ilrl OPwrl C AT A L OCa r-.1 U µ6EP5 PS E 1.A p.P,KS CODE QUAI.1 S IZ-E TYPE DES\Ca u1 gEMa P,t�,S 4` A .1 R', Z 1'5/n, z-Zyb'- 4-5'14' A WC)EfShCM -1•`N Z.04/L SQE NOTE 1 1 -1 Z.-(o x lo-G" Wt4ge0 C. PAt.1EL P- I 15". A.*I0Ev,'5Ew Tom[ 2442-3 2 I 3'_O"x G-L' POC-W,= 1V7 LT- C, I - 9'-II�I��"< 4'-1/4. AN0eP,5EN TwZo-OHP564G10 3 1 2'-4 (;-L" Poe.KEr LPAwEI_ A I 1 9". 25 Z-Z'/a"K 4'-94 AWOER5EN Tw Zo4L 4 1 i'-O"x L-G' "%wrjEu> 'r7 LT. C H I M N E`( S E GT I ON E 1 55". 2.511., 3'-L%6 " 5'-1 % AN�DeRSQhl Tw 64410 5 IPP,, 1' '�"X L-V 131FOLD � PD-w+El_ 4 F I Z&3�Pt 16-39 3'-[�g 11 IIII!/4f ANtoEP5SEu GT►'4 B+ G I Pr,. 7!6,"r tr G" HIwigEO FPSEhIC14 Z. Iq"✓ Z5,54 ?-,—? ,< 9'-1'/41 AIJ<]EPSSE\J TV./ 2 0 41 O 1 9Pg• t-0"(6:Ci" aIPAwrlwq (. PSNEL H1 3 31 4"A IqWi 2,-0'/Z% 2Z 05/' ANOEP,SEtl ASI GAgAGt g 1 Co'-o1ri V-4l IqEp 1-i�/i>JGjS ET,2Pw I 1 I Z41' 12-4g'r t-47d A1.lOEP,hEW Ate/ L51 FL OOPS 9 1 21-011�(o-8' N INCtEtD //af"5IM J I jl'�e's 24' 2 47/e" ANOEq� Aw 31 8A'sEMF-wT 10 1 9'-0"� L-6' 1-(1,.1C-{E0 6w1NCr',E7rt 3PNL E ` WOW EM q 1_T. ST1. Kea!>p1At.l1`7 P,ES1 CCw1GE �IEwµl,wtpOwS TD I./ATGH E-+t15"TINC.j F-'P,0r.1T wlw(powij �VEp-�I�y Stze. 1�. I PPi. 3'-O"x G'-H' 61PAP,TUCi 1 W � — A,. G SL-,olw 3PNL Suac:a, SEGTIp►�15 SG►IEOULE I�IOTE�; DPSa�tN >%f OwG.N0. l�.M.M\CNw1EW( ^I f�LaTE 9-2,000 ll 1 11/16/2001 16:17 5083628899 KANDIANIS RAGE 01 aaR-27-ilW ee+sz Fe AM10*4 ro o'cawroR a.ai�al QC ' w� rc LL]lv tam • N/P GAPS Wpl_DIN G 5 INC. ttij j 1.br I Ltsr 1 i ' nw h-opt 1 ,, L* I lox l LAL'.'illA�1 •eovA+Ypr Awes;-dw& ' sous: A P1 OMMLIONAL 1UAv0YOA, 00.H 'ampy Tmr.TNs ,AMERICAN SURVEYING COMPANY A�Ov orioTIDN 7'TAwrWrir0AyolWi,w> ,61A01154(6t7�8>i�i�7Y COIMC6TIiM1/MMANLtWA/WRaAO>0 .. Ahb a k t.IArto& DA.R�I!RCr Mortectlall°P1an iiMTQp.T00>t A tANO.OA r/gre1TT• uNe•ewwx'ND eawu*wgW TWE LOCATMN OP Tw;.4W "AL aooao AT cow+rcAQat:Tpvoroseot air IT .sE.tleiD MR!i:.OW1'W�10 6lIDWN'.MQRGON:E71N/11 BOOUCdLdAW— M1��AApp��.ram.. a TAPLIiNtNO•PENOF MEDDR oA WAftNOClMrtiANOL�MITHT11EL0CA�PLANAMAiNaQt"1 l�,;� wjmaMOLWN.THEZ6N ACsw w..N Arrummic FDNWD STLAws.-!(sR DAAWN.p�gTOWN•t'�P ' 'AissESbCp4 NBREON ayI��DON cW&T-Aml.'f6Ap wxfN ootmFKvam wrm RK•"We kiskm t�ORA(,(TWH AND MAY If SP&CTTOb*R2ONTAl0�4iGNC1011ALc OW.fBGT Td:rIJNTNlA d17f.BALC3, A,EO{NAiAIUiTiONLYJ o7ilOQ1(aPT TmW4s ii{e1W9MAR9PA 00�K YWM110N F1YOA0CMCN IY� IOARONPJi: .wAV..RQ ft"rpNElilu" IA "x Tom! FAAtAa.4�TItW:W row. . TCNDWK6F4 NT07MLANDOWNFR «Ai anti. 7,•Y ag"-oTNER"3ff iu81lCT•Dw"Lm U&S W r100D'i0N! TO As XLNOWD,V NOT•NRiNOrD.wa1�'di elfowl+'N( OK A=6 3M WN ONNAUx4ALX000. TO Oi ai,COppFp R1it1iATOnY INITAUA(YIIT',OU.A�tY WOVI1ANCe:MTF IAApDA?aN1CQ► Wuilrt000 DATE' �'IS Ia,AP WD WU N ATALCIURgs'M1 gMLYAll11Y.PANEL .CtJl11T atWwN TO LA 1'OA,'1E53 PAgM p T w CkQ MUK1LT R1-1, PROPfAv OA'AiOyIgEO 20ND10 • .. � � .. , :^ i` -;r•:; . MY.A;t,�Y�yBrwii •64Y!!'!�`!c.;.i/Yfr,7.. �.i;6'S.W'14R�'�''� . . .. Application to 2 Q O 9 05 9 1 t gigbbnapegionai 31?t.5toric �Dli;trirt Cortmttee��,-�, T/A1- .t< U In the Town of Barnstable . r?1 Pi? 25 pig 2.. /�5 CERTIFICATE OF APPROPRIATENESS Application is hereby made, with four.complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for. CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: , ,�New Addition ❑ Alteration Indicate type of building: L�FlOuse 9Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: ❑ Fence ❑ Wall ❑.Flagpole ❑ Other TYPE OR PRINT LEGIBLY: .DATE - L - took ADDRESS OF P-R-O-POSED.WORK ?-4- LEA, ASSESSOR'S.MAP.NO. 13 OWNER 1 ►,A t�-t-�-1�-( ls�►�i t�i� S ASSESSOR'S LOT NO. HOME ADDRESS Z 4 L_�'O A�� "T&W RE NO. O I (8 FULL NAMES AND ADDRESSES.OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) AGENT OR CONTRACTOR GN Na lJ�-ncc TELEPHONE NO. ADDRESS E NE/1�;11STpv.iE- ` ,_�,�wcGcr A DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. ZX 1 �- 05�-zo,.►cam tom-c.�c ) z 3 4- Z ✓To�Y 1�L-z�IL� , lZE1` 'oy !, Signed . GF A4xi&-`f Owner-Contract r-Agent nn For-Committee-Use-Only— ThU I �, �, ►J p This Certificate is hereby - Date Approved/Denied � MAR 21 2001 CornVifte Members' Signatures: T WN OF BARNSTARI.!- , 2001 , 059 Town of Barnstable ' Old King's Highway Historic District Committee SPEC SHEET FOUNDATION �O cs�G GaN G�Z� SIDING TYPE wal-re_ G'G iZ COLOR A�y.ZA (_ CHIMNEY TYPE COLOR ROOF MATERIAL �E)j />Z_ COLOR -� ' PITCH 9 /2 3JL WINDOWS ,LE COLOR \1,1 N t:TC S I ZE Z 4-4- TRIM--COLOR' DOORS` yC L?—Y� `4 (c— �� ..COLORS ��INI"iL SHUTTERS COLORS. GUTTERS COLORS DECKS 2 Z 3 4/ MATERIALS MCOO� GARAGE DOORS l�t ► ( �COLORS LFrf11L � U u SKYLIGHTS SIZE COLORS SIGNS COLORS 2001 TOWN OF BARNSTABLE FENCE COLOR OLD KIND'S 0GHWAY NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised 11/9B Direct Abutters to Map 136 Parcel 011-001 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from November 2000 Assessor's database. Mappar Ownerl Owner2 Address City Stat Zip Country 136009 �GOODMAN,RAY G 4 CANAL PARK#402 CAMBRIDGE MA 102141 JUSA 136010 CLARENDON,JOHN M&PATRICIA M P O BOX 995 E SANDWICH MA �02537 USA 136011001 JKANDIANIS,TIMOTHY P&EILEEN 24 LEONARD ROAD W BARNSTABLE MA 102668 JUSA 1360111.02 �K.ANDIANIS,PATRICK T TR RHOLEEN TRUST P O BOX 608 W BARNSTABLE MA 22668 USA 137001 BARNSTABLE,TOWN OF(BCH) 367 MAIN.STREET HYANNIS MA 102601 USA 263001 BARNSTABLE,TOWN OF(CON) CONSERVATION COMMISSION 367 MAIN STREET HYANNIS MA ' 02601 JUSA • C Wednesday,March 21,2001 Page I of 1 ; I I -,.. , I iz�11.11�___"I I .. � ��-..:.� ��.-I�-,.1.1U -__---I-1. 1.. 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P">2� P C� `..�' E- D C� A R,A j E .Aml Tt a*►l Iw1� -- - - I', -; --- . --�-- ;, ! � ! ; _ � -i I 1�, .4 Nil 1 �1►N f `7 P �`,� ► C� rc.trl C t T FT 1 _ _ _1 �— � - ' r--- -'-�- _----� ---�� T--� ,-�•Z--�-�-r� 'L 4 �....�o r..�,�s ran g r 1_ r- t` - . �._T`r - T-1 1 -1 -- __ �_ i I _ -%= V►l `�1' �AP�rJ TAb L.E M Al�1 Abu�E1T� ! 7._ I 1 TC` -ii .., D o_ - _ BURNING • TREE DESIGN CRITERIA. LOCUS SITE I. LANE * ELEVA TIONS** SWo. MAP 57. LOT 26 SYSTEM COMPONENTS PUMNG AGE SEPTIC TANK COVER V` ZONE: RF DESIGN FLOW: cGREENa m► , T GRADE) O SETBACKS: ; 1. TOP FOUNDATION................................................... 40.72 (VISIBLE A G 0 ) �(/ FRONT 30 4 BEDROOMS ® 110 GPD = 440 GPD -2. INVERT OF PIPE AT FOUNDATION.......................... 38.22 SIDES 15 SEPTIC TANK = 1,500 GALLONS OEM MPROPOSED WELL 150' FROM PROPOSED LEACHING FIELD F PIP AT SEPTIC TANK INLET........... FRONTAGERt 5 50 NO GARBAGE DISPOSAL J. INVERT O ES 37.45 SArIO. MAP s7, LOT I9 �•-`i �/ - �{ LOT 9 G AREA - 43,560 S.F. SiZE OF LEACH FIELD REQUIRED: 4. INVERT OF PIPE OF SEPTIC TANK OUTLET.......... 37.20 Q' DESIGN PERC RATE: 2 M!N/INCH Q" SAND. MAP 57, LOT 25 Q REQ'D AREA = 440 0.75 = 586.7 S.F. ORR�VEHOL�Y 5. INVERT OF PiPE AT D-BOX INLET'..... ...............••32.89 a FEW FLOOD ZONE C EDGE OF LEACHING Q` Q'• PANEL if 250001 00 1 1 D AA = ((8.5' X 5)+3'+3'+1) (5.2'+3'+3'+1) = 603.9 S.F. �1 HL AM 6. INVERT OF,PIPE AT D-BOX OUTLET..... .............. 32.72 FIELD (PER OWNER) GT PowT HAY+war ON P PROPOSED WELL (AREAS OF MINIMAL FLOODING L/MLE wLL RD. WELL IN FRONT 7. INVERT OF PIPE AT GALLEY.................................. 32.59 OUTSIDE 500 YEAR FLOOD ZONE) EFFECTIVE LENGTH = 48.5 FAR SIDE (>150) , EFFECTNE WIDTH = 11.2 GENERAL NOTES. 8. BOTTOM OF GALLEY.................. ........ ......... ....... 30.59 1. THE SYSTEM COMPONENTS AND CONSTRUCTION i M F AGGREGATE CD-15 SHALL BE IN ACCORDANCE W1 TH THE STATE OF 9. 80TT0� O AGG ....................................... 30.59 � �`. MASSACNUSETTS SANITARY CODE TITLE 5, AND LOCAL (17.09 ABOVE MAX. ADJ. GROUNDWATER) �� j� BOARD OF HEALTH REGULATIONS. X PLUMBING TO BE PIPED UNDER WORK LIMIT LiNE R, 10. BOTTOM OF OVERDfG..... .................... . ............. 21.50 E . LU > S i 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO HOUSE TO OPOSED SEPTIC TANK, / d'• *LOCATED ON SECTION & PROFILE EXISTING PE TO BE ABANDONED ` WORK LIMIT LINE CONSTRUCIION AND BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES. I **BENCHMARK _ TOP OF FOUNDATION = 40.72 (NGVD) o� CD-i4 iso ` J. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN. .O - SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED FAX. WELL 4. PIPING SHALL BE SCHEDULE 40 PVC. BELOW 32.59 IT SHALL BE REMOVED & REPLACED 6 h \ PUMPED, TO BE � � (PER OWNER) WITH A 5 OVERDIG PER TITLE 5 REGULATIONS \ PUMPED, BACKFILLED WITH N, BENCHMARK: ,34--- CLEAN FILL AND ABANDONED 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING \ UNLESS OTHERWISE SPECIFIED OR H-20 LOADING RIGHT CORNER \ 1 1 � !N PLACE i T P 1 UNDER DRI VEWA YS GROUNDWATER CAL CULATTON OF FROM STEP. 1 ESTIMATED HIGH \� • EL.=40.11 NGVD �� , U GS CCC METHOD ( ) \ ( S / ) \ �' O � - i 13 1so sEse+�c* 6. CONTRACTOR SHALL WATER .TEST D BOX FOR . _ _� LEVELNESS X WELL. SDW 252 ZONE. A � , \ � INDEX # 5 ATE OF READING. 3 27 00 DEPTH TO GROUNDWATER. 47.37 \ LOT 8 D �_ . . •. 7. ANY ALTERAlIIONS OF THIS DESIGN SHALL 8£ ADJUSTMENT: 1. \ \ p o _ GROUNDWATER LEVEL _,� BARN. MAP 136, LOT TT o \ Q o TIMOTHY P. &EVEN M. KANDMIS APPROVED IN WRITING BY THE ENGINEER AND BOARD OF ACTUAL GROUNDWATER LEVEL ® S►TE: EL <12.DO \ \ - o---- NEW FARMERS PORCH HEALT H. H. ESTIMATEDIGH GROUNDWATER LEVEL. EL <13.50 1 - ((MAX)) / �..-" .. . . s� -- PROPOSED i _- ,. o 4 0,320 S.F. / ! . . .. . . .. . . .. . .�.. . . . . . __ DECK 8. PROPOSED WELL SHALL BE INSTALLED PER LOCAL . . . .. . . .. . . ., . . . . .. . F � BOARD OF HEALTH REGULA TiONS AND NEW ENGLAND ,o ✓ F` ` WELL DRILLERS ASSOCIATION GUIDELINES. SOIL TEST LOG SOIL rEsr Locs 1 � � :' . '• • . . .: O ti :. . . .. _ . . . .,y \ P-9702 P 9iO3 ! / / . . ., . . 9. ALL CONSTRUCTION ACTIVITIES WILL BE IN / ./ � _ .. . . . .. . . ... . :. . . . .. ��O . ._. .. � \ \ EXISTING STRUCTURE 1 / : . . . :. ACCORDANCE WITH THE ORDER OF CONDITIONS TO BE TP-3 TP 1 / / '> it \ <` (SHOWN WITH SHADING) ISSUED BY THE LOCAL CONSERVATION COMMISSION. DEPTH HORIZON J \ .�. DEPTH HORIZON DEPTH HORIZON I / / / � . . . :. .. . . .. . . . . . .•.,.>o � 1 GRADE EL. 34.50 GRADE = EL. 30.00 GRADE = EL. 31.50 . .. . .. . . .. • r- .,. \ \ E CO-12 � 0 0 ON I i l / A . . ... :'.'. . . :. .':'. . . ::'.'.�' \ F� \ LOT BOUNDARY LOT 1 f JUNIPER I :. . . .:. . . . . . .J.. . \ \ \ \ , WATER RGANICS AT O / I \ \ � w--- ORGANICS AT D S SAND. NAP 57, LOT 27 - V ORGANICS / i :. ., . .. . ,.. \ \ \ c GAS SURFACE. l ' I . . . . . . . . . .. :. .... . . . . .. . . . . . . SURFACE, SURFACE 1 / . . . . . . \ \ \ , ELECTRIC CABLE TV WINDBLOWN SAND I \ \ \ \ \ \ EC- ' WINDBLOWN SANDI / I \ \ \ \ i \ \ \ \ \ , r TELEPHONE LOAMY SAND BELOW I / t . : . . . . . . . .:. . . . . .: . \ \ \ \ 01 BELOW I : .. \ \ ` \ ----- ----- BELOW ` ✓ h 20 EXISTING CONTOURS / I : I \ a \ \ \ \ ` IOYR5 3 f0YR5/3 I _ i \ \ \ \ \ \ f2o1 / 10YR3/3 / I ! i o \ \ \ PROPOSED CONTOURS � 32' 10 I / � �c 1 \ � .. .. . . .. . ... . . I \ \ \' \ � LiMiT OF OVEROIG LOAMY SAND q / r, \ \ \ \C -1.1 \ \ Q, LOAMY SAND A AN / ! l 1 \ \ ,� .. . . : \ \ \ \ \ \ --------- LIMIT OF LEACH FIELD SANDY �o Bw \ \ / . .. .. . A, \ \ \ � OWN OF BARNSTABLE A OYR3/4 • 1 / 1 \ \ \ \ \ \ \ t 0YR3/4 f OYR4 3 » FN ! \ i.,. .. :_ 1 \ ,,, \ \ \ \ \ \ 71 WORK UNiT/EROSION CONTROL / \ I , \ \ 1, \ , \ CB/DH FND (UNDEVELOPED LAND ) BARRIER 44 N \ ! ! t 1 1 ;1 \ l / SILT LOAM Bw � / � � ' \ � 1 `. 1 1 \. 1 1 I SILT LOAM Bw \ \ \ . ... :: .. :. . -. . . . I 1 I 1 1 i 1 \ ! 2.5Y5/4 ! / \ i I I 1 ---.. ,� , . � \ � ♦�. .. ., . . . . . .c .,.. . . .. ?r 1 I I \ �' Ab_ TREE 2.5Y5 4 \ _ LT LOAM � . . . . . . . . . . .. .. . . . . .. . I _ SILT ClC1 \ \ ,.- 1 \ 1 _ _ FIRM / \ \ ~ - 1 \ \ _ _ _ \ ! I i t i \ I ---- CD 1 CD 2 SILT LOAM,.:. 1 . .. . . .. . . i' i \ _ _ S / r \ \ ! ♦ 1 I \ \ 1 8 __ _ 8 COASTAL DUNE DELINEATION AM 1 2.5Y5/3 L . I 1 1 I 1 \ \ 1 -- 65 �- �� SILT LOAM C FiRN / / � \ \ \ `♦ \ \ \ BY ENSR ON 5/11/00 FIRM 168" 2.5Y6/2 l \ \ : . ..: / I \ 1 \ ,, I / - / \ ► i � 1 \ \ t 1 I / --- ----- �7��, --'..._,,,- EDGE OF CLEARING 2.5Y612168 I \ \ -- / � i 1 1 \ \ t '""---- "'_--- 1 WELL SETBACK \ \ 1 1 ---------- --- 50 E ET MEDIUM TO I t _ _ ♦ I 1 i _ MEDIUM TO C L O T 1,3 \ / y . I I \ N \ -__-- 2 1 i 1 � \ � 1 __,_. -__ PERC T NUMBER LOCATION I __ __ _ E C TES NU BE & LOC ON E SAND ` / I I \ i r ► \ \ 1 ---------�� _ -__ TP 3 MEDIUM TO C2 COARS ,COARSE SAND SAND, MAP sI, LOT z4 \ \ 7 ! I / Y \ \ \ \ \ 1 ► --___ i O I / I l / f ♦ t \ \ \ N \ 1 - �-� W GRAVEL & \ \ / l , / / .i. ► \ \ \ \ \ \ \ COARSE'SAND / 2.5Y614 COBBLES / / 2.5 6/ O,c. � ,'� CB/D FND ----- / ♦ \ \ \ \ \ _ NI ER / \ \ \ \ rn \ l � \ JU \ \ N 210* 216 _ 216 y \ a / ! 1 AN / l \ / / P 1 D A /0o T 13 ON 3 16 AO ED ! T STS CONDUCT E ) SO L Cr 4 i1 00 ON \ \TESTCONDUCTED ES OIL S MAP o tr _ aARN _ _ ^T --- \ \ \ TP 2 \ \ / _ 4 11 00 / � \ \ / P.E. ( 0 E _ - R YN D YL \ _Y A OL J. /8 C t \ / / \ \ / P.E. \ RO YN J. DOYLE sr \Y CA L \8 / \WORK IT LINE H O \ \ ti N T D _. i R ABLE 8 1 Y BA S T i \ /WI N SSED B \ \E � 1\ \ t� // ARN TA LE'BOH Y S B /8 B \WITNESSED , / N MIORANDI AGENT DONNA \GE Mi RAND / / / NA 0 /T N AGENT DO \ 1 PIT 3 \ / AT D LEACHING \OBSERVED 2 X. LEAC G SE E /OB NOGROUNDWATER _ \ \ R SERVED AT 216 EL. 12.00 NO GROUNDWATER 08 ( ) WELL IN REAR OF ! / � • / �� / \ \ \ � / .. HOUSE, > 50 / P 1 r ,IN T AT 1 /IN IN H 68 M C T <2 \ PERC RATE. <2 MIN/INCH AT 156 PERC RATE AND TP-2 ASSUMED / 7 CD 8 ASSUMED � � f \ \ \ 1 \ \ \ / 1 O _ - i \ TAK & ABORTED \ \ '� E SET NON3 1600 \ _ \ \ \ \ \ / . NOTE. PERC TEST BEGUN / \ \ � \ \ \ \ \ \ \ MOON `\ _ \ N T EQUIPMENT BREAKDOW N, RESUMED �` _ / \ \ I \ EL. 29.6 G _ -DUE. 0 ___- -,<. .. \ \ \ ( �) ,► \ \ \ \ \ \ \ \ \ \ 1 t \ \ \ �/ / 4111100 Oi / ,, / \ \ \ \ / / •� O \ 1 1 \/ i \ r• R1 O 1 5 - 500 GALLON PRECAST CONCRETE / • / I , ♦ \ 86 X 52 EACH \ / \ \ \ \ 1 \GALLEYS. I � \ \ \ / (!) , �cp' CO- \ \ \ IN. 3 TOPSOIL _- . � SURROUNDED WITH 3 CR. STONE ,ti 1 i 6 �J Q \ ORGANIC MATERIAL & / BOULDERS /N COMPLIANCE P � Q5 . , 8 IMTH 310 cm 15.255(3)), PACT: TO 90% DRY •� / I i/ I i I t �P .. 1 . TY \ � , O G � / � 1 1 i / \ r" BARN. MAP 136. Lore n » C OH FND\ Q \ / 2 LAYER OF t 8 t 2 / `- �/ PO / (LM/OEVfLOPEO) DOUBLE WASHED STONE BARN. MAP 136, LOT fJ \ l / UNDEVELOPED / ! 5.2 / 3 f �. i .. 1 . 1 _ 1 r . � LOT 6 n ESSPOOL r I _ CD 5 / ! 1 . � EX. G � , BARN. MAP /36. LOT 9 \ i : i / \ /J rP ! o i / 3 4 1 i 2 DOUBLE LID 1\ 7 a' . HONE 3 WASHED S . . 1 I 6 ! S I /z ! /4 1 1 ! .4 DOD- S.F. R .: .. TOP CONC. BND. � \ \ i / 1 10 / r ...---- EL. 32.8 NGVD 71J �\ / \ RN. MAP 7 1 \ \ ! \ _ I/..>. U.P. / i ! 1 \ ! C 1 \ 1 PARCEL 1 2 A / d C ON A \SECTION \ / ! Of O '. c� N O / ! / cnoN / TYPICAL SE , \ / 1 \ / F O \ / 3 / T TO SCALE \ -NO � / 1fN G \ \ \ r / ! ! ! ♦ d , I , C 2 P OL \ / \ LESS 0 / J,X \ ti S. 1"i TAN NOT ES FOR SEPTIC G� i N 1 \ \ FLOW LINE.TH LO N A MIN. OF t 0 BELOW E HA EXTENDI INLET. TEE S SHALL E i 1 \ / 1 / I \ I 1 i i / \ 1 A BELOW- LIQUID I P R THE T BLE \ \PROVIDED E \ \HA BE ••�T SHALL TEE S 2. OUTLET 1 W FLOW LINE DEPTH SEPTIC TANK DEPTH'OF OUTLET TEE BE.LO \ \ 1 O \ / 1 \ / 4 INCHES \ \-PROPOSEDb 1 NC I0 14 FEET 1 WELL / \ i , 19 INCHES `. 5 FEET \ \ t i 1 1 \ 1 24 INCHES i - 6 FEET' 1 \ r 29 'INCHES 7 FEET 1 1 i n 1 \ 1 0 1 \ 3 4 INCHES F ET1 8 Et 1 t 1 1 \ 5 REVISIONS. i 0 , 1 1 TERRY CONNECTION) \ 1 G 1 SOLfO 4 PVC S 0.021 ` ES(w1 6 I »- I 1 I _ i DOUBLE I cn 1 1 2 D _ CONNECTION) 2 LAYER OF 8 t S 9 EASTERLY CO EC / / N \ LIMIT OF WORK EROSION CONTROL BARRIER \ 1 1 _ 1 1 _ GALL EYS L ABOVE G R / 1 STONE EV1SE0 5 5 WASHED1 _ � 0 1 1 \ \ BENCHMARK USED. . 133 OWN EL. 53.20 RR SPI N / / 1 i E TYP. I _1 1 ' N RISER TO WITHIN 12 OF GRADE, - l 1 \ LIMIT OF K I \ WOR ROS/ON CONTROL BARRIER 1 1 \ 1 1 8 .CEDAR TREE, EAST SIDE OF SANDY NECK . DPP. 1 1 1 \ /E » SOLID PVC, FIRST 2 TO BE \ �& ADDITION RE1/ISED 10115101 1 t 1 1 R�` SHAW ST., 6 NORTH OF POLE 679 1 _ _ 1 1 \_ / 1 SOLID 4 PVC. S 0.063 _ 5 LEVEL. REST AT S 0.00 I \ 1 I- \ 1 c/ I I 1 N \ F 1 \ o TITLE: SEPTIC SYSTEM A �H �q STEM 'REPAIR DESIGN P � r LE• 1 \ F,P Ss \ 1 F a � 24 1 \ a ti LEONARD ROAD, W. BARNSTABLE, MA \ \ 1 t; o � I 0 � TERRY s 1 \ \ o ANN � ------------- o 0 o EX. WELL �, • ..,. 1 1 \ OWNER. . TIMOTHY.& EILEEN KANDIANIS . . • .. � , \ wARN 1 \ ER a .. •. ... � \ No.38 721 24 LEONARD ROAD W. BARNSTABLE MA 0266 .• o00 000 .. , .• �� I . ,, 3 0 0 ♦� s �ACJ ENGINEERING o t ?,0 E ING 5 r 42a 3 � to 449 R T 1? OU 0 T 1 �o E 3 SUi E 3 Y HOREY a�! S 1 D.BOX DB 9 B S I r O V ww T r SANDWICH MA 02563 T BARN. 36 LOT 5? PRODUCTS OR 8 1 'n CONCRETE P O N c SEPTIC'TANK EQUAL PROVIDE FLOW 1 ! 508 888-4975 _ LEVELLORS ON OUTLET H 10 RATED ,.20 410 PIPES 0 MAP. 138 PARCEL. T 1 001 PROVIDE GAS BAFFLE 5 ' BARN, MAP 136. 107 14-2 I DATE: 2126101 SCALE: AS SHOWN PROPOSED SEPTIC SYSTEM .PROFILE SCALE. i 20 RV BY. TERRY A. WARNER - NOT TO SCALE PLS • . DWG. CJ140 24LENARD.OWG SHEET 1 OF 1 FHSUARKMElC'H. MA 508 432 8309 I i L