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Home My WebLink About0069 OCEAN VIEW AVENUE — w V u f t i 1 ! 9 c e; . t; /1 a A V Amderson _ 7c1'A77-1�Oa Fax 781-857-105 Insiflaflon, Inc. Ww'w.andersoninstdcorn 706 Brockton Ave PO Box 2003 Abington, IMA 02351 Insulation,cei t`ificate WORK AREA ITEM INSTALLED Underside of Roof R-37 Icynene;Open Cell Spray Foam Insulation.LDC--10in Exterior Walls R-20.31cynene Open Cell Spray Foam Insulation'LDC-5.5in Customer E.B. Norris&Son Builders Job Number: 175053 69 Job Address Ocean View A e Muita Tennis Shack Date Completed , Installer Sig afore - 1 1 -5o��aS �pl �cE'an Weoxye o3y � f�s ob r Lac r " Amiderson 781-857-1000 Fax 781-857-1054 Insulation, Inc. wwmandersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insuiation Certificate WORK AREA ITEM INSTALLED Overhang R-33.3 Icynene Open Cell Spray Foam Insulation LDC-9in EXT.Walls 2x6 R-20.3 Icynene Open Cell Spray Foam Insulation LDC-5.5in Windows and Doors Foamed Great Stuff-Minimal Expansion Foam Interior Partitions R-13 3 1/2 X 15 Unfaced Fiberglass Batts Between Floors R-30 10 X 16 Unfaced Fiberglass Batts Underside of Roof R-37 Icynene Open Cell Spay Foam Insulation LDC-10in Underside of Roof DC 315 Spayed on Ignition Barrier for Foam Bundled Pipes R-26.6 Icynene Closed Cell Spray Foam Insulation MDC-4in Customer: E.B. Norris&Son Builders Sob Number: 185815 Job Address 69 Ocean eew-Ave_Cotuit_P_ool House Date Completed: ` �[ Insta er ignature TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �j� l V J ion # Health Division ' ` fDatelssued J� Conservation Division V k.. S E 3- `.657 51i1l-L Application Fee Jv Planning Dept. _' ( . Permit Fee Date Definitive Plan Approved by Planning Board i{✓ Historic OKH _ Preservation / Hyannis Project Street Address g OwAnu &AI Me Sa.. 'eS 11 C cewi i a"3 1 �NG Village wo .. Owner 91AE11104111f Re a I Address '11 0C42'9%,!1&A) ke, 0$-1� t1%I Telephone fat AS r Zed M0 re G : 608"24'3 56788 Permit Request i t S — �O� to winkt CaAer TC.nGI m matuded Dar dode wmp 1 eanl' Sak McAeS. included do Door alarms La pool housc. �(aS �`'"�°� 6`I �°'0�� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District RES Flood Plain Groundwater Overlay Project Valuation %3A k Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths:_ Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name \110LA� (O550C. Telephone Number Address I l0_ License CS 716 332 02fcol Home Improvement Contractor# 14 fo 4.(t2 Worker's Compensation # _W Cl 02-1 a o00 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN OFF Sly d 1 SIGNATUR QA DATE 8l�112 Tr FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. 1 ADDRESS VILLAGE OWNER t DATE OF INSPECTION: t FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING( �)61qldl DATE CLOSED OUT ASSOCIATION PLAN NO. �tHE, ti r Town of Barnstable Regulatory Services *. sa MAS& Thomas F.Geiler,Director.Mass. - 9 i63q 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 O of the subject property hereby authorize l'� C to act on my behalf, in all matters relative to work authorized by this building permit: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of-wneV46-$4 -i Signature of Applicant Print Name Print Name Date QTORMS:OWNERPERMLSSIONPOOLS 6/2012 ��t r Town of Barnstable Regulatory Services BA NSTABLE. + Thomas F.Geiler,Director MAW. Ar 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state , zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildinl?permit.,(Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other. applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said.procedures and requirements. Signature of Homeowner Approval of Building Official _ Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against.the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. 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:forms:homeexempt • ,Print�Forrn The Commonwealth of Massachusetts Department.of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Inc. Name (Business/Organization/Individual):Viola Associates, _ Address:110 Rosary Lane, Unit A k. City/State/Zip:Hyannis, Ma. Phone #:508-771-3457- Are you an employer? Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 30 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 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 me in an capacity. employees and have workers' y - 9. ❑ Building addition [No workers' comp. insurance comp. insurance.T required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 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 q ] 13.❑✓ OtherPool -Swimming employees. [No workers' comp: insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those.entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. r Insurance Company Name:Acadia Insurance Co. T. Policy#or Self-ins. Lic. #WCA0218000 Expiration Date:04/29/13 Job Site Address: Ocean View Ave, Cotuit 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 r Investigations of the DIA for insurance coverage verification. I do hereby certi u er the pains and penalties o er"u that the in ormation provided above is true and correct Si nature: — I Date- _ Z r Phone#: Official use only. Do not write in this area, to be completed by city or town official v ' 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#: AC40 CERTIFICAT8 OF LIABILITY INSURANCE ° /°°"Y,"' 8/13/13/2012 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: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 _ CONTACT Northborough Construct West Eastern Insurance Group LLC PHONE (508)393-7744 AIc No: 155B Otis Street ADDRESS: PRODUCER p0038530 C I Northborou h MA 01532 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERAAcadia Insurance Company 31325 INSURER B: Viola Associates Inc INSURERC: BOX 389 INSURERD: INSURER E: " Centerville MA 02632-0389 INSURERF: COVERAGES CERTIFICATE NUMBER:2012 Cert 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 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 BEEN REDU CED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ A I CLAIMS-MADE a OCCUR PP0217962-15 r 4/29/2012 4/29/2013 M ED EXP(Any one person) $ 15,,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 X POLICY PE LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO A ALL OWNED AUTOS 0217963-15 4/29/2012 4/29/2013 BODILY INJURY(Per person) $ BODILY INJURY(Per accident) $ X SCHEDULEDAUTOS - - _ PROPERTY DAMAGE $ X HIRED AUTOS (Per aoddent) X NON-OWNED AUTOS , { Medical payments $ Undednsured motorist BI split $ A X UMBRELLA LIAB X OCCUR UAS047183-10 04/29/2012 04/29/2013 EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DEDUCTIBLE ` $ X RETENTION $ 0 $ A WORKERS COMPENSATION X WC STATU-TORY LIMITS OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE NIA A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? n CA0218000-15 " 4/29/2012 4/29/2013 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION ,a SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ` Evergreen Trust # 71 Ocean View Avenue COtuit, MA 02635 AUTHORIZED REPRESENTATIVE a Rosemary Fulham/CLU1 —�— ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200909) The ACORD name and logo are registered marks of ACORD • i RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS 'Safety Cover;Alarms-Dwelling Exits shall have one of the following: ic"W 1.Safety cover in compliance with ASTM F1346 or 2.Alarms which sound continuously for a minimum of 30 "� _ ♦ ,r° seconds.Alarm deactivation switch for single entry must not • ,,, - '-:x�,,.,.,. -` - '^ ------""-�— last more than 15 seconds and must be>=54"(4'6")above ♦` z' w ♦ f.`•. /' '""`�— threshold of door. Minimum Fence Height 48"(4')measured on side - ` opposite pool „ Gate/Latch-Gate shall open away from pool and be self closing and self latching.Release Mechanism of latch shall - €f be>=54"(4'6")from bottom of gate.If R.M.<54"(4'6") must be located on pool side of ate>=3"from to of gate 9 P and have no opening in gate>.5"within 18"of R.M. _ ,�, ,.+w � 'xd+ 4 a ♦ ® •® r ♦ •. ♦ ♦ ♦ Rule 1-Horizontal Members spaced<45"(3'9") Vertical •• ♦ 't° ♦♦ • ♦ ♦ ' -'♦ ♦♦ r♦ ♦♦ Members shall not exceed 1.75" �x • i •� ♦♦ ♦♦ ♦ ♦ ♦� "' dI n:� O r; rE;e p� a� .�o ♦♦ !♦ ♦♦ ♦ a♦ •* !p ♦` ♦� (Rule 2-Horizontal Members spaced>=45"IT 9")Vertical "y _ ,�� .1,' ! •♦ • ♦ ♦♦ ♦♦ i♦ ,♦ • ♦ ♦ ♦ ♦ Members shall not exceed 4" - i i4' • • • i♦ ' '♦ • ♦ ♦ ♦♦ _ �:� ° ' ♦ • i ♦♦ �♦ ♦♦ � ♦ i Chain Link-Maximum mesh size shall be<= 1.75" a- squares Lattice Fence-Maximum opening formed by dimensional members—1.75" i "Maximum Vertical " �iearance measured on pposlte pool side I may.. m r s h - Massachusetts- Department of Public SafetN Board of Building Re,,ul ttions and Standards, ; 7 . Construction.Supervisor- License License: CS 76332 KEVIN BOYAR PO BOX 716 W BARNSTABLE, MA 02668 Expiration: 9/5/2013 ('ununisiu°tr Tr#: 4529• Office of CAIhW"�31�`s one eg�l?taelz :. - E IMPROVEMENT CONTRACTOR gistration: 146436 Type: Expiration 4/2612013 VIO SSOCIATES Supplement C+ KEVIN BOYAR P.O.BOX 389 CENTERVILLE,MA 02632";_ ' E 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 ` ;rd Boston,MA 02116 * .. Not valid without ' nature Life Saver Pool Fence : Self-Closing,Self-Latching Gate b Wing System. r Self-Closing gate uses only the most proven latch and hinge system. The has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches Ily triggered safety devices that have revolutionized the safety, reliability stance of swimming pool, childcare and household gates. erating principle is brilliantly simple. As the gate swings shut, a powerful agnet draws a latch bolt from one housing into the other, latching it mount of shaking, pushing or pulling can disengage the latch. The concept `d it boasts international awards for design excellence. been designed to meet strict international safety codes, including all codes mming pool gate safety. The dangerous problem of a gate "resting on the anism", appearing to be latched, is eliminated when using MAGNA-LATCH. reliable latching action means MAGNA-LATCH incurs no mechanical losure, and so suffers none of the sticking, jamming and sagging problems th 'mechanical' gate latches. hinges are the latest technology in to hinges for swimming pools, households ications. tamed'; hinges are injection-molded from a special ced polymers, which means they never rust, .rust-free performance of TRU-CLOSE C uble the life expectancy of any comparable ,nn,. ".is made of high-grade stainless steel to losure and long life;even in the harshest nts. "d adjustor within most TRU-CLOSE hinges allows instant, incremental my a screwdriver. Quick and easy! This clever adjustment feature http://www.poolfence.com/gate.htm ME Heavy'-duty polyethylene:solar blanket material works:with the sun: ' to capture heat as it prisms:through the raised:air pockets in the! � s Solar Blanket bubble cover material. u pool Solar Covers raise the pooh water temperature by, absorbing: r g sunlight during the days (as much as 10-15 degrees!)and retaining: k the heat at night IEeeps the heat put in by, your gas pool heater, r electric pool heater or roof mounted solar heater. saving hundreds. r of dollars:per year in pool heating costs!' } c g 9 Savin salsa come from:a reduction in water evaporation.and ; chemical evaporation- t SOLAR-CLEART"ABONvE GROUND SOLAR BL€NYETS Use our new SOLAR-Clear?"solar blankets to heat your pool faster. Our solar blankets are laced with air bubbles that: � _ act:as an insulating layer'.shielding your pool from cool winds and nighttime cooling_ In addition,,our SOLAR-Clear ' blankets allow more solar,heat to reaah the depths of your pool and heat it thoroughly.i9 railable in Round, Oval and ~ Rectangle sizes- 1 - � q OLEM ,. 9L-M K. SILVER y 3 Y •`_ �. � ��kYat$Brr �� 4a6 Bt�i��'i�Er�. 11lud�:;: $fir�Effids 7 sss tivF aroma . Our solar blankets are made of extra-thick S or 12 mill matedat to outlast most other above-ground-solar,pool blankets: on the market.. Backed by a S'r 5 or 6 Year Warranty f' v. FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover-Pools is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing-a reliable additional layer of safety for your pool. UNDERWRITERS LABORATORIES INC. LISTING The Cover-Pools Underwriters Laboratories listing number is 181T-File#E52841 WBAH Covers for Swimming Pools and Spas Power Safety Cover, Model Save-T®3, Classified in Accordance with ASTM F1346-91 WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model"Save T ASTM(American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover-Pools products Save-T cover and Step-Saver have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs. FCC ID: P8G-50306 Save-T Cover Wireless 50305 Note:This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC Rules.These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However,there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following measures: •Reorient or relocate the receiving antenna. • Increase the separation between the equipment and receiver. -Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. •Consult the dealer or an experienced radio/TV technician for help. Note:This equipment has been tested and found to comply with the limits for a Class 1, Class 2, and Class 3 Radio equipment and systems under Title: ETS EN 300 683 :97 and ETS EN 300 200-1 (RES)(EMC) (SRD)operating on frequencies between 9 kHz and 25 GHz.These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, users and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio"communications. However,there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on ,the user is encouraged.to try to correct the interference by one or more of the following measures:,' Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. If you have any additional questions please contact Cover-Pools at 1-800-447-2838. 23 SPECIFICATI....O............NS ............ Review system details for Save-T®covers. Fabric Mechanism Covers •6-year limited prorated standard warranty • Standard 12"aluminum lid with •16 oz.,23 mil Herculite premium bonded vinyl either 4"or 6"hinge •Low-stretch rope and webbing (2000-lb. break) BezelTm lids, 16"and 18" •9 standard colors: dusky blue, royal blue, • Vanishing Lid TM trays, 12"-24"wide with light blue,aqua,forest green,beige,tan, stainless-steel trays and stainless-steel gray,and black adjustable brackets •35 custom colors • Fiberglass deck-mounted mechanism ends •20 oz.,28 mil Herculite premium-plus fabric with • Bench bracket frames limited prorated 7-year warranty, available in light blue,dusky blue,and beige Safety * Exceeds ASTM F1346-91 requirements Track Styles * Full UL listing •7-year limited warranty on all * Bonding included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100%anodized •Undertrack,universal or recessed track * NOTE: •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM • Inverted track channel for concrete or F1346-91 safety standards.The installation of an deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. • 1-piece coping channel for vinyl pools •Reusable coping forms Other Options •45-degree vanishing-edge pools • Painting—all extrusions can be painted to match most •90-degree vanishing-edge pools deck surfaces or fabric colors • Designer Series®cover—custom graphics can be Mechanism painted onto the fabric surface •Lifetime limited warranty on mechanism • ABS recessed box •100%anodized aluminum frame and components •Stainless-steel hardware •Stainless-steel drive components •Positive-shift system •Standard units include either heavy-duty slip clutch or auto-shutoff with amp limiter •Exclusivel independent or locked rope reels •24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. •3-year limited warranty on all electrical •3/4 hp waterproof electric motor • 1 %hp/2000 PSI hydraulic system. •Safety lockout key control •CoverLinkTm touchpad control •Low-voltage auto-shutoff with key switch - •Low-voltage touchpad •Low-voltage water-feature shutoff i Poolguard Alarms-pool alarm,door alarm,gate alarm,pool safety,child safety http://www.poolguard.com/door.asp y + is.y HOMEI CtlN ACr US(el1y PQ LiIYA}i15')P dDUCTMANUALS(WARRA181-Mi615T{iR1`IOik �f O ,• fig, y > i ABOUT ,;; t'0QLG0AR0 FADES y ! I dff r ......-... n. ,. ......, �......_.....:......... .e».....H> _. ..:,........L..o., b..w»....a.. ;,_..:. �.s.v =max. Poolguard Alarms: DOOR ALARM-Model DAPT-2 •Inground Pool Alarm •Above Ground Pool Alarm •Gate Alarm - Door Alarms-NEW •Door Alarm-DAPT-2 (Sounds in 7 seconds) Door Alarm-DAPT-WT (Sounds immediately) Other Information: •Contact Us •Buy Poolquard •Product Manuals •News From Poolquard •Warranty Registration POOLGUARD/PBM INDUSTRIES,INC. -UL Listed.to UL 2017 has been manufacturing pool alarms,door •Important Safety Feature alarms,and gate alarms since 1982.All Complies With Building Codes Poolguard products are proudly Made in Simple To Operate the USA.Poolguard Door Alarms comply •Automatic Reset with all building codes and are UL Listed Battery Powered under UL 2017.The majority of children Easy To Install that drown in pools go out the back door 85 dB Horn At 10 Feet first and Poolguard's Door Alarm can help •Pass Through Feature For Adults protect those doors. Low Battery Indicator POOLGUARD DOOR ALARM 1 Year Warranty 3 } i • �" P= x �y a r... » I • The Door Alarm will sound in 7 seconds when a child opens the door, and the alarm will continue to sound until an adult comes to the door and resets the alarm. • Poolguard Door Alarm will sound in 7 seconds even if a child goes through the door and doses it behind them. • The Door Alarm is always on and will automatically reset under all conditions. • Poolguard Door Alarm is equipped with an adult pass through feature that will allow adults to go through the door without the alarm sounding. • Optional screen door kits can be purchased for the alarm,this kit allows you to get air through your screen door without the alarm sounding. • Poolguard Door Alarm uses one 9-volt battery,(not included)with a battery life of approximately 1 year. • The Door Alarm is equipped with a low battery indicator that will audibly alert you when your battery is getting low. • Poolguard is the only door alarm that is UL listed under UL 2017 for water hazard entrance alarm equipment. • Door Alarm PDF manual I of 2 I0/6/2009 3:07 PM t, TOWN OF BARNSTABLE BUILDING PERMIT;APPLICATION ( WA( OF OF I �A 1 � Map 03'f Parcel l �� Applicafi'(OP TA: m Health Division Cat�ls �ec . 13 Conservation Division Application Fee Planning Dept. a� 4a' ee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address b OGe-a-v— ' oe 11 �. Village Owner EJQf f f J (e7 QL6AckD a Addresss oa Y Telephone o _ ��2 9 �(6 5 16 �� . r� r � �r- Permit Request ati Is 11)_� yo-�e st d , ttyAL 4-,,-r© `oov�S (� pczjr �11Z. C` 9 � � Lt. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed — Total new 1 Zoning District Flood Plain Groundwater Overlay Pr ject Valuations Construction Type ;,, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type:"Single Family ❑ - Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes •9-No On Old King's Highway: ❑Yes Q+10 Basement Type`. ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 1� Number of Baths: Full: existing new i �s Half: existing new L_ Number of Bedrooms: ` ' -- existing&ew Total Room Count (not including baths): existing new ; First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil gElectric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing '—' New Existing wood/coal stove: ❑Yes O-No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name E, 3 a k6 St'S Telephone Number Address t38 ®,-44s AP License# C-t) 1,5 8 ,5 Home Improvement Contractor# �� I Worker's Compensation # oCQ Q 2 Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �1 SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# R DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: r ' _-FOUNDATION_. 1� 0/?�/3 FRAME ,4T-EWC6 pp INSULATION �07D13 FIREPLACE ELECTRICAL: ROUGH FINAL { PLUMBING: ROUGH FINAL J s GAS: _ ROUGH FINAL ,ra FINAL BUILDING IZg11 , DATE CLOSED OUT ` ASSOCIATION PLAN NO. 3 The Commonwealth of Massachusetts Department of Industrial Accidents W Office of Investigations ' d a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lelzibly Name(Business/Organization/Individual): . r-13 . uOfFt'5 - !it t cc� A_C Address: City/State/Zip: 3'NA .O 2(- S Phone.#: 0_0 2- ` S Are you an employer. Check the appropriate box: Type of project(required):. l I. am a genera contractor and I -�Semployer with 4 � 6. P91Tew 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 me in an capacity. employees and have workers' ' y p tY• �. 9. �Building addition [No workers' comp.insurance comp.insurance. required.] 5. We are a corporation and its 10.❑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 comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is-the policy and job site information. Insurance Company Name: C Policy#or Self-ins.Lic.#: �.c��- dZ �Z `J Expiration Date: 5163 J Job Site Address: 97 OEEG 0'e uJ Je City/State/Zip: Co� 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 certify under the pains and penalties of perjury th the i formation provided above is true and correct. X/ASi afore Date: 3 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hue, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver o trustee of an individual partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing-agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until-acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants com compensation affidavit completely,b checkin the boxes that apply to our situation and if Please fill out the workers' p y g PP Y Y necessary,supply sub-contiractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has piovided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions please do not hesitate to give us a call. The Department's address,telephone-and fax number: the Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street B.ostan,MA 02111 Tel.#617-727-4900 ext.406 or 1-977-MASSAFE Fax## 617-727-7749 Revised 11-22-06 w.mass.gov/dia Client#:64640® 2NORRISEB (MnvD ACORD.� CERTIFICATE ®F LIA LITY INS DATED/YYYI� NCE o (MMfD013 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:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an.en_dorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - _- CONTACT NAME: Dowling&O'Neil ,. ' PHONE FAX ac No Ext:508 775-1620 AIc,No: 5087781218 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance • INSURED INSURER B: E.B.Norris&Son.,Inc. 138 Osterville-West Barnstable Road INSURER c: INSURER D. Osterville,MA 02655 . INSURER E: INSURER F: - 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 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 BEEN REDUCED.BY PAID CLAIMS. LT RR ADDL UBR - - POLICY EFF POLICY EXP TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD MM/DD/YYYY LIMBS_ - A GENERAL LIABILITY CPA005234523 5103/2012 0510312013 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY . - - _ DAMAGE TO RENTED _ PREMISES Ea occurrence $250,000- CLAIMS-MADE ®OCCUR MED EXP(Anyone person) $5,000 PERSONAL.&ADV INJURY $1,000,000 t - - GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - . PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ' • Ea accident S ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED ( )AUTOS AUTOS Per BODILY INJURY accident $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per aoddent $ $ UMBRELLA LLAB OCCUR ' EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE - - AGGREGATE $ DED RETENTION$ $ _ A WORKERS COMPENSATION _ WCA02124641 J` 5/03/2012 05/03/2.01 C STATU-X W OTH- AND EMPLOYERS'LIABILITY - _ ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? ® N/A (Mandatory in NH)If yes,describe under E.L.DISEASE-EA EMPLOYEE $500 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space!s required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived;or extended the coverage provided by the policy'provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE- EXPIRATION DATE THEREOF, NOTICE rWILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY, PROVISIONS: Hyannis,MA 02601 " AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION,All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S105139/M105138 LS1 2 , i 1 r tC//J?/1��(/O W Office of Consumer Affairs and Business Regulation d 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration a Registration: 102014 Type: Private Corporation Expiration: 6/30/2014 Tr# 223290 ERNEST B. NORRIS & SON INC — Craig Ashworth .; ,. 138 Osterville W. Barnstable rd. Osterville,'MA 02655 Update Address and return card.Mark reason for change. Address Renewal Q Employment Lost Card SCA 1 0 20M-05/11 - • ��P t(.'Q-%IL%72Q%(,COBG,�f�Q JC`'LC%:IJCI.ClI,L000'f License or registration valid fot?jndividul use only 4 � off, ee of Consumer Affairs&Business Regulation before the-expiration date. If found return to: kv,NFIN- 11 OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation egistration 1020.14 Type: 10 Park Plaza-Suite 5170 xpiration: 6/30/2014 Private Corporatior: Boston,lV1A 02116 'r t, ERNEST B. NORRIS,&SON INC ,U ' AA Craig Ashworth . 138 Osterville W. Barnstable ctl � ��.,.g,� �' � � Osterville, MA 02655 f Undersecretary No valid without signature i • f I i Ir y - - Massachusetts- Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License License: CS 15851 •T,, CRAIG�N,ASHWORTH i 138 OST WBARNST>ABLE YTn. 0STERUILLE tMA�O'655 Tr,f �a • • .,, Expiration: 9/28/2013 Conunissione'r" Tr#; 522 j a" } Jun 20 11 02:24p Alan J.Schlesinger (617)965-6824 p,2 05/20/2D11. 12e 29 i5067757877 �tsivuKrl� _ S,. aL Of S r r Fax, 508-790-6 30 Prey Ownert COMPle-W a:ad So This Sect' if Using A E W� ie `?�z Ow=of the sa}ac-P=.ie--lt7 m tn mittem rya-m m&mc6Azed ( — as of job) � � TOWN OF BARNSTABLE Building Department - Foundation Permit Date Permit # 26110313y Name 5cN46SEH69YL F$ A1.,4is s gu/ Location 69 t9iEAW VISV 494w. •. CT nsp. of Bldgs. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d Parcel Q / Application # Health Division Date Issued Conservation Division Applicatio ee l Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board-- Historic - OKH Preservation/Hyannis Project Str t Ad res-s ; �— Village Owne �� Address.jY4 011 Telephone ° u C Z$ lY6 Permit Request — Square feet: 1 st floor: existing tl';) proposed 2nd floor: existing '9 proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation b Construction Type Lot Size t,Cr&—.5 Grandfathered: ❑Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure .�� Historic House: ❑Yes A No On Old King's Highway: ❑Yes No Basement Type: AFull ❑ Crawl ❑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 4evti Total Room Count (not including baths): existing _f_new First Floor Room Count -3 Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other r Central Air: )dYes ❑ No Fireplac : Existing New ® Existing woodl%coal stot e: ' s*o Detached garage: ❑existing ❑ new Yti — Pool: ❑ existing Xnew size _ Barn: 'IO;existingresize_ a- Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: - i -� Z Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name1P �— Telephone Number Address/ g9AXV11 L ense# 1 /I L1,29 Ui EGA d 2 Home Improvement Contractor# � Z Worker's Compensation #,, g%7�g F22--�2-LR ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 1P/ASt`P' SIGNATURE DATE 20 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED17. . MAP/PARCEL N0. ' ADDRESS VILLAGE OWNER j r . DATE OF INSPECTION: �-t FOUNDATION:._. _ ��O l, � ._ • 11.E FRAME 6�Yt-c) y� 703 f INSULATION. ►'tQP w D II31 ; I FIREPLACE 'r ELECTRICAL: ROUGH ' FINAL >` f . PLUMBING: ROUGH FINAL � rt t - :GAS _ _ - ROUGH FINAL ! s RENAL B_UILDING'f nty: ic i S / - DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accident Office,of Investigations - r vr-. 600 Washington Street 15. - f Boston,MA 02III www.mass gov/dia Workers' Compensation Insurance_ Affidavit: Builders/Contractors/Electricians/Plumbers -A icant Information _: _. Please Print Le 'bl - Name-(Business/Organization/Individual). —Addr-ess.--�_ _ AW� LE-- -- City/State/Zip: C,1 Phone Are you an employer?Check the a propriaoe box: Type of project(required): I Y1 am a,errt to er with. 4 •❑ I am a general contractor and I P Y. 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..I 7 ❑ Remodeling ship and have no employees These sub-contractors have K A Demolition working for me in any capacity. workers' comp.insurance. g. ❑ Building addition [No workers' comp. insurance 5.'❑ We are a corporation and its required.] officers have exercised their, I0.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL l LEI Plumbing repairs or additions - myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t_ employees. [No workers'. comp.insurance required.] 13,❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information 1 Insurance.Company Name: Policy#or Self-ins. Lic.#: l lJ h 3222� �j'1. Expiration Date: Job Site Address: Oe 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.--IBe 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 der the pain pe s perj 'that the informal.' rovided•above is true and correct. Si ature: te: 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#: 1 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." __An employgr is.defined-as"an.individual,partnership,-association,corporation or-other legal entity,or--any-two-or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver-or trustee of an individual, partnership,association or other legal entity,employing employees..However the. owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house tof another who erz p)o's=persons to do,maintenance,constrV6tion or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to,be an,employer." MGL chapter 152, §25C(6)also states that."every state or local licensing agency shall withhold the issuance or renewal of a•license or permit to o'peratea business or to constructbuildhigs in the:com" inonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its.,political subdivisions shall- enter into any contract for the performance of public work until acceptable evidence of corripIiance with the insurance requirements of this chapter have been presented to.the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance..Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of-the affidavit for,you to fill out in the event the Office;of rnvestigatioris has_to ccintac�you;regarding the applicant. Please be'sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must subriift'multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that.has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new.affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc:)said person is NOT required to complete this.affidavit._ - _.._ .. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4940 ext 406 or 1.877-MASSAFB Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia Jun 2011 02:24p Alan J.Schlesinger (617)965-6824 p,2 0E/20/2011. 12:29 15087757B77 f-HPU MLa - Town: of Barnstable Regal tort'Services ' 5�39 BundkgDIVIdon .r TomPe�'t'y, � �Lamomtsalaher 200 WnStreat Xy=*,MA 02501 w>�•.fcgryabarns�a�r�a.�me.� . f ioo: 508-8�2-443$ Fax: 50$790-6230 • PrOpedy Owner Must Complete aud Sign This Section ' If Using AB-ulilder �'kk t as Owner of the m3v) ct pmperty , _•��.a��r �l � �. ;to•act oa a�p•beha�f i all xe�ati�e t�irk a xarired 1 tbis g P=I&appuatiat for, • ��•�- �are (AAaam$9 olo�} : ' T -r- 0.Jt t • g' . Date Priat Na e — Massachusetts- Department of Public SafetN Board of Buildin- Red-ulations anti Standards Construction Supervisor License License: CS 15851 Restricted.to: „00 kci CRAIG N.,ASHWORTH " t- 138 OST W BARNSTABLE OSTERVILLE, MA 02655i{�. �—�— Expiration: 9/28/2011 f ('ommissiuner Tr#: 3091 Office of Co mO4"er Affairs ;ne�egu License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: _102014 Type: Office of Consumer Affairs and Business Regulation >�---m Expiration: 6/30_/2012 Private Corporation 10 Park Plaza-Suite 5170 / Boston,MA 02116 ERST B. NORRIS Craig Ashworth 138 Osterville W. Barnstable rd Osterville, MA 02655 Undersecretary Not valid without signature l n 1� n t Dos=: 1s14Es680 09-16-2010 1:28 Ctf O:192452 BARNSTABLE LAND COURT REGISTRY After Recording Return to: Alan J.Schlesinger Schlesinger and Buchbinder Ld.P MASSACHUSETTS STATE EXCISE TAX 1200 Walnut Street BARNSTABLE LAND COURT REGISTRY -(� Newton Date: 09-16-2010 0 01:28an v 6t7ton,M 500A 02461 CtIA: 1207 Doc': 1149690 �. ( Fee: t25r650.00 Cons: t7t500r000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY .�} Date: 09-16-2016 D 01:28vm 'tt Ct lA z 1207 Doc`.: 1148680 V Fee: $20 M0.00 Cons: t7PSOOP000.00 QUITCLAIM DEED a Woods Hole Oceanographic Institution,a Massachusetts non profit corporation("Grantor"), with an address of 98 Water Street,Woods Hole,MA 02543 for cash consideration paid of SEVEN MILLION FIVE HUNDRED THOUSAND DOLLARS($7,500,000.00)grants to Alan J.Sclllesinger Trustee of the Evergreen 69 Realty Trust u/d/t dated as of September 1, d201 ,a Massachusetts Nominee Trust,with an address of c/o Alan J. Schlesinger, 1200 Walnut p Street,Newton,Massachusetts 02461, with quitclaim covenants athe land known and numbered as 69 Ocean View Avenue,Barnstable(Cotuit),Barnstable it .19 County,Massachusetts,more particularly described on Exhibit A attached hereto,together with any improvements thereon, $ This conveyance is not a sale of all or substantially all of the assets in Massachusetts of the . Grantor. a For reference to Grantor's title see Quitclaim Deed recorded in the Barnstable County Registry District of the Land Court as Document No.698963 and Certificate of Title#145076. [Remainder of Page Intentionally Blank) tJBD/2349981.3 1411 EXECUTED under seal as of the l b day of September,2010. WOODS HOLE OCEANOGRAPHIC INSTITUTION,a Massachusetts no -profit corporation By: ame C ��-Ct e• phFr '37.ca>>nslOw Title: C�, V n �vr raw /telnn;n STATE OF MA COUNTY OF orv� l On this I'S day of September,2010,before me,the undersigned notary public, personally appeared C1,r,Sh►Ay c-T.Wan slow ,proved to me through satisfactory evidence of identification,which were_oocso&a k-,ed~e to be the person whose name is signed on the preceding or attached document and acknowledged to me that he signed it voluntarily for its stated purpose. (official signature and seal of notary) My commission expires: 3 7113 mVEICPMF Masa.d, M'c�'"n►p►on E �ewetts3 Deed Exhibit A Legal Description Real property known as and located at 69 Ocean View Avenue in Barnstable(Cotuit),Barnstable County,Commonwealth of Massachusetts,described as follows: Lot 10 as shown on a plan entitled"Subdivision Plan of Land in Barnstable"prepared by Sullivan Engineering Inc.,Surveyors,dated January 30, 1999 filed with the Land Registration Office in Boston as Plan No. 39770-E. Being a portion of the premises described in Land Court Certificate of Title#145076 filed in the Barnstable County Registry District of the Land Court. There is appurtenant to Lot 10 rights reserved in a Deed of Woods Hole Oceanographic Institution conveying Lot 9 on Plan No. 39770-E to John R.Egan which Deed is dated March 19, 1999 and is filed with the Barnstable County Registry District of the Land Court as Document No.767,174. Deed 97i, ommo aealt4 �1 asem y C � I t VGCf�' Jl Itliel 6o/n/72PnweakX a � Jtwe -576te<se, 0osion, ./fir. fadi«<setf s O 2AM William Francis Galvin Secretary of the Commonwealth September 9,2010 TO WHOM IT MAY CONCERN: I hereby certify that according to the records of this office WOODS HOLE OCEANOGRAPHIC INSTITUTION is a domestic corporation organized on January 6, 1930 (Chapter 180). I further certify that there are no proceedings presently pending under the Massachusetts General Laws Chapter 180 section 26 A, for revocation of the charter of said corporation;that the State Secretary has not received notice of dissolution of the corporation pursuant to Massachusetts General Laws,Chapter 180, Section 11, 11A,or 1113; that said corporation has filed all annual reports, and paid all fees with respect to such reports, and so far as appears of record said corporation has legal existence and is in good standing with this office. 1 In testimonv of which, a - I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. �"Wom Processed By jbm Secretary of the Commonwealth *This is not a tax clearance. Certificates certifying that all taxes due and payable by the corporation have been paid or provided for are issued by the Department of Revenue. CF." N ' � 0 � C 1930 WOODS HOLE OCEANOGRAPHIC INSTITUTION CERTIFICATE OF VOTES I hereby certify that the Executive Committee("Committee")of the Board of Trustees of the Woods Hole Oceanographic Institution ("Institution"), acting on behalf of the full Board of Trustees in accordance with the Charter and Bylaws of the Corporation,met on August 25,2010 and voted unanimously as follows: . To approve the sale of the real estate located at 69 Ocean View Avenue in Cotuit, Massachusetts ("Property") for Seven Million Five Hundred Thousand and No/100 Dollars($7,500,000.00). I further certify that on September 16, 2010, in accordance with the Charter and Bylaws of the Corporation,the Committee voted unanimously as follows: - To delegate signature authority to Christopher J. Winslow, the Chief Financial Officer and Vice President of Finance and Administration of the Institution, to execute and deliver on behalf of the Institution all certificates, instruments and documents necessary or useful in connection with the sale of the Property, and all related transactions. [Remainder of page intentionally blank] a I further certify that these votes remain in effect and verify that the provisions are in conformity with the Charter and Bylaws of the Woods Hole Oceanographic Institution. •5$ACy' ;Qy• N• fir --+:n ? Thomas G.Nemmers - 00 - f Clerk of the Corporation September 16 2010 P ' COMMONWEALTH OF MASSACHUSETTS Barnstable,ss On this 1Z day of September, 2010, before me, the undersigned notary public, personally appeared Thomas G.Nemmers, Clerk,proved to me through satisfactory evidence of identification, which were sC ,�,,, ( ,�, to be the person whose name is signed on the preceding attached document, and acknowledged to me that he signed it voluntarily for its stated purpose on behalf of Woods Hole Oceanographic Institution as its duly authorized Clerk. �l Notary Public• / (print name) My Commission Expires: . cow u�wS,2413 DEBORAyF.IW,E� Now7 Rtw WAKNb4AME REGISTRY OF DEEDS A TRUE COPY,ATTEST 5 . JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS The Ohio Casualty Insurance Company 9450 Seward Road,Fairfield,Ohio 45014 BOND Bond# 601006909 KNOW ALL MEN BY THESE PRESENTS:That we E.B. Norris&Son, Inc. 138 Osterville-West Barnstable Road Osterville, MA 02655 Street Address City State ZIP Code (Full Name Itop line)and Address(bottom linel of Principal) (hereinafter called the Principal)as Principal,and, The Ohio Casualty Insurance Company with principal offices at Fairfield,Ohio(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis, MA 02601 Street Address City State ZIP Code (Full Name Itop linel and Address lbottom linel of Principal) (hereinafter called the Obligee),in the penal sum of One Thousand Eighty Dollars and no cents (Dollars)$ 1,080.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Construct a single family home at 69 Oceanview Ave. Cotuit, MA 02635. 270' Frontage. for a term beginning on July 13, 2010 and ending on*July 13, 2011 (*strike out if license or permit is for an indefinite term) NOW, THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED, HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific term,and is renewed for one or more specific terms,this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten(10)days in advance of its intention to do so. SIGNED, SEALED AND DATED 7 E.B. Norris on, I y= The asua ty Insurance (Company By:'AAW JA1 • l� Martha A. Kenney A ney-in-Fact S-3853 License or Permit Bond (Unnumbered) Principal: E.B.Norris&Son,Inc. POWER OF ATTORNEY Agency Name: DOWLING&O'NEIL THE OHIO CASUALTY INSURANCE COMPANY INSURANCE AGENCY Obligee: Town of Barnstable Bond Number:601006909 Know All Men by These Presents:THE OHIO CASUALTY INSURANCE COMPANY,an Ohio Corporation pursuant to the authority granted by Article IV, Section 12 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company do hereby nominate,constitute and appoint:Kelly C.Bolton,Martha A.Kenney, Robert W.Miller,Mark McCartin of HYANNIS ,Massachusetts its true and lawful agent(s)and attorney(ies)-in-fact,to make,execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,not exceeding in any single instance One Thousand Eighty Dollars And Zero Cents $1,080.00 excluding,however,any bond(s)or undertaking(s)guaranteeing the payment of notes and interest thereon.And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of said Company at their administrative offices in Fairfield,OH,in their own proper persons.The authority granted hereunder supersedes any previous authority heretofore granted the above named attorney(ies)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of said Company this 13th day of July,2011. Y INS& UOOFPORAtF in ° SEAL o ON Ly' �'H1 fdd Gregory W.Davenport Assistant Secretary STATE OF OHIO, COUNTY OF BUTLER On this 13th day of July,2011 before the subscriber,a Notary Public of the State of Washington,in and for the County of King,duly commissioned and qualified;came Gregory W.Davenport,Vice President of The Ohio Casualty Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Seattle,State of Washington,the day and year first above written. PYflU� Notary Public in and for County of King,State of Washington t My Commission expires July 5,2011 I///IIIINIIIIIII This power of attorney is granted under and by authority of Article IV,Section 12 of the By-Laws of The Ohio Casualty Insurance Company,extracts from which read: ARTICLE IV-Officers:Section 12.Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bond,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Peerless Insurance Company at a meeting duly called and held on the 15th day of February,2011: VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. CERTIFICATE I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Company and the above resolution of their Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seal of the Company this 13 day of July 2b11, JP-,gY INS& UOOµPORA TF in y SEAL o ° ONIO sy' �yl dad David M.Carey Assistant Secretary AIL REScheck:Software Version 4.4.1 CNJ/ Compliance Certificate Project Title-Iftdiloknift Realty Trust - Pool House Energy.Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Glazing Area Percentage: 24% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor:: 69 Ocean Avenue Ivan Bereznicki Associates E.B.Norris&Sons,Inc. Cotuit,MA 9 Wendell St. 138 Osterville-:West Barnstable Rd. Cambridge,MA 02138 Ostervill.e,MA,MA 02655 617 354-5188 508 428-1165 inf.o@bereznicki.com Compliance:3.8%•Better Than Code Maximum UA:789 Your;UA-759 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home._ Gross Assemblyor or ••• Perimeter U-Factor' Wall 1:Wood Frame,16"o.c. 3350 19.8 0.0 150 Window 1:Wood Frame0ouble Pane with Low-E 815 0.310 253 Ceiling 1:Cathedral Ceiling(no attic) 2678 40.5 0.0 70 Basement Wall 2:Solid Concrete or Masonry 2658 12.6 0.0 133 Wall height:9.6' Depth below grade:9.6' Insulation depth:9.6' Floor 1-Slab-On-Grade:Heated ]60 10.0 153 Insulation depth:0.5' Compliance Statement The proposed building design described he is consis t e b 'Iding plans,specifications,and other: calculations submitted.with the permit application.The proposed bui ing has n signe o meet the 2009 IECC requirements in REScheck:Version.4..4.1 and to comply with the mandatory require i nts lis in t: RE heck Inspection Checklist. 70 Name-Title Signature Date Project Title:The Pickwick Realty Trust-Pool House Report date 06/161.11 Data filename:Q\Documents and Settings\craig.IBA\Desktop\Pool House.rck Page 1 of 1 Theme Realty Trust—Pool House. 69 Ocean View Avenue, Cotuit, Massachusetts Project#01010.00 Calculations for this ResCheck Compliance Certificate (The lidmia Realty Trust, Pool House, 69 Ocean View, Cotuit. MA) are based on the following design factors: a). Exterior walls to be 2x6 wood frame 16" O.C. typically and as shown on the Drawings.with cavity spray insulation of R-value = 19.8 (Icynene or equivalent architect approved product). b). Foundation walls in the basement to be insulated with spray insulation of R- p Y value = 12.6 (Icynene or equivalent architect approved product) between 2x4 wood framing at the foundation wall interior perimeter. c). Underslab insulation to be R10 rigid extruded polystyrene (XPS) insulation board, 4.' wide and 2" thick at the basement slab perimeter, and 1" thick below the rest of the slab. d). Roof(ceiling) insulation to be 11 %" (2 x 12 rafters) spray insulation of R- value = 40.5 (Icynene or equivalent architect approved product). e). All window and glazed exterior doors to be custom wood frame assemblies with double pane low-E insulated glazing manufactured by: Artistic Doors &Windows, Inc., 10 S. Inman Ave, Avenel, NJ 07001. U-factor of glazed assemblies to be 0.31 or less. Glazing package typically to consist of%" tempered glass (exterior side): Y2" of argon filled cavity; Y4" tempered glass (interior side). Wind load resistance calculations to be provided by the window manufacturer and shall comply with the Massachusetts Building Code design criteria requirements (780 CMR 5301.2 (4)). Breakage resistance of the glazed assemblies to enhanced by removable hurricane protection (Kevlar) screens. ResCheck Compliance Certificate. General Notes. Ivan Bereznicki Associates, Inc. 6/16/2011 1 f Client#:646400 2NORRiSEB ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE D/YYYY,. 05/101210/2011 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:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 - CONTACT NAME: Dowling 8r O'Neil Insurance PHONE 508 775-1620 AJC;No): 5087781218 A/C No Ext Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A.Acadia Insurance INSURED INSURER B: E. B. Norris&Son.,Inc. 138 Osterville-West Barnstable Road INSURERC: INSURER D Osterville, MA 02655 INSURER E INSURER F: _ 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 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 BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY BINDER322326 5/03/2011 05103/2012 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence s250,000 CLAIMS-MADE 51 OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JERCT LOC $ A AUTOMOBILE LIABILITY BINDER322325 05/03/2011 05/03/201 Ee.ccoiEeDtsINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $1,000,000 ALL OWNED SCHEDULED AUTOS X AUTOS BODILY INJURY(Per accident) $1,000,000 X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $500 OOO AUTOS i Per accident r } $ A X UMBRELLA LIAR OCCUR BINDER322328 5/03/2011 0510312012 EACH OCCURRENCE $1 O 00O 000 EXCESS LIAB H,CLAIMS-MADE AGGREGATE $1 O 000 000 DED I X RETENTION$O $ A AND EMPLOYERS'LIABILITY WORKERS COMPENSATION BINDER322327 5/03/2011 05/0312012 X 1 WC sTATU- ER OTH- ANY PROPRIETOR/PARTNER/EXECUTIVEY - E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601, AUTHORIZED REPRESENTATIVE � ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S806581M80657 LS1 IHE Town of Barnstable Barnstable Historical Commission ► 200 Main Street,Hyannis,Massachusetts 02601 " BnxxsrABM * (508) 862-4787 Fax (508) 862-4725 9 MASS. C� i63.9. `�� www.town.barnstable.maxs RFD MA'S A . Linda Hutchenrider,Town Clerk, Town of Barnstable, 367 Main Street,Hyannis,MA 02601O Thomas Perry,Building Commissioner 200 Main St,Hyannis MA 02601 r=` Michael Ford,Esquire P O Boxf565 ► 15 West Harwich,MA 02671 co Re: DECISION of the Barnstable Historical Commission, pursuant to the Code . of the Town of Barnstable ss 112-1 through ss 112-7; DEMOLITION APPROVED for the Property located as follows: 69 Ocean View Avenue, Cotuit,MA MAP PARCEL: 034/045-001 The Barnstable Historical.Commission considered the above referenced application for demolition of the house at the above referenced location, at a duly noticed public hearing held Tuesday,May 17, 2011. The applicant's representative, Attorney Michael Ford, stated that the homeowners have researched the possibilities of relocation and due to the massive size of the structure there are many problems. The homeowners have authorized him to present the option of a deconstruction of any of the significant features that may be saved and preserved and are willing to provide storage as well as documentation of the house,photographs and video. The Commission reviewed the history and architectural features of the building as well as conducted a site visit. It was built 1924 and the style of the building is colonial revival. Based upon the above information and findings, the Barnstable Historical,Commission voted to find the building historically and architecturally significant and approve partial demolition of the two side portions and retain the main structure of the house. The Commission then voted to as follows: Present and,voting for the motion to preserve the building were: Nancy Clark, Marilyn Fifield r Voting against the motion to preserve the building were: George Jessop, Jessica Rapp Grassetti, Barbara Flinn Absent: Nancy Shoemaker, Len Gobeil Motion does not pass Based upon the motion not passing, the Barnstable Historical Commission then voted to allow demolition of the structure, and respectfully requests that the deconstruction of significant elements be preserved and the entire project documented. Present and voting for the motion to allow demolition of the building were: George Jessop, Jessica Rapp Grassetti, Barbara Flinn Voting against the motion to allow demolition of the building was: Nancy Clark, Marilyn Fifield Absent: Nancy Shoemaker, Len Gobeil Motion passes 3-2 S. erely, Barbara Flinn, Chairman �— /2011- 1 B O S T O N BUILDING CONSULTANTS TOWN urk 241 A St„Suite 220,Boston,MA 02210 c: ra 6 1 7 / 5 4 2 3 9 3 3 F a x 6 1 7 / 4 2 6 - 8 9 2 2 June 5, 2012 To the Building Inspector Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Re769-Oceanview Ave-,-C.ol it - Pool House Dear Sir: This is to confirm that the structural framing relating for the new Pool House at 69 Oceanview Avenue, Cotuit,has been substantially completed in accordance the structural framing plans, dated January 23, 2012, approved shop drawings, and field sketches. Attached are field inspection reports made by us, and by Michel Cudillo, P.E., during the Construction phase. I have also reviewed pictures of the additional nailing of the 2nd floor sheathing to blocking under the long edges of the panels, and of the blocking installed under the LVL beams supporting the 2nd floor bearing walls, as noted in items 4 and 5 of our report of June 4, 2012. The only remaining framing work is the installation of a 2nd layer of plywood on the shear walls on lines 1.5 and B. This will be done after the electrical work is completed. The contractor and framer are aware of the nailing requirements. To the best of our knowledge, the structural work has been properly completed in accordance with the Massachusetts State Building Code. Sincerely yours, Boston Building Consultants Inc. �t"OF 11,A�`�9cyG JAMS A. BALMER STRUCTURAL No.29743 Ja s A. Balmer, P.E., Vice President �`��rsTE�� Boston Building Consultants �s„�,,a�y �� . Mass. Registration No.: 29743, Structural B 0 S T 0 N , , & � BUILDING TQANO URNISTASL" CONSULTANTS 111111,11 14 A III 0J : 241 'A Street Boston, Massachusetts 02210 617 / 542 - 3933 Fax: 617 / 426 — 8922 D'yy .:: ,>.....a;..au.,...�,r._ Site Visit Report#2 Date: June 4,2012 Reference: Pool House, 69 Ocean View,Cotuit,MA Present: Tom Szatek, James Balmer Observation: 1. Repairs to the steel framing at the vault door,as noted in our March 166 report,were made per our sketch and the beam and vault door is solidly concreted in place. 2. The rough framing is about complete. Carpenters were finishing the nailing of the plywood roof sheathing. Installation of 2nd bedroom ceiling joists/rafter ties was in progress. Nailing was as called for. Hurricane anchors are on site and will be installed shortly from the exterior thru the plywood sheathing. They will also be installed'on the rafters at the interior bearing walls. 3. At first floor interior plywood shear walls, lines 1.5 and B lines,plywood was installed on one side of the wall, and properly nailed. Plywood will be installed on the other side of the wall after electrical work is complete. Plywood was also properly installed at the second floor walls 4. At the 2"d floor,the plywood floor sheathing requires additional nailing to the 2x blocking under the long edges of the panels. Each panel edge is to be fastened at 4"on center. Also, on lines 1.5 and 5 lines,the floor sheathing is to be similarly nailed to the plate at the top of the shear wall on Line 1.5,and to the plate on the steel beam on Line 5. This additional nailing was in progress when I left. 5. The triple LVL's under the second floor bearing wall are properly connected to.the LVL ledger on the sides of the steel beam. At these beams,the ledger should be blocked solid down to the bottom flange of the steel beam. This was in progress when I left. Tom will forward pictures confirming the completion of items 4 and 5. The wood framing was very neatly done. The framer understood the nailing requirements,diaphragm chord connections and placement of hold down anchors. Should you have any questions, please feel free to call. Sincerely yours, Boston Building Consultants, Inc. James Balmer P.E. Vice President i B O S T O N BUILDING T�!'�� OF R��t��STP'3:i�_ CONSULTANTS : , 14 A ; 241 A Street Boston, Massachusetts 02210 617 / 542 - 3933 Fax: 617 / 426 - 8922 ;_ �L63P i Site Visit Report#1 Date: March 16,2012 Reference: Pool House, 69 Ocean View,Cotuit,MA Present: Craig Ashworth,Robert Brannen,Doug Ludgin,and James Balmer Observation: 1. Foundation walls, including added basement vault walls,and basement slab on grade have been cast. 2. Structural steel framing for the first floor has been installed and final bolting of connections has been completed. 2°d floor steel is in place,but not yet fully plumbed and final connections sill to be made. is t floor metal decking is in place. 3. A heavy vault door, salvaged from the original building on site,.was installed within the cast in place concrete vault walls. Because the vault door extended well above the above,and into,the W16 beam under the east wall of the house,approximately 8"of the beam was cut of. There was an attempt to stiffen the edge of the cut web with a pair of light angles,but these repairs are not sufficient. The repair must maintain the intended fixity of the column bases on this line as originally intended. Presently the cut off beam has reduced the stiffness of the beam substantially, especially at the corner column. The installation of the angles, in pieces that do not extend beyond the notch-in the beam,make them ineffective. Please refer to the accompanying sketch, SKS- 1 for repairs. The work includes adding a new angle on one side of the beam notch, extending P-6"beyond the notch on each end; and replacing a short W 10 beam,with a new W 16 beam welded to the existing W 16x40. The repairs must be inspected after completion. 4. Where the new HSS 7"and 9"posts run up thru the thickened portion of the first floor slab, I would suggest wrapping them with bituthane waterproofing,prior to casting the floor slab,to protect them from moisture Should you have any questions,please feel free to call. Sincerely yours, Boston Building Consultants,Inc. James Balmer P.E. Vice President I MICHELE CUDILO, P.E. sw.�_ Consulting Structural EngineerDIVI5ifQN! 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net Mr.Jim Balmer,P.E. Boston Building Consultants 241 A Street Boston,MA 02210 VIA EMAIL RE: PROPOSED POOLHOUSE 71 OCEAN VIEW AVE.,COTUIT,MA Date: April 9-10,2012 Present: E.B.NORRIS SITE SUPERINTENDENT,TOM E.MONIZ,Concrete Forms Subcontractor Objective: To view the reinforcing and formwork at the POOLHOUSE for 1ST FLOOR,and in particular the Section at South Porch(East Porch Sim.). Progress: At the POOLHOUSE, 1'floor slabs were formed on metal decking and reinforced per contract drawings by Boston Building Consultants. DRAWINGS were available on site,showing a sketch of the top of slab level change at the South and East Porch. This is a progress check for concrete pour to be scheduled subsequently. Geometry and rebar layout were confirmed completed. Observations: 1. Formwork for the low to high top of slab was observed to be adequate. Threaded rod attached to the bottom of the steel beam web was placed at 18"o/c. Recommendations: 1. Upon contact with the Engineer of Record and in accordance with contract drawings,the slab thickness in the rib slab is 5"throughout,and was observed adequate for this requirement. I trust the contents of this report meet your needs at this time. Should you have any questions,please call. Sincerely, Michele Cudilo,P.E. Cc: P. Sidman /2012-05 MICHEL.E CMOs P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 026324979 '(508)771-7601»Fax(548)771-7163 mcudito ,comcastmet February 6,2012 Mr.Jim Balman,P.E. Boston Building Consultants 24l A Street Boston,MA. 02210 VIA FAX. 617-426-8922 RE: PROPOSED PO(}I:HOUSE 71 OCEAN VIEW AVE.,COTUIT,MA Date: February.3,2012. Present E.MONIZ,Concrete Forms Subcontractor Objective. To view the reinforcing and formwork and concrete pour operations at the POOLHOUSE for FOUNDATION WALLS: Progress. At the POOLHOUS ,FOUNDATION WALLS were torrued and reinforced per contract drawings by Boston Building Consultants. DRAWINGS-were updated and available on site,shoring a 3'_8„'addition to the north above Grid Line A This ls,,asmamwoheck for ncr e pour selteduted Monday,February 6,2012. Geometry,layout and.tactcqheck pr��r� �clstdlatrb sft�supe�:is€�r. awry for:12 n 14"E: ., .tivas ecrrrnpletee Al, tntntp t'cn follow 44040004' fan i#et ' I!14 ,+,v 3 ': chef, forttmwurlt`itn correct orientation vertne It . rm not d: in current estgrt �lornl +ra rod wlll of lie used. 3, ; 'Ilnt set too.,.. Sly t1ls ;wclio stilts for aMlat , . eporn� nda�o �� Zl- I� " � nrz�etswl�� r;� �d e cp�u �cdSs were lcnd�t� gaIfocSt�r�: �et�;b�rtt ttnoret2glt�` �(h?saaaud znbp�cs atduate tcir thl requireinedt; 01/12Z2012 12:3.2 Michele Cud il:oi PE N0.?9` 01 MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane 4 Centerville,Massachusetts 02632.1979 (508)771-7601 Fax(108)771-7163 mcudilo@comcast> et, .January 12,2412 Mr.Jim Batman,P.E. Boston Building Consultants 241 A Street Boston,MA 02210 RE: PROPOSED POOLHOUSE 71 OCEAN VIRW AVE:,COTUIT,MA Date:Tanuary 19,2012 Present: E.MONIZ.Concrete Forms Subcontractor Objective: To view the reinforcing and formwork end conorew pour operatiowatdwPOOLHOUSE.for FOOTINGS:and due:IN SITU SOILS: Progress: Atthe POOLHOUSE,footings ware formed and reinforced per'conttgct.dCawings by-Boston Build Consultants: Frost-walls were formed and reinforcement was placed with dowels owb wail face. Interior spec footings were formed;and reinforaement was placed.; Observations: 1. Footing soils wore loose sand of uniform grain size: 2. In cases ouch as(3)3'front spread footings,the LHS was combined with the wall footing:_Note that the:. stair Is to be eliminated,and a vault is to replace,this plan else usage., Recomrmendadonet 1. Upon contact with the Engineer of Record the column loads were calculated '' Po Engi againat:foodeg size to be no more dran.2ksf. Thelooso uM observed is adequate for this requirement. Sincerely, %C= P.Stdman eC . tscis f ` .✓ k Y 1� rp � PROJECT ADDRESS:_lam` PERMIT# PERMIT DATE: "7 I as r M/P: LARGE ROLLED PLANS ARK IN: w B® 1 � 4 SLOT L-3l Data entered in MAPS program on: BY:- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map r Parcel O Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee. 2 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Ad ress Village Own fl Addres Telephone== o s( 2� G 0 Permit R best— a c E Square feet: 1 st floor: existing h�proposed t 2nd floor: existing proposed Total new 0 Zoning District 1 Flood Plain_ 41 roundwater Overlay _ Project Valuation Construction Type Lot Size 0-2C3 Grandfathered: ❑Yes o If yes, attach supporting documentation. Dwelling Type: Single Fami9� 1/gs Two Family ❑ Multi-Family(# units) Age of Existing StructureHistoric House: ❑Yes bd No On Old King's Highway: ❑Yes No Basement Type Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) eo� Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Z9 Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new 4'2 First Floor Room Count Heat Type and Fuel: ❑ Gas A Oil ❑ Electric ❑ Other Central Air: ❑Yes A No Fireplaces: Existing-li-New -0 Existing wood/coal stove: ❑Yes No If Detached garage: ❑ existing ❑ new size Fool: ❑ exi in ❑ new size _ Barn: ❑ existing ❑ new size— Attached 9 g � 9 Attached garage: ❑ existing ❑ new sizg/ hed: existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes o If yes, site plan review # Current Use Proposed Use fialw� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 1 7 � Name rt�C Telephone Number 7-" G A�6 Address G �✓ ✓� �� ense # 2lO5 Home Improvement Contractor# Worker's Compensation 2"2 3 Z� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATUR ATE �v FOR OFFICIAL USE ONLY APPLICATION# t { DATE ISSUED ? MAP.PARCEL NO. i • r r J ' ADDRESS -VILLAGE - OWNER � F; i DATE OF INSPECTION: FOUNDATION T FRAME x INSULATION,,- FIREPLACE f . ELECTRICAL: ROUGH 'FINAL PLUMBING: ROUGH FINAL CAS:fi t, ' ROUGH E,, _ FINAL F.1NAL BUILDING frr � t <_ ,DATE CLOSED OUT ASSOCIATION PLAN NO. t t , ti ' The Commonwealth of Massachusetts c ,; Department of Industrial Accidents ilk. ° Office of Investigations 1iI; 600 Washington Street Boston,MA 02111 cV~ www.massg ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl . Name (Business/Organization/Individual): Address: _ `� f5r,�L UIFS City/State/Zip: if U_,. Phone #" Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ 1 am a general contractor and I 6. New construction I (full and/or part-time).* -have-hired the sub-contractors 2.❑ 1 am a sole proprietor or partner listed on the attached sheet t 7• ❑ Remodeling ship and have no employees These sub-contractors have: 8. Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL I LEJ Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.] t. employees. [No workers' 13.❑ Other_ comp. insurance required:] *Any applicant that checks box#1 mustalso fil1 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. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information l Insurance Company Name: Policy#or Self-ins. Lic.#: 11J bE 2�' �- 2' Expiration Date: Z� Job Site Address: OnCity/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 Tine 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 der the pain pe es per' that the informal• rovided above is true and correct Si ature: 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 IBuilding Department 3. City/Town Clerk -4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments,and who resides therein, or the occupant of the dwelling,house'of another�vho erhploys persons to do maintenance,c nsttvction or repair work on such dwelling house or on the grodnds or building appurtenant thereto shall not�because of such employment be deemed to„be an.employer." MGL chapter 152, §25C(6)also states that,"every state or local licensing agency shall withhold the issuance or renewal ofa license or permit to operate'a business or to cons'truct'br�ildiSngs in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its..political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of ' insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured-companies should enter their self-insurance license number on the appropriate line. City or Town Officials i Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of thdaffdavii fot:,,you to fill out in the event the'Office of Investigations has.to cQnta'ct you regarding the applicant. Please be'sure to.fill in the permit/license number which will be used as a reference number. In addition,an applicant f that mustsubmtt'muitiple permit/license applications in any given year,'need only sub nbt one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department''&aildress;;telephone and fax number: The Commonwealth of Massachusetts ;; { Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFB Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia Client#: 646400 2NORRISEB DATE(MMIDDIYYYY), ACORD.. CERTIFICATE OF LIABILITY INSURANCE o5/10/2011 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:If the certificate holder is an ADDITIONAL INSURED,the policy(les)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 - CONTACT NAME: Dowling&O'Neil Insurance PHANEo, FAX,� Ext:508 775-16 AIC No 5087781218 Agency E-MAIL 973 lyannough Rd., PO BOX 1990 ADDRESS:. Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:Acadia Insurance INSURED INSURER B E. B.Norris&Son., Inc. 138 Osterville-West Barnstable Road INSURER C INSURER Osterville, MA 02655 . INSURER E INSURER F: 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 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 BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR a TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS A GENERAL LIABILITY BINDER322326 5/03/2011 05/03/2012 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISESa RENTED $25O 000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 JECT POLICY PRO LOC $ A AUTOMOBILE LIABILITY BINDER322325 5/03/201 i 05/03/201 Ea aoc deDtSINGLE LIMIT , $ - BODILY INJURY(Per person) $1,000,000 ANY AUTO - ALL OWNED Ix SCHEDULED BODILY INJURY(Per accident) $1 00O 000 AUTOS AUTOS > >X HIRED AUTOS AUUTOSNON-OWNED PR PERTcidentDAMAGE $500,000 4i, $ A X UMBRELLA LIAB OCCUR BINDER322328 5/03/2011 05/03/201 EACH OCCURRENCE S10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1 O 000 000 DED I X RETENTION$0 _ $ A WORKERS COMPENSATION BINDER322327 5103/2011 05/03/201 X WC STATU ITORY - AND EMPLOYERS'LIABILITY LIMITS OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? N] NIA _ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other ' limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 . AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S806581M80657 LS1 Oac OfSceTtmout"e�aisfiVsinesssltegu ation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:, A,102014 Type: Office of Consumer Affairs and Business Regulation Expiration 6/30/2012 Private Corporation 10 Park Plaza'-Suite 5170 Boston,MA 02116 ER I=ST B. 4 - Craig Ashworth 138 Osterville W. Barnstable Osterville, MA 02655 ' Undersecretary M z Y Not valid without signature ,.. a __ L r %=> Massachusetts-'Depat-tment.of f tiblic Safety' Board of-Building Repulations and Standards Construction, Supervisor License License: CS 15851 I Restricted to DO f �w , ;GRAIG IN "ASHWORTH f ,.138 OST W BARNSTABLE OSTERVILLE,''MA 02655 Expiration: 9/28/2011, ('unuuiviuucr Tr#:^3091 t 07/14/2011 15:10 508-428-7517 COTUIT WATER DEPT PAGE 02/02 y FIR);DLS I'RIGT» b ivz6 4300 FALMOUTH ROAD, P.Q. BOX 451 COTUIT, 'MASS. 02635 PHONE 508-428-2687, FAX 508-428-7517 June 13,2011 Matt Sidman 69 Ocean View Ave. +. Cotuit,MA 02635 Dear Mr. Sidman, On June 13,2011 ,your service located at 69 Ocean.View Avenue was cut and capped and the meter was removed. Sincere Sheri Leavenworth - Business Manager Jun, 7, 2011 2:49PM N s t a r No. 9907 Pr 1 ONSTAR NSTAR.EleGric&Gaa Company One NSTAR way,WasLw00d,Massachusetts 02090.9230 EL EC TR/C GAS June 7, 2011 Alan J Schlesinger h' Schlesinger& Buchbinder LPP' 1200 Walnut St a. Newton MA 02461-1267' `v RE: 69 Ocean View Ave Cotuit MA 02635 Dear Alan J Schlesinger: This letter will serve as confirmation that the electric service at 69`0cean View Ave Cotuit MA 02635, has been removed as of 6/2/11---w/o# 1831677. , Based on this information, there is no electric power to this building and you may proceed with the demolition: If you.have any questions, please contact me at 4417888-633-3797 r Sincerely, 4 Ms Hebshie New Connections Office , s s r CIC/XXX NewTemplate l t national grid June 20, 2011 Robert Maglio Be: 69 Ocean View Avenue: Cofiut, Ma, This letter is to notify you that the gas service to 69 Ocean View.Avenue, Cotuit, Ma was cut off at main on 6/11/11. If you have any questions, please feel free to contact me @ 781-907-2930 Sincerely, Diane L. Stevenin Customer Driven Construction diane.stevenin@us.ngrid.com 781-907-2930 781-522-1056 fax 40 Sylvan Road E-2 Waltham, Ma 02451 Jun 2011 02:24p Alan J.Schlesinger (617)965-6824 p.2 EE/10J2C�11. 12:29 15@B7757877 ttirvura-1� Town of Barnstable v Reg*atory Services Building IDWdon .r TomPwry, BMIAW Comm*don r 200 Mo-In$treat Xy=fs,MA 02601 - weew.�c�nbar�tab�.�ae.�s ffva: 502-262-4038 ` .,d Fax: 5084K-6230 °. Prop Qw Mermust amplete aud Sign Thia Section If Using A B uil.der .� ow=of the suh}ect p=.?ezL7 • '}rerebyasthoaze: . 1 l��• 3 't i.� #p•'Let as Mir tt a�f; itt all wilive to vark w6rize(i bytbis bumjux peraat appumttfla (.Address of job) ,. S Date THE Town of Barnstable Barnstable Historical Commission * . _ 200 Main Street, Hyannis,Massachusetts 02601 9� ,g' (508) 862-4787 Fax (508) 862-4725 1639, 1� www.town.barnstable.maxs Linda Hutchenrider, Town Clerk, Town of Barnstable, 367 Main Street, Hyannis, MA 02601 Thomas Perry, Building Commissioner -- _' 200 Main St, Hyannis MA 02601 �.. Michael Ford,Esquire 'l lti P O Box-665 015' tom, West Harwich,MA 02671 ' Re: DECISION of the Barnstable Historical Commission, pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7; DEMOLITION APPROVED for the Property located as follows: 69 Ocean View Avenue, Cotuit,MA MAP PARCEL: 034/045-001 The Barnstable Historical Commission considered the above referenced application for demolition of the house at the above referenced location, at a duly noticed public hearing held Tuesday,May 17, 2011. The applicant's representative, Attorney Michael Ford, stated that the homeowners have researched the possibilities of relocation and due to the massive size of the structure there are many problems. The homeowners have authorized him to present the option of a deconstruction of any of the significant features that may be saved and preserved and are willing to provide storage as well as documentation of the house, photographs and video. The Commission reviewed the history and architectural features of the building as well'as conducted a site visit. It was built 1924 and the style of the building is colonial revival. Based upon the above information and findings, the Barnstable Historical.Commission voted to find the building historically and architecturally significant and approve partial demolition of the two side portions and retain the main structure of the house. The Commission then voted to as follows: Present and voting for the motion to preserve the building were: Nancy Clark, Marilyn Fifield I .. i Voting against the motion to preserve the building were: George Jessop, Jessica Rapp Grassetti, Barbara Flinn Absent: Nancy Shoemaker, Len Gobeil Motion does not pass Based upon the motion not passing, the Barnstable Historical Commission then voted to allow demolition of the structure, and respectfully requests that the deconstruction of significant elements be preserved and the entire project documented. Present and voting for the motion to allow demolition of the building were: George Jessop, Jessica Rapp Grassetti, Barbara Flinn Voting against the motion to allow demolition of the building was: Nancy Clark, Marilyn Fifield Absent: Nancy Shoemaker, Len Gobeil Motion passes 3-2 Si erely, Barbara Flinn, Chairman �� /2011 .M �tNE tq� i Town of Barnstable Barnstable Historical Commission ' 200 Main Street, Hyannis, Massachusetts 02601 v�nTABLE,g; (508) 862-4787 Fax (508) 862-4725 1639= ♦0 www.town.barnstable.ma.us ArFD MAC A • c; C`J. Linda Hutchenrider, Town Clerk, Town of Barnstable, 367 Main Street, Hyannis, MA 02601 "Thomas Perry, Building Commissioner 200 Main St, Hyannis MA 02601 r -i e Michael Ford,Esquire P O Box 665 , . West Harwich, MA 02671 ' Re: DECISION of the Barnstable Historical Commission, pursuant to the Code • of the Town of Barnstable ss 112-1 through ss 112-7; , DEMOLITION APPROVED for the Property located as follows: ' " 69 Ocean View Avenue, Cotuit,MAC MAP PARCEL: 034/045-001 The Barnstable Historical Commission considered the above referenced application for +. demolition of the house at the above referenced location, at a duly noticed public hearing. held Tuesday, May 17, 2011. The applicant's representative, Attorney Michael Ford, stated that the homeowners have researched the possibilities of relocation and due to the massive size of the structure there are many problems. The homeowners have authorized him jo present the option of a deconstruction of any of the significant features thatmay be saved and preserved and are willing to provide storage as well as documentation of the house, photographs and video. The Commission reviewed the history and architectural features of the building as weltas: conducted a site visit.. It was built 1924 and the-style of the building is colonial revival.' Based upon the above information and findings, the Barnstable Historical Commission, yoted-to findythe buildi-ng h stor-icall_y and-architecturallysignifT icant and.approve-partial :, demoliti-n-of the:.two s iEe portions;and-retain-the.main-,structure'-of the-house::The :aE Commissiontlien voted,to as follows: o- Present and voting for the motion to preserve the building weres Nancy Clark, Marilyn Fifield - Voting against the motion to preserve the building were: George Jessop, Jessica Rapp Grassetti,Barbara Flinn, Absent: Nancy Shoemaker, Len Gobeil Motion=does`not pass Based upon the motion not passing, the Barnstable Historical-Commission then voted to allow.demolition-of.the structure;and-respectfully requests that the deconstruction of significant elements be pr"eserved-and the entire project documented-�)i LPresent and voting for the motion to allow demolition of the building were: r George Jessop, Jessica Rapp Grassetti,.Barbara Flinn Voting against the.motion to allow demolition of the building was: [Nancy Clark, Marilyn Fifield' s Absent: Nancy Shoemaker, Len Gobeil -Motion passes 3-2 Sincerely, &arra Linn, Chairm� -�—� 2011 y . O�THE A Town of Barnstable Barnstable Historical Commission 200 Main Street, Hyannis,Massachusetts 02601 BAMSTASLE, * (508) 862-4787 Fax (508) 862-4725 MASS. 9� 1639. �� www.town.bamstable.ma.us ArFD MA'S a �a Attorney Michael Ford .aL PO Box 665, West Harwich, MA 02671 two; Ernest B.Norris . _ 138 Osterville West Barnstable Road Osterville,MA 02655 Thomas Perry,Building Commissioner 200 Main St, Hyannis MA 02601 Re: INITIAL DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7; an application for DEMOLITION of property as follows: 69 Ocean view Avenue,Cotuit MAP PARCEL: 045001 The Barnstable Historical Commission considered the above referenced application for F demolition of the house at 69 Ocean view Avenue Cotuit, at their meeting of April 21, 2011. The Commission reviewed photographs of the building,the historic form B inventory and the. building's history. It is a large building built in 1924 in the Colonial Revival style. Although it is not listed on the National Register,the inventory Form B indicates that is eligible for such listing, individually and as contributing to a potential historic district. As such,the Commission found that that on an initial basis,,it is significant both for its architectural style and for the one_of the owners, Fred Crawford, founder of TRW. Crawford is an important figure in Cotuit; he gave land to the village and the property now used by the Cotuit Historical Society. r 7 Based on the initial finding of significance,the Commission voted unanimously to hold a public hearing on the application for demolition..; Lid r n Present and voting unanimously to hold a public hearing were: Jessica Rapp Grassetti, George Jessop, Jr. AIA Emeritus,Nancy Clark,Nancy Shoemaker, and Marilyn Fifield; Len Gobeil. Sincerely LL Barbara Flinn,,Chairman C�5April ; 2011 TOWN OF BARNSTABLE Iding tNE 201103234Bui Permit BARNSTABLE, * Issue Date: 07/25/11 y MASS. �p 039• ®� Applicant: E.B.NORRIS&SON,INC. Permit Number: B 20111526 rFD ARAM Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/22/12 Location 69 OCEAN VIEW AVENUE Zoning District .RF -Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 034045001 Permit Fee$ Contractor E.B.NORRIS &SON,INC. Village CO�'[J .4pp Fee$ License_Nurn--15.85-1 __ Est Construction Cost$ Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND i_REBUILD.SIGNLE FAMILY.HOME THIS CARD MUST HE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record:"SCHLESINGER,ALAN J TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: C/O THE BEACON COMPANIES r INSPECTION HAS BEEN MADE. 50 FEDERAL ST.,4TH FLOOR BOSTON,MA 02110 Application Entered l y: RM" Building Permit Issued By: A" Gd THIS PEP MIT CONVEYS NO RIGHT TO:OCCUPY.ANY STREET,ALLEY.�.OR SIDEWALK OR-ANY PART THEREOF;,EITFIER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS.ON PUBLIC PROPERTY;NO. SPECiFICALLY:PERMIITED UNDER THE BUILD ING CODE;.MUST BE.APPROVED BY THE JURISDICTION'_::STREET OR ALLEY-GRADES AS;..ELL AS DEPTHAAND-LOCATION OF PUBLICSEWERS MAX BE OBTAII9 D FROM THE DEPARTMENT`OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT.DOES NOT RELEASE THE APPLICANT FROM,THE CONDITIONS OF ANY APPLICABLE SUBDMSION RESTRICTIONS. ` MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: L YOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. . 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.F114AL INSPECTION BEFORE OCCUPANCY.� WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.' 1 . WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK-IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUIILDING INSPECTION APPROVALS - PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 4, vrovv� znr��•j-• pV / H 3 1)•Heating Inspection Approvals 'Engineering Dept I Fire Dept Board of Health Town of Barnstable Building Department - 200 Mai Street * ELAMST"LE. * Hyannis, MA 02601 M►S. �16 (508) 862-4038 Certificate of Occupancy Application Number: 201103234 CO Number: 20140038 Parcel 10: 034045001 CO Issue Date: 05114/14 Location: 69 OCEAN VIEW AVENUE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT Gen Contractor: E.B. NORRIS & SON, INC. Permit Type: RC0O CERTIFICATE OF OCCUPANCY RES 'Comments: &gepartment Signature Date Signed o o ----- s4 � \o IC ro � U 0 o W O 7 �d �Icoaa°-------------- I Q ---------------- zk ds ---) --_---- >. r i n � I`I 1 ----- -- I 3f WW .. • ' ' F. a .. V � " --` - -` � V/ ' . r ` F-'W '. _ •. - s.. lwOX fEIKEfi WTE * Imo., I • —————— ———— ----- — — ———— ————— - - �-- I •� is � � - - r - 6 — I�/TO RFNAINRIVEW - - ! MORN LINK LINE 1'w4M SNNE RETAIwNO WAIL Ar 4Y , • I NEW 12M0'PO01, I SCAIE:1".10 r uuulll .xF.S G r '4'v.�.� �INOm AREIA INOIUlES 'GsY. F7£. S — i'^C b FOOSFRINF OF ENImNG MOUSE�Y )1.0 �rO BE��MMm ' •wDM Rt�uwND wau Ar yy��`` '\"c� �. sr arum v/,n0 �\: ^•$' ��Ix I. 1 - TOBEGM LEFWNDATON }"YYY - q+, LIQ�EyEV I,5 , -y . TO BE BA<NEILLED.. ��''t�` j.�� `�'rN\ ��I � �� ` I�hA.. I P � WORN LIMIT LINE • Q . - I + ' '1MWMfENOEfi TE . I 100 FROM mOEOF . I FOUNDATON TO OE �— _ WEIIAMDS - OACNXLIm. I . .. V EOmNO FATO I LOWER RATO FATO SLAB TO REAWN. ' . •` `, \ 10(FAWN I�ELEV.:•10.0 j XANDOEA,OLOM ROOF. , ` ``� �.� \ i SwPERMWiDSEttEOF - ITE PLAN ------------ v - -- "En�4- - I PERMIT SET -------------- -- _--_-- __ ______ `-`` � SITE PLAN �... . . . . . . . . . . - --. ------ - --- AL I a ---� - - I 1V1 M off- r - - -- ; ; z4 ----- r ---------------------------- --- ------------- a ----- ---- ---- -- - ----------------- - - .. COIYRWIlim x0,1 e ----- --- - -------- . , / u, - - a a_ T r cn - H!NIGX FENCE B G i\ r � I � I RocF uvmNAr+c-�. 'I 1. ' - Wdd r aT LIABT LINE !NIGH STONEBIRLdNG—I FIAWN I IiTO R �I - - - . HEW iiMVPO0.I I I �, r I 41 i I,i BCAIE:1' •IO — —-—-— DATE:oanem ' mEv Iz REV61ONs:. `i` ,S"e fOOTPaM OF EIOBIING Hd1EE - ''^"E BED . -HETAINING WALL AT "l y\�',y'r IGN R EGLTING OUS TOLE BACRE�N OATION 'V+ &'s-. ELv P)1i5 h �F\I '.I I WORN L;WT LINE I' .n.o_ HwH � FENCE BC TE ., n.o - _ 1 ,GO D EDGE OF FENOONNDATION TO BEwE� WETLANDS . E%ISIING PAliO I LOWER PATIO PATIO SLAB TO REMAIN. TO eFAWN �ELEV.:.IB.o HANPOE 01. ROOT. - -------------- .. . .. \ �---- -- .•i9.B . xe r \ � �-_ ; SO FROM EWEOF r _ ________ _________ WETIANOB . \\ ``�� t _ ____________9 - PERMIT' � SET --- --- -- SITE PLAN i 11 j r� Geoff e N/F 3 S ZS 43'05„ 2p 8 L/ Cd ASSESSORS REF.: �� 1 75.85,—E \S '>0. °/36 nnor �'o_ ✓°hn R ot�t ,�/F � 4 ;I Map 034, Parcel 045001 S a 8807' E s 7j �5 DH i �� Tryst FEMA FLOOD ZONE , °1„E� � i © tf Q° Zone C & V17 (EL14) 8654 's F9on Trs Panel # 250001 0018 D (rev. July 2, 1992) Uj REVISED GROUNDWATER ssm LOT 10 23 ® SSM 6tio6�6� , t=" k PROTECTION OVERLAY DISTRICT: 175,646±SF (Registered Upland) 488 End (/)5 Z obi 19,463tSF,(Registered Wetland) _ S >3, AP — Aquifer Protection District ^• 5,720±SF (Unregistered Wetland) N 200,829±SF or 4.61±Acres Total rn, Fnd — 6' ss Fnd � ZONE. S�ndH Fnd/ 53'30 BFndH I � RF-1 (RPOD) S 6 Area (min.) 87,120 SF b CDFrontage (min) 20' fT� 0i N a'_ Width (min) 125' o$ Setbacks: �* Fron t 30' o dce%OH m Side 15' d o 4 > Rear 15' z,3 Z L CB/DH y � _ 15B/DH 93 New Concrete CB d FFnd s C81DH Foundation Fnd N #69\ O�ScP. oy�Be ti Lot 5 ; H CB Fnd Fnd 6 8`S' 1, - Pi�kwi N/F Fnd �0425 fEMA Zone Lines' Rb° er Re t � H As Shown On FIRM ' ✓ kt C s1 Tr f Ss� Panel # 250001 0018 D Case T�St / v\ 87 �e�A, g2S�S6 rev July 2, 1992 1. cFnd Fd'e�Oc 6 I certify that the new o foundation shown hereon 0(\-o NOTES.' conforms to the setback requirements of the Zoning ' Bylaws of the town of 1.) The structures shown were located on the ground Barnstable. by conventional survey methods on (or between) Q. %� cm 28/DEC/07 and 14/APR/11. ��gpS_a�t� 1 0 \ FEMP�E1 Ce 2.) The property line information shown hereon was R. o ' 0 compiled from available record information. RICNARE' X pi L'HEVREU too.34312 ap �" �, rc et o.i 3.) This plan is not for recording and is not to be !p Q LIMIT Of UNDEVELOPED COASTAL BARRIER 5� used for construction layout or deed description �`� i ( 4.7cB�oH o Identified 1990 Fnd a purposes. As Shown On FIRM Panel # 250001 0018 D rev July 2, 1992O9S. O� {log cote Sheet # Title: Prepared For: Notes/Revisions: Plot Plan of Land CapeS U f V Scale: 1"=80' See Above. The Evergreen 69 1 of 1 At 69.- Ocean View Avenue In 7 Parker Road Dote: Realt Trust Barnstable (eotu�t) Mass. Osterville MA 02655 221FEBI12 y (508)420-3994 (508)420-3995 fox copesurv@copecod.net �Wg. C323_5g1 W • • .. 1\\:L•. :oiSY REFERENCES: Pt •" ,i'� - - Land Court Case y 9216 A, &39770 C&D Cert. J/192452 4 st, r Cert. g 149650& 149651 i 1 »fff(gtuit ^i- //. °i^ddv �r "\. N LOCUS Zj gy" FEMA FLOOD ZONE Bla l ,• ��. \ zQtga/3ea'nk' _ _ _�.�. _ - - - _ ._ _-.�. _ _- �, r. .- - _ _._ _ _ _ __ _ -_- . ,_ Zone C& V17(ELI4) -- -�Sr" -- \— \^� - -• ""•- , „, -. Panel#250001 0018 D (rev. July 2, 1992) ' / ) ` / �Tu•E \\ \` J - �� Nam• i r \� s.le'�d / ` \ �• ®°"5 ga 4 'y,n f REVISED GROUNDWATER ' 1: f e• _R ® segs� gar r y �\ � `. PROTECTION OVERLAY DISTRICT: I '\1 � \ ��\\� 0!•01 \�"tif.� \- �r RPOD Aquifer QResourcelection Protection District Overloy District o _S _ =yraal �M°i^^o,,. \ \ / = ; y Estuarine Watershed r•� \ /`'• ZONE: Location Map 3 1 J 1 .* RF(RPOO) -2000' a�/ _ \� P^°{nwt�\ o •a \ \\ .� \-,.q,,.•?c.4/ g, •Sy 4. 3 Yr` hArea -a7 - \ `• _ - -\ e ° ti Front`e�,n187,12010 SF ASSESSORS REF.: W \ ore \ rs o' s y✓ � Width min) A Map 034, Parcel 045_001 se E � Setbac s: rtm read, \ \ _ Front Side 15' 5 ... S-t$5� � Rear 15' , - Access se�ent. to Lot 9- 1 \.0 \ \ / v /• m�bN °.p- _ Limit-of_Driveway •1 �� \ \ \ - �.. / d « �. - 1 PERC TEST:13,333 / ^�JJ:� /[5 \ r " I `/ \"� `\\ \ 1�t / 1 PERPow�D evsoa e AALUAu TTORNO�I,w ENGwPZR1Nc �\ P e Wll l` ED \ ry WITNESSBY:DONALD DPShRT(AS•RS.:TOWNOFBARNSTABIP // /,/ 3uNEz9.mu 7 R // / // / / .( /L I 1 I I I \ JG 1 I I \ \ \ \ 1 TEST HOLE-1 L.3os TEST HOLE-2 L.30s Access Eo°ement"'_ \\,\ I\\ 1\\ \\\ \\\ // • 1^~i _ cfu.floaii` stu.,iour . �. V v I L ( \ r .:. Ovw E.101,9 Grhai�Q - _ IVAh4rsA�m: ..sbAversAiva.: ' . s " • 1 I I 1 "/, / /- / 3s� ro ocean wew a \ \ \ \ _ "Yaio'WISH:asnwei..': a :..raio:Wiss.eRO3i.. ' see LC o°c!sg ae ff I d \ \ / e,y I - \ I wN - 01. N �� WGHT YELLOWISHBRO / T WISH BROWN I \ \ � j 4- Sfam >.M.SAND � ''. a`� \\ \ / / I` 1r \ ' Pe2 3 RA'rn02^BNnN O,T ..vb) TEST HOLE-3 TEST HOLE-4 3 \ �ae I /_ ' \ �_ sr - ♦ / 1 / � \ \ \ I I I \ w"" \ sa Pemr r-era Im I I f \ - - \ e \ 4 Np., \ \ J 1 \\\ ... _. J \ Lot}O ?is?;aiu;i:inivi�:�??i:''r::� / �56 / 249,55235E(Revlstered upland)\ .. *1°''. I it s I / \ R, < tl 7 3�R lefered We and l I BB SF 1 ( \ao .............. • I / / / /,! / / / \ 1 ' I \ •\ /- foaests(unroof omal wetland) \ x I \ `` \ 1 •\ ids :.::Y�io�'eTiS.sA�ND::a:? s .: tiAhrisiwD.(:':. - L 26e 7ogrsE or 6.511 aces total �\ I .3\ a \ \ l \ y�Sr / 1 I , \ \ Abe' // \ =�\ \:' - �•�� N LIGHT YELLOWISH BROWN LIGHT YELLOWISH OWN DESIGN DATA °Q \ •• :.mD.SAND h1�.sAND - smileF.may SEP CNOTESsbawa o.rw.Plm Aw APwrn.aLwnnxm.. 1 \ \�\ ♦ ss / / - ',�/28. ROaWS ALLOKED PER ESTUARINE OVERLAY° I -"a \•;, re�°3 r I�I i 1 �/'EO� 25 GALLONS GONEM IOMIN. 14 OOHS Ex/SRNC J BEDROOM$PROPOSW PPRCRAUE 2MIN/IN(LTAR-0.]4) LW Rwrm A^Y Exwveeav Fm Thu P,e,mWCavtr.mvsheR Melee \- t'� / I ft / 136 . _ 1 3 Beamom \ / t _ T \ a dr , No Gvbege ai dv N RryuaW Nawcehon bD°Sefe(1-BS&344T133). `_/-,,. gg�r rjO1 , '`v / to - _ , ' 2Th.Con i1Req-ieJw Se AAPropnme Pamlu From Town - J' O' '�` c%111` / t \ l _ T.ml DeaY Flow-3 TD Fm Cov O /. / . :.' \- - , SITE PASSED • Nee I500 GaI5cptx Tmk Agrnww r.,n.w OSmN by Thu Plm - 3.NhvwmSawmLvwMWICmwWetwSlTolyi B. U, SheO Pk1FM/;1,~/A• » y LEACHIN(LT E) - n.C... -I dCil.eelo50�w T L�1Ss eewcm-T.W. �R�x,R fy T,ua /''�� „ 330 GPD/O74(LTAR)- SP Resa'ved Cwrameti.e With Cohut We4x,1 SW bemAmvdmm - •may 7tbf _ l i w - - Sidwdl-207.10".2532-151 SP With 24E Cha1i00-tea e.3 10 CMR 15A0. �- BJ • // /�/'• —�' �� y. �� - BonmmAm-Iz-IVx25T-3WSP wu. Mien CreM O9• / PERFORNIED BY CHARLES ROWLAND.MT.SUUNANENGINEERWG ( 4AM'mimum of9'of Cavv6Requ'vdlbr All C.mpon 1 / '' —�' // T.ml ,i W-47ISF S.All Strummw Bmwd Throe PemmMot.msublact ,rT - : - r -�� / (. / 1 ,901E EVALUEDBY:ATORN N.13586 +. „ �' r ` // .✓ / // // /,/ / WITNHSSED BY.N/A mVehicuW Tref3icmb.x-20 Loedmg.Iluthe Engmm,e • �••I^" '�^•�w"""- r - - - s. - Raommendetirn WtH-20 Ahve5e be Nee. tilt • n,d\ I / .% / / //,/�j Fl MA•Zpne.Lme9 APRn.zm13 LEACHING CHAMBER DESIGN s1m 11 wavtisht Rave ma c.VeemwiumcafFmhmaoa Pa6ik 1 ...•' /. j / / /j / /%. As o*n bn FIRM All Pi 1a 40.Uw septic Teek lnleu and O.am,D-Box,mdgmLmrhioS Chmnbw. - =- I/B•-r/1' , . .� / / j %/�// !/%/ '6v Jaly 4, re9 TEST HOLE-5 M_34.S - 2J00Gel.Is.ehu\gChembmem TSoficS*tmnbb°meNBodNMeoNmm WrW 310 CMA IS.00R ... I Pea-1 // �.. ., IT•lo"x2P Doublo Wmhed S°ne FicMem9howe - z4e CMR 1.00-r00latwtRwuiw maths TawvofBwetebK _ FJ/I•-1r/2• \ \ •'r /-/SPt% ///��//////��F 1 cave arxwuh Reswee® LEACHING a.eue �. VIA �'• f .}tLt;,kbAbt':.::'..':.' • - -" 1 B.All Pµme°be Srh 40 PVC CHAMBER 6tane ?B\ \\ - . /�////x ///// /,/�o{ /!' ,. 9D•Box Sh.11 Hevoe Mmunum lwide D'.nwian of l2',mWehfvvnm.., r ,v- .... a \ r,//, //, //' ll•!.7 : AQ1C OIfA.Y: - >:. • 10.'Ro 9epv Lr No Lws'u°um B.twern aw Sq7 Tmk Woe me •' 12'-10• — Ova W.D - _ eu Shea by It—tha gmd Deplb.leWT®SheEP �— I \ \�—/�.. / / /// •.,f of% ! ..�W�?IXP.A IQYRSN. -. 7> - / / , WISI3 BROWN..•. /// /./ //me m I6AND S Mmea�.no"Bemw aw�uR�Tew shm evmaw CROSS SECTION OF CHAMBER \ \ —/ pbf;Codetdf cony` , ,_\ cuYER lorRos F Helow the Flow Lina and Shell be wi°cw e.alw. \ \ /// // , /�, t7 'Deftnlflon� ,1 , eROwwsx YEllAw ' NOT TO SCALE \� -- / /i /. v/ % ! H 1 M®.SAND- e • 6\, y0 '26 / 2•/ ��/�j//�/� ! —�I e i NOGRODNOWAT6R@ICOIMIBRBD. L ZH -24 es O F MAssq. A.Faqu - /•eTa m..B/ ,{�! ? . ?' I j( .•/'".! i52=%i r' ,� \P\, netmv r. n _ - / r �•• / t.0a Cal '% �- + /% V� Ciy lb A.y cmrsnr 1 r5oa smtx r 0,, 7� ? ! h I / X: a JOHN C. ro ee w.emree w� au"m,n° r 1 ..7' , ,� 1 /%�N�wys':i/ ! 3 +j y j, /! i ' O O EA �rarL�eaTeZSar r< ., - # ,' d'J. ,/�,.•'�' ! . i •29 a�' , U -. Legend: 'nf -t.lLed" Deciduous Tree Ne owma.atm § !- :,/' ? '/! 11!QA•P� / % ! •. • - Q `�ST ® Sewer Manhole �m T�et Hde 4 '.WIr OI UA®CKLanD ODASIN.9ARnmt !rp Y. / A0.` Electric Manhole DEVELOPED PROFILE OF TENNIS SYSTEM ,� awwe�t: y a0i/M°'°°°) /% % / /$+'' %a•`''�' ' % ,�• d A.sh.en a rwM 11 ® « Pmw a Teaaar Dore o % ' , N',• yI i .� r NOT TO SCALE w Las vow y a teas %! ��' ® Catch Basin `% ® Catch Basin (round) Coniferous Tree - i ? ,/• : e 4 • / Hydrant .• .'' ? .�' !% ? - Hose Bib Holly Tree % .( ' ;•% / /% ? !? •� ® Water Gate ® Well NOTES PREPARED FOR: - PREPARED BY.• 71RE: Site Man - - O Vent Pipe Cedar Tree - The Evergreen 69 Realty. Trust 4 Alan J'$Chl@Singere TfUSt@e Utility Pole - 1.) The property line Information shown was C8 eSury Tennis Court& Shack Sign O CB/OH Concrete Bound w/Drill hole compiled from available record information. Sullivan Engineering,Inc.Ins. 7 Parker Road # Light Post c/0 Alan J Schlesinger PO Box 659 At o ® Gas Gate C SB/DH Stone Bound w/Drill hole 2.) The topographic information was obtained ,w Osterville, MA 02655 Osterville MA 02655 O PK nail 1200 Walnut Street , 69 Ocean View Avenue Utility Hand Hole SSW from an on the ground survey performed on , (508)428-M44(508 428-9617 fax (508)420-J996(508)420-J995 fax w 1L" Irrigation Control Fnd 0 Steel Re-bar w/Schofield Cap $ copeso ftopeodd.net or between 28/DEC/07 and 30/DEC/70. eWtOnIMA��O2 9 SM O Survey Marker Pin , 1 - - Barnstable (cotuit�Mass. - W —OHw—Overhead Wires �d 3. The datum used/s NGVD '29, a fixed mean Field: RILL R ~ --J5--Elevation Contour sea level datum. 4D 0 201 40 60 160 Draft: JOD /R L/0 WS _ —E—Underground Utility M x - Review: PS I Comp.: MLL/RRL DATE: April 2, 2013 SCALE 1"=40' y Project: 21007 Project: C32J W ceaffr NSF 0 ASSESSORS REF.: 3 �� 1 S L.J7843 05' E S, i�58/36 n17o� CR Map, 034, Parcel 045.001 85 \ ,0`36;g3, o ; °hn /� E9ot'it N/F W 88 0� e s _ n & �°Q/??y r Us.t FEMA FLOOD'ZONE © 1gg6S4C. Egon T� Zone C & V17 (EL14) s Panel # 250001 0018 D (rev. July 2, 1992) 0 0 �OOj ssM �� REVISED GROUNDWATER 23�88 ®,\ssm 6ti°6 k.6� PROTECTION OVERLAY DISTRICT: 1z a _�, New Concrete F s ,3 AP - Aquifer Protection District z ^ Foundation SSM 46<335 E (Tennis Cabana) Fnd Ss gg S /dH Fnd �F d/ 53 30 8 H ZONE. I Fn 36,35" RF-1 (RPOD) 5 6 Area (min.) 87,120 SF o LOT 10 o Frontage (min) 20' 3 N Width (min) 125' of 175,646±SF (Registered Upland) o+ Setbacks: 00 19,463±SF (Registered Wetl°nd) o Front 30' VJ `� r7 5,720±SF (Unregistered Wetland) Side 15' U o ICS H-d 200,829±SF or 4.61±Acres Total Rear 15' 0 z l C81Z)H - M ce�H T.,-/nvdH L Fnd - - _ p• O^ L O t 5N ,3 46,' ,S y so°°c/T •Cg H �8 °s CB(DH nd G T � Fnd Fd 10425 FEMA Zone Lines r�k F ce H S' As Shown On FIRM ROb t eO�1 C. oo\ S Panel e� t S•. �.A. S 6•. # 250001 0018 D os s BjOg____ Q e� ' `92 �;S rev July 2, 1992 " I certify that the new CBi+\ �' e d foundation shown hereon 0 No NOTES: conforms to the setback Q . requirements of the Zoning Bylaws of the town of "s �i Zo 1.) The structures shown were located on the ground Barnstable. � c �;� off: by conventional survey methods on (or between) Z�', Q. 28/DEC/07 and 03/JUN/13. FEMPtE' u' ce/oH 2.) The property line information shown hereon was compiled from available record information. / s o .RICHARD R �' r; 'BSr 3.) This plan is not for recording and is not to be CHEUREUX 'O NO. 34312 �o LIMIT Of UNDEVELOPED COASTAL BARRIER 4 /ZCB/O H used for construction layout or deed description �o �� aw (Identified 1990) Fnd a 4'FFG sTQ` As Shown On FIRM purposes. y'- purposes. d Panel # 250001 0018 D AN rev July 2, 1992 o�`. 73O9SS 9 g8 E i �.� O1 o Sheet" # Title: ` ,� Prepared For`. Notes/Revisions: Plot Plan of Land Ca esu ! V Scale: 1"=80' See Above. - - p The Evergreen 69 lof 1 At(69-Ocean--View_Avenuo n3 Date: - 7 Parker Rood Realty Trust Osterville MA 02655 031JUN 13 -399 ( �O�ll �t3 •Banstable cotuitMass■ (508)420-3994 (508)420 " copesurv@copecod.net DWg. C323_J�9� �/ W S 78• F Ceoff� N/'c VJ f Lj ASSESSORS REF.. 3 43 ps E 1 O7 S80M Con �• aW i` 7585 •S 8 36°53 E3E now 1 - i John R F9o1uit Reo/F �\ Map 034, Parcel 045001 a°' _ S )334 0_ Ct& 'oo�%Tru t FEMA FLOOD ZONE Q Q E _� © 7S86S4 G. E9on Tr Zone C & V17 (EL14) 34.9' �9' 3 s i Panel # 250001 0018 D (rev. July 2, 1992) W 148.2' 0 o SOOj w SSM REVISED GROUNDWATER k �`' ?3, ��'�d SS M 6ti°��°� PROTECTION OVERLAY DISTRICT: o New Concrete 8e .End CO5 µo Z �c _ S )3; AP — Aquifer Protection District Foundation ^ S moo.46 o33s„E (Tennis Cabana) `' Fnd Ss Fnd ZONE: 3 6 Area (min.) 87,120 SF S 1 w 3 LOT 10 . i' — O Frontage (min) 20' ti N a'_ Width (min) 125' 00 175,646±SF (Registered Upl�bnd) �o os Setbacks: 19,463tSF (Registered Wetland) Front 30' 5,720±SF (Unregistered 4t1ond m U d 200,829±SF or 4.61±Acres dotal Side 15' Rear 15' p Z u� Ica " h 6 � Ca'") r se " 9 3 S). }. CB H LJ7 13 01f0e �r. Fn No^y%a �9 Lo`�� Lot 5c%cam 4 rs - nd Fnd 69 j'S �°ickkick N/F Fed O¢2S, FEMA Zone Lines As Shown On FIRM Robe�t C shy Trust 8�°9, Qo0\ ' ecA /92s �ev Juanel 2509920018 D certify that the new foundation shown hereon oo NOTES. conforms to the setback requirements of the Zoning Bylaws of the town ofLP 1.) The structures shown were located on the ground Barnstable. ZS�" by conventional survey methods on (or between) ' m. 28/DEC/07 and 03/JUN/13. o_ FEM��IE��a Ln Fnd 2. The property line information shown hereon was- V ., compiled from available .record information. R. RiCHARO eee�t� .. L'WEUREUX sr 3.) This plan is not for recording and is not to be NO 34312 ap LIMIT Of UNDEVELOPED COASTAL BARRIER' used for construction layout or deed description (Identified 1990) 4 purposes. As Shown, On FIRM 18 D • Panel # 250001 00 P " . e rev July 2, 1992 �` /��95' •.: DIV o Sheet # Title: a1 Prepared For: Notes/Revisions: Plot Plan of Land Scale: 1"=80' See Above. Ca eS u ry The Evergreen 69 1 1 At 69 Ocean View Avenue In Date: �n Of 7 Parker Road 11V Osterville MA 02655 Barnstable (Co t Ll 1 t� Mass. (508)420-3994 (508)420-3995 fox ;03/JUN/13 Realty Trust p'W capesurvftapecod.net. � 9' C323_5g1 P 01 0?- -S4 a i GENERAL STRUCTURAL NOTES AND OUTLINE SPECIFICATIONS GEN ROUGH CARPENTRY 1. REFER TO THE PROJECT SPECIFICATIONS AND THE MASSACHUSETTS STATE BUILDING CODE 1. ALL LUMBER TO BE SURFACED DRY (S-DRY) AT A MAXIMUM MOISTURE CONTENT OF FOR 1 & 2 FAMILY DWELLINGS FOR MATERIAL AND WORKMANSHIP NOT SPECIFIED HEREIN. 19%, AND MARKED ACCORDINGLY. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, 2. ALL JOISTS, STUDS AND RAFTERS TO BE HEM-FIR No. 2 OR SPRUCE/PINE/FIR No. 2 MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. THESE DRAWINGS AND GRADE MARKED. SPECIFICATIONS SHALL BE REFEREED TO FOR SIZE AND LOCATION OF OPENINGS, VENTS, PIPES, INSERTS, HANGERS AND THE LIKE. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON THESE DRAWINGS, HOWEVER, THE GENERAL CONTRACTOR SHALL PROVIDE 3. ALL SILLS AND ALL OTHER ELEMENTS SO SPECIFIED, TO BE PRESSURE TREATED (P.T.) FOR ALL OPENINGS WHETHER OR NOT SHOWN ON THE STRUCTURAL DRAWINGS, AND SHALL WITH FEDERALLY APPROVED CHEMICALS. ALL SUCH PRESSURE TREATED MATERIAL TO BE VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH THE MECHANICAL CONTRACTOR. ANY SOUTHERN PINE No. 2 OR BETTER, GRADE MARKED. DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT 00 TO THE ATTENTION OF THE STRUCTURAL ENGINEER FOR APPROVAL. OPENINGS IN SLABS 4. ALL POSTS AND TIMBERS TO BE DOUGLAS-FIR No. 2, GRADE MARKED. AND WALLS LESS THAN 12" IN SIZE ARE GENERALLY NOT INDICATED. CUTTING OF OPENINGS AFTER PLACEMENT OF CONCRETE SHALL NOT BE PERMITTED. REFER TO TYPICAL 5. ALL STUDS TO BEAR PROPER STUD GRADE MARK OR BETTER. DETAILS FOR REINFORCING REQUIRED AROUND SLEEVES. U0 00 3. ALL METHODS OF CONSTRUCTION, NOTES, ETC., INDICATED ON THE DRAWINGS ARE 6. ALL ROOF SHEATHING TO BE 5/8" THICK C-D 32/16 APA INTERIOR WITH EXTERIOR TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. GLUE, GRADE MARKED. U 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 7. ALL CROSS-GRAINED BEARING UNITS (SILLS, SOLE PLATES, BAND JOISTS ETC...) TO BE PRIOR TO COMMENCING WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY INSTALLED AT A MAXIMUM MOISTURE CONTENT OF 15% AS MEASURED IN THE FIELD. DISCREPANCIES WHICH MAY EXIST. U 00 5. THE CONTRACTOR SHALL REVIEW AND SUBMIT SHOP DRAWINGS AND RECEIVE APPROVAL 8. ALL EXTERIOR WALL SHEATHING TO BE 1/2- THICK C-D 24/0 APA INTERIOR WITH PLYWOOD SHEATING PLYWOOD SHEATING 00 ,--JOISTS ABOVE OR SOLID BLOCKING '? BEFORE FABRICATION OF MATERIAL. SHOP DRAWINGS SHALL NOT BE SUBMITTED FOR EXTERIOR GLUE, GRADE MARKED. 0 16- O.C. MIN. ROOF RAFTERS ROOF RAFTERS U APPROVAL WITHOUT THE CONTRACTOR'S FULL REVIEW AND COORDINATION, ANNOTATED AND 0--� SIGNED AS SUCH. ERECTION SHALL BE MADE FROM THE APPROVED SHOP DRAWINGS ONLY. 9. ALL FLOORS TO BE SHEATHED WITH 3/4- THICK SUBFLOOR-UNDERLAYMENT, GROUP 1, cn (10) 10d COMMON Z STRUCTURAL DRAWINGS MAY NOT BE USED AS SHOP DRAWINGS. APA INTERIOR TONGUE AND GROOVE EDGES. ALL UNDERLAYMENT TO BE GLUED WITH w A CONSTRUCTION ADHESIVE WHICH CONFORMS TO APA PERFORMANCE SPECIFICATION AFG-01. NAILS SIMPSON H2.5A 6. THE GENERAL CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SUPPORTS, HURRICANE TIE 7 SIMPSON H2.5A EACH RAFTER WHETHER TEMPORARY OR PERMANENT, AS REQUIRED FOR THE SAFE COMMENCEMENT OF THE z 10. ROOF SHEATHING INSTALLATION NOTES: (CRAFTER P4 W WORK. TEMPORARY SUPPORTS SHALL BE MAINTAINED IN PLACE UNTIL PERMANENT SUPPORTS * PANELS TO BE LAID UP WITH LONG DIMENSION ACROSS RAFTER/7RUSSES EACH RAFTER �: ARE INSTALLED. WITH EACH COURSE LAPPED WITH THE COURSE BELOW. -STRUCTURAL SHEATHING SEE SCHEDULE * ALL MINIMUM OF 1/16- SPACE AT END JOINTS, AND 1/8" SPACE AT EDGE 7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR THE TESTING AGENCY WITHIN A REASONABLE TIME, OF ACTIVITIES ON SITE WHICH REQUIRE THEIR JOINTS. DOUBLE THESE SPACES IN HUMID CONDITIONS. z PRESENCE. OBSERVATIONS BY THE ARCHITECT AND INSPECTION BY THE TESTING PROVIDE PLY-CUPS BETWEEN RAFTERS AT ALL EDGE JOINTS. NAIL WITH CONTINUE PLYWOOD Qti AGENCY ARE MANDATORY AND THE SCOPE OF THESE WILL BE PREARRANGED BY THE SPIRAL THREAD 8d NAILS: CEILING JOIST TO TOP PLATE NAILS SPACED 0 6- O/C AT END JOINTS. ARCHITECT AT THE START OF CONSTRUCTION. NAILS SPACED 0 12" O/C AT INTERMEDIATE SUPPORTS. CONTINUE PLYWOOD CEILING JOIST RIM BOARD STUD BEARING TO TOP PLATE -1/2" PLYWOOD 8. DESIGN LOADS: PROVIDE SOLID BLOCKING AT ALL WALL 11. ALL JOISTS LOCATED UNDER PARTITIONS TO BE DOUBLED. 11.-,�PANIEL EDGES & NAIL PER NAILING SCHEDULE STUD BEARING SHEATHING 1010.00 11 1 2" PLYWOOD (DO NOT LAP) Jv' WALL SHEATHING LIVE LOADS: 12. ALL STRUCTURAL LAMINATED OR PREFABRICATED MEMBERS (M.L. OR L.V.L) TO BE FABRICATED OF MATERIAL FOR Fb=2,600 PSI AND E=1,900,000 PSI OR GREATER AS JTC GROUND SNOW LOAD (Pg)--------30 PSF MANUFACTURED BY THE TRUS-JOIST CORP. OR GEORGIA PACIFIC OR APPROVED EQUAL. ATTIC ---------------------20 PSF (3) FULL LENGTH END STUDS (CHORDS) AT EACH END OF SHEAR PANEL LIVING SPACES ---------------40 PSF COPYRIGHTED 2013 DECKS AND BALCONIES ---------40 PSF 13. BEAMS MADE UP OF MULTIPLE MICRO-LAMS OR LVL'S TO BE FASTENED USING 2 HURRICANE TIE W1 CEILING HURRICANE TIE W1 PLATFORM CEILING IVAN BEREZNICKI ASSOC.,INC. ROWS OF FASTENMASTER TRUSSILOK FASTENERS AT 12 0 C (STAGGERED). ALL NAILING WIND PROVISIONS: TO BE IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE NAILING SCHEDULE. BASIC WIND SPEED: V = 110 MPH NEW SIMPSON HDU HOLD DOWNS HURRICANE TIE DETAILS 14. ALL CONNECTING HARDWARE AND FASTENERS TO BE SIMPSON BRAND OR APPROVED EXPOSURE CATEGORY: C EQUAL, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EACH CORNER W/ THREADED ROD WIND DESIGN METHOD: AF&PA WOOD FRAME oo & SIMPSON ADHESIVE. SEE HOLD DOWN CONSTRUCTION MANUAL 2001 4 SCHEDULE FOR SIZE, TYPE AND EMBEDMENT 3" MIN.-.1' \4 ,\\q D PLY" PLYWOOD PLYWOOD ROOF RAFT ERS 0 NAILS JOIST CARPENTRY STANDARDS A. ALL STRUCTURAL TIMBER TO CONFORM TO THE LATEST EDITION OF NFPA "NATIONAL 1k, 111,E-SILL PLATES FOUNDATIONS DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENT "DESIGN 11 i ii VALUES FOR WOOD CONSTRUCTION'. ii n ii ii CONCRETE FOUNDATION 1. FOUNDATIONS SHALL BE CARRIED TO FIRM UNDISTURBED OR ENGINEERED MATERIALS CAPABLE OF SUSTAINING A BEARING PRESSURE OF 1.5 TONS PER SQUARE FOOT, TO BE B. PROVIDE DOUBLE STUDS (MINIMUM) UNDER ALL HEADERS OR BUILT UP BEAMS UNLESS RIDGE BEAM OR VERIFIED ON THE JOB. FILL MATERIALS ON SITE, WHEN REMOVED, SHALL BE REPLACED OTHERWISE NOTED. SUCH STUDS SHALL BE MADE CONTINUOUS FROM THE POINT OF ------MIN. (2) 5/8- ANCHORS RIDGE BOARD -SIMPSON LSTA18 WITH APPROVED ENGINEERED FILL, PLACED IN 6" LIFTS AND COMPACTED TO 95% STRAP MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. LOAD TO THE FOUNDATION. 2. FOOTING EXCAVATIONS SHALL BE FINISHED BY HAND, PROOF ROLLED WHERE REQUIRED C. ALL TIMBER POSTS TO BE PROVIDED WITH PREFABRICATED METAL CAPS AND BASES PLATE >-� AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE THE PLACEMENT OF SEE DETAILS WHERE APPLICABLE. TOP CONCRETE. D. PREFABRICATED FLOOR JOISTS TO BE TJ1 JOISTS BY TRUS JOIST OR EQUAL, Typical Tennis Shack Sihearwall Elevation 3. NO FOOTINGS TO BE PLACED IN WATER OR ON FROZEN GROUND. INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. o KING STUD U NOTE: SEE FRAMING DRAWINGS FOR SHEAR WALL LOCATIONS RE PROVISIONAL UNTIL SEE SHEAR WALL SCHEDULE ABOVE FOR SHEATHING AND NAILING 4. BOTTOM OF FOOTING ELEVATIONS SHOWN ON THE DRAWINGS A E. ALL LEDGERS TO BE FASTENED USING 2 FASTENMASTER LEDGERILOKS AT 16- O/C 8 1 Od NAILS REQUIREMENTS. > CONDITION OF THE SOIL IS VERIFIED IN THE FIELD AT ALL LOCATIONS. OR 3/4" 0 EXPANSION BOLTS AT 16- O/C (INTO CONCRETE). WINDOW-- 5. BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON BOTH SIDES OF FOUNDATION SCHEDUL U HEADER WALLS. FOUNDATIONS WITH BACKFILL ON ONE SIDE ONLY SHALL IBE SHORED OR HAVE < I > VJ PERMANENT ADJACENT CONSTRUCTION IN PLACE AND OF SUFFICIENT STRENGTH BEFORE un SIMPSON HOLD DOWN ANCHOR ADHESIVE MIN. EMBEDMENT JACK STUDS z BACKFILLING. 6. IF WATER IS ENCOUNTERED, MACHINE EXCAVATE TO CORRECT LEVELS AND INSTALL HDU2-SDS2.5 5/8- 0 THREADED ROD HILTI HIT-HY1 50 10" U CRUSHED COMPACTED STONE OR LEAN CONCRETE; TRENCH DRAIN AND PUMP WHERE 0 TYPICAL NAILING SCHEDULE ROOF RAFTER REQUIRED. CONTRACTOR SHALL PROVIDE CONTINUOUS DRAINAGE BY MECHANICAL METHODS \SIMPSON LSTA18 TO CONTROL SURFACE AND UNDERGROUND WATER AS REQUIRED DURING CONSTRUCTION. SHEATHING NAILS NAIL SPACING STRAP (WHERE REQ.) U SPACING BLOCKING REQUIRED EDGES FIELD LOCATION SHEATHING FASTENERS O.C. I 7. CONTRACTOR SHALL ENSURE THAT GROUND WATER LEVELS UNDER ADJACENT STRUCTURES FIELD AT PLYWOOD JOINTS 1/2- PLYWOOD (MIN.) 8d STRAP OVER RIDGE LOAD TRANSFER AROUND WIND EDGE FIE 4" 12" O.C. AND PROPERTIES ARE NOT LOWERED. 04 R.O. KING STUDS REQ. STRAP REQUIRED EXTERIOR WALLS 32" O.C.ALTERNATIVE: 2X6 COLLAR TIES 0 8. THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS ASSUME NO RESPONSIBILITY (EXCEPT DESIGNATED 5/8" PLYWOOD 8d NAILS 6* O.C. 12" O.C. YES AT TOP 1/3 OF GABLE. <3v-6" (1) 2X- NO FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED ON THE DRAWINGS, SHEAR WALLS) <8'-On (2) 2X- YES SPECIFICATIONS, TEST BORINGS OR TEST PITS. THESE DATA ARE INCLUDED ONLY TO NOTE: RIDGE BOARD OR BEAM MUST NOT BE <12'-0. (3) 2X- YES ASSIST THE CONTRACTOR DURING THE BIDDING AND SUBSEQUENT LOCATIONS AT THE TIME INTERIOR WALLS 1/2- DRYWALL SCREWS 7" O.C. 7" O.C. No LESS IN DEPTH THAN THE RAFTER END CUT. THEY WERE MADE. INCEASE ROOF SHEATHING 5/8- PLYWOOD 8d NAILS 6" O.C. 12" O.C. NO FULL BEARING IDGE SIZE AS NECESSARY FOR 9. IF ROCK IS ENCOUNTERED, EXCAVATE 1'-0- BELOW BOTTOM OF FOOTING. PROVIDE GRAVEL FILL COMPACTED TO 95% DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR FLOOR SHEATHING 3/4- PLYWOOD 8d NAILS 6" O.C. 12" O.C. NO METHOD. 1/2- SHEATHING (MIN.) REINFORCED CONCRETE STUD WALL z STUD WALL-- z - C4 1. ALL REINFORCED CONCRETE WORK SHALL CONFORM TO THE LATEST PROVISIONS OF THE C14 AMERICAN CONCRETE INSTITUTE (ACI 318) AND TO THE RHODE ISLAND STATE BUILDING CODE. IN CASE OF CONFLICT, THE STATE BUILDING CODE SHALL GOVERN., 1/2" SHEATHING (MIN.) RIM JOIST (WHERE APPLICABLE) SCALE: 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI (fc). 3"X3" PLATE WASHER DOUBLE 2X6 SILL (SIMPSON BP1/2-3) DATE:4/11/2013 3. REINFORCEMENT SHALL BE NEW BILLET STEEL BARS AND SHALL CONFORM TO ASTM FLOOR JOISTSJ A-615 GRADE 60. DEFORMATIONS TO CONFORM TO ASTM A305. WELDED WIRE FABRIC REINFORCED CONCRETE 11--5/8"z ANCHOR BOLTS REVISIONS: TO CONFORM TO ASTM Al 85. DOUBLE TOP PLATE-/ Qj' 0 4'-0" O.C. FOUNDATION j 4. CONCRETE SHALL BE CONTROLLED CONCRETE, MIXED AND PLACED UNDER THE (2)- #5 CONT. STUD WALL- aINSPECTION OF AN APPROVED TESTING AGENCY. TOP 4" SLAB 5. GROUT UNDER COLUMN BASE PLATES AND UNDER OTHER BEARING PLATES SHALL BE T.O. SLAB NON-SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI FLOOR TO FLOOR LOAD TRANS FLOOR TO FLOOR LOAD TRANSEE (f'c) AT 3 DAYS. 6. ALL KEYS SHALL BE 2" x 4" (NOMINAL) UNLESS OTHERWISE SHOWN ON THE DRAWINGS. #4 DOWELS 0 32" O/C----�, TYPICAL WIND TIE DOWN DETAILS 0 WIND SPEED 110 120 MPH STRUCTURAL QUALITY ASSURANCE C-4 # --1111� 1. ALL WORK TO BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD (S.E.R.) (2)-BOTTOM 5 CONT. ST RUCTURAL IN THE FIELD, IN ADDITION TO AN APPROVED TESTING LABORATORY, SELECTED BY THE S.E.R. AND PAID FOR BY THE OWNER, WHERE JOB CONDITIONS REQUIRE IT. GENERAL 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL TESTING AND INSPECTION WORK AND NOTIFY THE AGENCY IN A REASONABLE TIME.. 2'-0' NOTES & 3. FOR THIS PROJECT, VISUAL INSPECTION WILL BE REQUIRED FOR ALL STRUCTURAL COMPONENTS TYPICAL IN THE FIELD BY THE S.E.R. -ALL WELDS TO BE COMPLETELY FREE OF SLAG PRIOR TO INSPECTION. -CONCRETE REINFORCEMENT IN WALLS AND F001INGS TO BE PHOTOGRAPHED AND SUBMITTED TYPICAL FROSI WALL W/ SLAB DETAILS FOR APPROVAL PRIOR TO CONCRETE PLACEMENT NOTE: FOR REINFORCING REQUIREMENTS ONLY. SEE MCK SECTIONS FOR ACTUAL TOP OF WALL DETAILS STRUCTURAL QUALITY CONTROL COWEN pl SyltUCTURAL M, me. 1 1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ESTABLISH AND MAINTAIN 14 266 PERMIT SET A PROGRAM OF STRUCTURAL QUALITY CONTROL FOR THE PROJECT WITH REGARDS TO ALL STRUCTURAL SYSTEMS. THIS SHALL INCLUDE TESTING AND INSPECTIONS WHERE NECESSARY. DIMENSIONIN Cowen Assoolates Consulting Structural Engineers 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INCLUDED IN THE 29 Vesta Road STRUCTURAL DOCUMENTS. Natick,Massachusetts 01760 Telephone(508)655-3976 S200 Facsimile(508)655-4284 Email:fred@cowenassoc.com www.cowenassoc.com CA JOB #13.120 -- ------- - --------- �______ —_____-______-------------- 1_______-,-___________"___ - -,----- __ _________ -- -, __-------------- , -------_____---------I— I......_________ __ ---------.--,---—-------_________________---,---------�-,-------.----------�--------------------,--- _____,_____,________ _____ ____ ___-.1 _ _ -11--�-,�l------------------------�--''-,.�, -,----------�----�----,--�.......____ ___-, _____ __ ___ --______-------��- -�-"-.--.--�-�-------,---.-"---�.,-,---,--��----�,�--,--,--�---,�.,.,-.___.___.____,_,_'__ I------11______.___________ -.11 1111111111 __ -------------,----------,------------------�---.-----------------,-- �--- ---11I--- ------- - -- __ - -1 ; . , I I I I I l I I i I I I �t,!�*In_,�12:�_ `_1 -,1, , - , --, I �,�p ,,,Cr,J ,,;�.,�_,,,,I, i ——————_____ ———————————— — .— _�,11� 11 -11 ; -.11 ill , ,, � "I','"',',,, ------------- ------_____ - Y"'�' "" -7 '�,,_ ,,-�, I I �_ I'�L _,11J It 1 ,� I I A �, ,�",_-�-� , � , ,,,,, . , _ i e_<'i" t_��_!It __1� I j 'L,j-.)-.I 11 I -i_I....I ____Ii1'1_ : I -.11- __ � _1 -� 1 1 I I I I _4--I ��,11 I--,- � ��,�� ,, -1-.,�,,,',�,'�,�,, T I I -]--j I I , . 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I ., �, I / . . .. .I .I I �� I 11� . / /IA\ \ A&. � � z � . .1 1.I 71 .. V, �� ]� � . � . , f� . : 4 (.11) < � I . . . . p . � . I .. 11 .7 � . V, I' - . 1��-O W Ln I � /. — // ; �) i �X//' . P4 0 : ROOF PLAN W .< l — FIRST FLOOR PLAN $ W i t / SCALE: 114' = 1141 � (�) SCALE: 1/4' = V-17' � / �)_ � > , \ I I I ! . I /_ : ( 6� BUILDING SECTION . W � U SCALE: 1/2" = V-9' � 44 : I 1 1 i I i \ , 14 . i , \ I 11 z l I I : I - I ! � � \ I I F-Il : �� . I � � � i �� CEILNG r -- \ 11 I ; - ! i . .. l . - ! ______� . SOFFIT —- 1. I I . . . . I . I ,� I -— — ______ aiiiaiiiisil I j - - I . . , I -_ 1, ! _____ : I y . zz , I -___(�) I -____(�) � I I . F 00 . . __.� . . I . �� . . . . . . . . . . - . .. . . I I . I �% I : I l I I � �. : ": I----R 1_--RC_-3 ! 7 1/,C'x 2"WD. : V, I . I _�o 101 i I I L-----� : BLOCKING ALIGN � . .. : I .. I ---- : W/FRIEZE BD. � : . : I I � I T - I ��, 0 WALL I : . I ! � : � 2'9" : I ;, : : : ;n T T , I . ; ;_,��, F 0 ,I M i � + : : - : ,� � � � : : : �' I � . I I � ��_ : : � . : I r--,RC--3 I I ,VCONC.SLAB W/6 x 6 �� Ill i I E t ____� : : � F I W1.4/W1.4 W.W.F. : , : ,� i I I . t I : : : � -T . � I I I � I WITH 6 MIL. : POLY VAPOR BARRIER OVER : � I � . : : 2"RIGID INSULATION 8:6" : C7 : 11 1-1-�,:,:�,,,, I��r I I ._ �, "I I b : A : COMPACTED GRADED ! � __ .- .- .. I,,I 11��,� 3 I I-I ""'," - �� i,LAA, ,�I SCALE:AS NOTED - .- __ .- +_ - I- 4_ � � - - , - , - .- . — � 4 : : GRAVEL. : � ca EQ A 51-01* ,k E0 A l - . - I : : . I I 0 I I � _� I I : CAULK JOINTS W/SEALANT I . : : ,� W - R -R -3 I . : I I I . I ; �-3 1. 11 DATE:03/19/2013 i V. : : � � .l, , I : I . 7: __�...... I—- -i__f- I � + SMOK : . I : : It T.O.SLAB : I I . . I : 1:1 i-- 11 REVISIONS: � l -- : I El. -a-0 3/4" : . : I � I DETECTOR I I ; � : . I Ll 0 �, %r . I I , : % I � , I f — , : _T : V. � �n : I " . I � : .O.C.El.-17-0 3/4' 1 1 1 L I I _. 4i Z� I I I I _____ � � I 11 ,3 -_ - I - : SHELF El.-a-6 3/4" : 1. : I Ill - pi ___ r I -_ : I : �7 ___1 I -I__ _j A I I : L , I � I------------ ---------- -----� : I -01 . I , I 1 3/4"x 2"WD. ; .. : � .1 01 I I _+ I I I IL I I BLOCKING ALIGN : , , 1: + a � Q#.. .+ . . i. � .1 .� I I . I t LEI— IL-- ---- _____ I , I � W/LATTICEWORK .. -- : - V. . i --- I I 1. I � � I A � :�� I 0 WALL — i ; � : -. . .. - .1 - i ,___ __(�) . I -___(�) � Exterior Door Schedule Exterior Window Schedule � 1 1 . __ " : ____� C.L. - . i —I � � . : I : I : �1 z: i A � --< WALL FRAME : : : � —M . — i I I Designtion AA AS Designition A � — I . I 4 : I � : ?� r------+-----:1 r------t------I I I _. ______ ---i--E) 1 -—- I I — I I ____" I : ,l SLAB OVER -:��=- , I 2xg � I I 1 1 11. I :::�__ . � COLUMN Door Type Outswing French Door Outswing Door(Single Window Type Casement : —6"COMPACTED GRADED— I i-------40-:-y L-------4<_�_L_y i / : I I I � I _. I I � 11 . POSTS (Double Hinged) Hinged) I GRAVEL : I i I I I ; I : ; —7 � : : _N I I 11 I I / . � . � GRID LINE 64'xT-I 1/2" 3'-a'x7-2" W x H Size 11_IO`1x.f_(r zo : : I I , I I � W x H Size It T.O.SLAB �. I I i : : : —. - - -----I l-___t_-—---4i---—- --- � / 1 __71' b6 I I El. 4-6 1/4' I : I — � � . I � : I . Quantity 1 2 Quantity I : : : I— i i / I , : � : : =:?� . I I / I I Room Number 102 :: � i � — r-------Rr7 r------ _�_ � Room Number 105 : : I --1 I I � I I I : _ __ 4 —4 Q -4 -=�=- i - -—- . ____ - I / : I I L-----t------j I ----j _� I _--- " �__ I I Room Name OPEN TERRACE Room Name Toilet — —I - . : I ' I -� : 1 14' :�— T-4V" - ::� I TS 2 x 6 1 . i I : I Manufacturer Marvin I & 4 I I I -_ I p I j i_-----_ -BASE W/STL. Manufacturer Marvin . I' — — . - Ift --- - � - PLATE BOLTED --- f I L : ------------------------- � � � 1 1 =4- �; � -___,��) i I J�� TO FOUNDATION F . 1-1— : - ------ ----- —___(�) . . _'�, I i Z' i Muntin Muntin I I I --f- --r: T_ I F I I I ��,' (--, iI r, � T (T N , T.O.C.Et. -V-4 1/4' I I __\�j I T.O.BRICK , . - I \,) . ,_) . -GRID LINE Hardware Set Hardware Set I ,I/ I PAVING 11 I — 8 1/Z'x 10 1/2"x 1/2" 1 I ki I i I I I Lockset STL.PLATES I I I I , . ,---' . Lockset � 777F --------N i 11 11 I I . I ! I I I 11 I Hinges I I I . � Hinges I / � I TS 2x6 I / I / -------_, I [ I BASE W/STL. Screen I � I I I / . I . I PLATE BOLTED Screen 11 I I I I i I � I I TO FOUNDATION Shade System Shade System 1 14 1 4, 11 FLOOR PLANS I . CONCRETE ./. I � 11/47 MID- �I 1/47 11 � �I Ill I - - i SLAB. .. Al Z4 1 . I 1 3/,C'x 2"WD. Insulated Notes Insulated I I & EXTERIOR I It I . I BLOCKING AUGN Notes Low-E Glass I I --- ____Low_-E_GIass, I - , I * I . \ I W/LATTICEWORK (� 0 �) .. I� - . .1 .r, � _ � —X � , ,I , . 7, . � ' * , . @ WALL — / 1 Y)8__� ELEVATIONS ! I 1;1. I �I f . I I . .. � 7. .. I . - .- i� I � I \\ "l t . . ,�l I . , / /I i � �, I . : I (-'s / \\ I . . I \,) '1� . , � . .. 11 , r" , . , , 11 I .. � .] I I / \ / / I ,I 1. . 11 t, % , , ' I'l , , , . . I / \� / / � . v'' I I - I 15 . I ! . . V, I S;; , � . . I . I . I . / � . . I . I �. .. . . I ; 3D Front View I . . , : , , I 2x8 3D Front View , I . . 11 . .. � . . . 1� . I � I . \ I � : . I 'I .7 . . L, . . ��_COLUMN \ / FOUNDATION PLAN REFLECTED CEILING PLAN I! 7 . . . .. I . .� . . I 1;;, I ,I ., I : ., ,� . � - I \\ / \ --E' I i . I I � . . . 7, '. I POSTS N\ I/ \\ 30 SCALE: 1/4" = I'-a' SCALE: 1/4" = V-17' I I I (Y� - �1 . . COLUMN ELEVATION DETAIL 9 COLUMN PLAN DETAIL I I , I U\,\\, 0� I . SMOKE DETECTORS REVIEWED j 1 SCALE: 3" = V-a' SCALE: 3" = I 1-0" I I i PERMIT SET I i t _Mt,4 ,� 6 U I LD I G 6�_ _5�j;m)4 � PT. DATE � � � � t INTERIOR DOOR SCHEDULE I --.--- — i 1 FIRE DEPARTMENT ,DATE i Leaf Watt BOTH SIGNA7URIES ARE REQUIX0 FOR PEnMIT71MG I Door# Room Name Room# Type Door Leaf Size iWxH) Thickness Manufacturer Thickness Orientation PanelType Finish Hardware Set Lockset Hinge Type Notes Related Drawings -- I I I I iI 101 I TOILET . 102 1 Sill Door Hinged I T_G�l I U-1 114, 1 1 a-511 1 - - I I I I I I A200 I I — ,% I,,,,,I 7` �__� 711111";�� 1 _"'� III �_ . 1 E� 'I ,I ' - _`__,� � t I F] I I -I I� --I I I I I I I I I I I [, I I- I - I I I F " i-,. -, I I 1 .I I- I� "I--,-11�, , L, I I - — __ I ,-r,_ I 1_.� I I - . — 7477� [0 17777 - -_ - , , , I d ,. -1 _�I 4& "r i I I a I E-4 U - EE I W i &_� I � , I - I � , I I � i I I , I I ", , , " ' ", " ' ' �," I I 11 �_ - 1`11 �0 k_1111 '"' , - ' ' - 4 ""' "" I �0�_ I ,e� It � I 11 � " "I I I I i I : I 11 I i . . � I i I � I I � _ � ______ - ________ ___ ____ - ------- - - - ---- ----------- - I I __ ____ - ___ -- ------.--.-- --,--- ___________________________ ___ -------- _____._ _ - __ _ _ - __ - � � - ---------------------- 111 1 - � - __ ___ __1__ 1 - ____ - - --,---------- ----------------------------------- ------11 ___________ 11 __________ I �-------------,---------"--------,---------- - - _,_.______.___ - --.---- I --------------------------------,----,----.---.------- ___________________._, '_ --- --- -------------- --- I GENERA-L SPECIFICATIONS SIZE: DEPTH: REFERENCE NUMBER: POOL TILE: COPING: auto cover i DECK:TYPE: winter cover auto fill ; EXISTING PATIO: N/A salt mineral // FINISH:TYPE: jondt high off, ( PUMP:TYPE: STARITE SIZE: ,TBD andy control 2- to house I spa side POOL EQUIPMENT 150' 18"-22" tile edge on steps and benches 2 rows SAME ELEVATION ( FILTER:TYPE: SIZE: TO BE DETERMINED SPA j HEATER TYPE: SIZE: 1811 bubble cover 'J hard cover SKIMMERS: 4EE the line on'benches LIGHT:TYPE: REQ'D: k I Ole budget 10" WALLS POOL CONTROL: 8" FLOOR I CLEANING SYSTEM: 1/2" STEEL ON ALL IE_2,E p DEEP END WALLS SANITIZATIONSYSTEM: 2411 OTHER: _4'-611 _ M ..� SPA SPECIFICATIONS 4 ®.. bench grad le s(e p to -IDS ( 55' track coping I�_ 0 ELEVATION: _ r st 5 f .: ' SIZE:p E, M..w:... .. .,. .,. .., _._I5 ..6 " total) THERAPYJETS: THERAPY PUMP: swim out Steps all lights to be spa LED lights landing CONTROLS: LIGHT: (7„ rise) , NOTE the line on 24" SPILLWAY: steps and benches i OTHER: �y top;stop detail (2" too f 5 to I slope 1G i8 E9 1 ✓✓ ; 42 ledge 3 , sides at -5'6" ,E 8 I/2"ste 2 coping stone E auto cover track water line+. -�-- „ and grout .line E i I/2" / 5 1/2 I auto cover plaster l 4 1/2 ' it and grout line t t s , .. 20' s 20' � 2O'j 1 , 60' l �; 3 3 3} ool o 0",( add 5 1/2" f.or co 1n net trt�o ADDITIONAL #4 ® 6" O.G. VERT. #4 DAL. ® 12" O.G. TYP. BEYOND TRANSITION PT. STAY la" # 5 a 121, O.C. E.W. (5) #4 CONT. TYP. BELOW TOP OF BOND BM. DOWN THROUGH OUT ENTIRE AUTO COVER VAULT THE COVE:6 LAP 1' 81' MIN. POOL WALLS INTO FLOOR AREA. 1 1/4" AUTO GONERTRACK--, crushed stone , # 4 ® b" O.G. E.W. A L)F n THROUGH OUT ENTIRE POOL FLOOR ' ADDITIONAL #5 V-0" E.W. i' r ARK A. .AND DEEP END :WALLS ® FLOOR TRANSITION PT. E Ra" 6��:.�v1 PLACE I",FROM TOP OF SLAB ( IA l HYDROSTATIC RELIEF:VALVE INSTALL PER MANUFACTURER'S � - SPEGIFIGATIONS 561 a T �sr STRUCTURAL NOTES Pool Notes. I. All construction is to conform to the Massachusetts I. Assume maximum safe soil bearing pressure- 2,000 state building code and all applicable product and design V G/± TRUST standards. Absence of specific. Items from these �. All pools are to be placed on natural undisturbed NAME: EVERGREEN ERV REE� 1 �U�7T - drawln s does not Infer that the contractor is relieved material or compacted granular fill. Subsoil bearing from the statutory code requirements. strata shall be free from all vegetation, loam and I ADDRESS: 6►9 OCEANVIEW AVE 2. All materials and methods of construction shall orgonlc material. conform to the approved rules and standards for 5. Do not place backfill against pool walls until all walls ZIP: pp CITY: COTUIT MA materials, tests, and requirements of accepted have obtained '7 day cure strength. grin practice as listed in Appendix A of the 4. All pool floors shall be placed on a I -6 layer of ONE: BUS.PHONE: engineering p App RES.PH Massachusetts State Building Code. crushed tone compacted to a5� standard proctor density at the optimum moisture content. *4 DWL. ® 12" O.G. TYP. Shotcrete (5) #4 CONT. TYP. 12` I. Shotcrete mixture, form=work, delivery, placement and reinforcement shall conform to all requirements"of AGI I � 3 ® 12 O.G. i=A. _ 506.2-cM ( latest edition), unless otherwise noted. I CUSTOMER SIGNATURE: DA1 THROUGH OUTTITI -� 2. Concrete materials shall be ASTM G Type I Portland SPA WALLS - cement. Sand and gravel aggre otes shall be normal i • Height and conform to ASTM Goy Standards. Aggreate • jOL not meeting ASTM 655 standards may be used provided ASSOCIATES re construction tests demonstrates the shotcrete can p 110 ROSARY LANE,UNIT A, meet specified requirements. All concrete shall be i HYDROSTATIC RELIEF VALVE" air-entralned. Concrete compressive strength, (f'c) to`25 HYANNIS,MA 02601 INSTALL PER MANUFACTURER'S Z 12 O.G. E W. All concrete work-5,000'psi. { (508)771-3457 VIOLAASSOCIATES.COM THROUGH OUT ENTIRE y SPEGIFIGATIONS days, p POOL FLOOR DRN.BY: DATE: REV.NO.: DATE: SCALE 3/16 W REFERENCES: Land Court Case # 9216 A, & 39770 C & D o' 1-1/2 sty Cert. # 192452 Dwelling * � fi Cert. # 149650 & 149651 / ceoff N 78¢ l'4,( r s ' °5 \ mac° FEMA FLOOD ZONE : • J�A 36 Zone C & V17 EL14 Panel # 250001 0018 D (rev. July 2, 1992) 7 \ \\ I CB/DH Pump do Gen.Y hr1 R, E9ontu nd C pOh'1 ° Ust �g ty rr F M REVISED GROUNDWATER rs + ® We!/Plt tf. 1586� G, e 4 90r1 O® PROTECTION OVERLAY DISTRICT: � \ m -f, �} � '�. ---•. \ ` --- AP Aquifer Protection. District � TTH-5 N >>so �..Y ��_, _ \ _ o RPOD - Resource Protection Overlay District ` : Estuarine Watershed C11) . �. 12'- " 'A _� \31.8' ZONE: Location Map m P - - \ N \ 4t RF (RPOD) 1 -200o f Fnd 0 06 �o�� Area (min.) 87,120 SF - Peox \ `� `` sM 5 1�0 s � °'O L e Frontage (min) 150' ASSESSORS REF. ` Width min NA Ma 034, Parcel 045001 � , (min) P ° \ TBM EI=40.0'iNGVD . ~ c1v rn sp E \ Setbacks: / \ \ Nail In 16" 0 \ 1EL \ CD T J 1 ,"' Fnd \ \ \ n Fron t 30 �`~ y �<zt � Side 15'� HH W O -r% � � � � \ ,. j J ` , •., ,,. - \ ,� � / / Shed Rear 15 Access a en t I / \v' ;> \ tODorit 15- 3,s�-- �BF°d / �.. / \ Limit-.of_.-Driveway t �. F "� \ � ts23 '` / / , CB�d tA l PERC TEST: 13,333 Emeter l PERFORMED BY:70HN O'DEA,PE- SULLIVAN ENGINEERING \ t R=26.7 ry N _ \ \ HH l \ $ �� ® � \ SOIL EVALUATOR NO.2911 U i �' 3.' 11 j o w � / � � � //� ,/ -�' '6 � 1 \` `�\ V°" 7 -' 36*5 \\ \ 0 4, � � I £ <7l / 1\' �o WITNESSED BY:DONALD D�EMARI20RS.-TOWN OF BARNSTABLE TEL TEST HOLE- 1 TEST HOLE-2 \ ocv \ 1 i l \ a \ / c1v° p e J M� EL.30.5 EL.30.5 �_. F / \ \, / ! \ \ \ Vent ' I tv \ FILL!IAAM FILL J L0:0.M.. '.'. !� 1CH t 1 I r / Access Easement \ o o \ \ / / s 29.6 10" '.'.'..'.'.'. 29.7 n 1 t /f / Over Existing Drive \ \ \ �• �, t t /J - s��, To Ocean View Av \ Icv \ \ \ / Fc 1 YELLOWISHB].O. YELLOWISHBROWN O ` 702\ 1 \ :- - -_^ See LC Doc #69 963 # ai o \ ' 23" ......','.'.'.'.. 28.6 22~ 28.7 d 7' - _ �� / / //' '`.. \ 7 \ \ / Ben,Eh i 1 OAMY'SAND 11 1:OAiVtY'SAND.' �' / •.� ` _.- - -~~ \ p' / / / _ \ v� I \ \ "�� LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN cv\ \\ ° MED.SAND MED.SAND I I \ 25 GALLONS GONE IN 10 MIN. s��Dd \ \ I I \ icv - /- sEE PiS4N r loin 21s � / }a CB Fnd 132~ 19.5 134~ PERC RATE<2 MIN/IN(LTAR=0.74) 19.3 Fad _� \ \ \ \ \ ) \ \ ° c�� TEST HOLE 3 EL.30.5 TEST HOLE-4 EL.29s Lot 10 \ w s' ! �. 3" 1 \ \ \ L 1st, FILLI lvi :':'''::.'.'..': Ili i:io ivi . 249,552±SFJl?egistered Upland) " n 23,768±•SF (Registered Wetland) \ Garage 28 28.2 35 26.6 1 388±SF Unre istered Wetland \ 1 \ .YELLOWISH BRO :':':'.':'.':': GCB/DH 4� / ¢l 9 \ \/� Se .. .. .. . ... 263,708tSF or 6.51f Acres Total " \ LOAMY'SAND " / \: �� 44" .'.'.'..' 26.8 52 LOAMY SAND....... 25.2 LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN - ' , \ / # \ ' may \�, CBS�H °�N DESIGN DATA g - o/ o MED.SAND MED.SAND SEPTIC NOTES M �,`� 28+ DROOMS ALLOWED PER ESTUARINE OVERL Y \��` k„ 6 T 55" 24.9 Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours \ Fnd / 14 B ROOMS EXISTING 3 BEDROOMS PROPOSE Prior to Any Excavation For This Project the Contractor Shall Make 25 GALLONS GONE IN 10 MIN. 3 Bedroom Minimum Design - ae , °� T 136" 19.2 136" PERC RATE<2 MIN/IN(LTAR=0.74) 18.2 the Required Notification to Dig Safe(1-888-344-7233). \ , T No Garbage Grinder 2.The Contractor is Required to Secure Appropriate Permits From Town " '� 69ji15 >>O r0' j / -2 rs GS'f Total Daily Flow=330 GPD j Agencies For Construction Defined b This Plan. / / / TH-1 -� Use a 1500 Gal Septic Tank g y ! •` � O \ 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall �°ick N / Conc - ' LEACHING AREA Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to ✓R ICI tR y Tr \ _ - Col., f _3 �30� . SITE PASSED Assure Watertightness. In General,Water Lines Shall be Constructed in 330 GPD 10.74(LTAR)=446 SF Required Coordination With Cotuit Water,and Shall be in Accordance Sidewall=2(12'-10"+2512'=151 SF With 248 CMR 1.00-7.00&310 CMR 15.00. CB`/DH- ,._ _.._ / -4 / t" 5� Pe Bottom Area=(IT-10"x 25)=320 SF 4.A Minimum of 9"of Cover is Required for All Components. Finish Grade Fnd B>09' 0 l:.~ / S6•• 1.� �1 Total Provided=471 SF 9u - l I/92 F PERFORMED BY:CHARLES ROWLAND,ETT- SULLIVAN ENGINEERING 5.All Structures Buried Three Feet or More or Subject �, �„ .•• � ,, / '''� - r'/:' S6 fit, __ __ _ S EVALUATOR N to Vehicular Traffic to be H-20 Loading.It is the Engineer's 3, Max. 1= I, = _ \ / _ 25~~~ �� ///�/ TO OIL EVAL O.13586 Recommendation that H-20 Always be Used. 9 Min Filter CB_ ( //ry0// / LEACHING CHAMBER DESIGN ~ Compacted Fiu Fabric Fnd\ \ / ° / . l% - //// / q Lines WITNESSED 213/A 6.Install Watertight Risers and Covers to within 6 of Finished Over All Pipes to be Schedule 40. Use Septic Tank Inlets and Outlets,D-Box,and One Leaching Chamber. ° / FEMA Z n e. And/Or t� / ..•j / / '" �� / / �r A's Shown On FIRM 1/8" - 1/2" 0 e r //'j //j / �i/ 2-500 Gal.Leaching Chambers in 7.Septic System to be Installed in Accordance With 310 CMR 15.00& Pea Stone 'S e / / / `/ /j �, �j / Panel # 25 1*99 0018 D 1 f '��/ ev Jul tss2 TEST HOLE- 5 EL.3a.8 IT-10"x 25'Double Washed Stone Fields as Shown. 248 CMR 1.00 7.00 Latest Revision and the Town of Barnstable 3' 3/4" - 1 1/2" \ `° ✓ j / / r// // /j✓ / Y • ' `ri'j �/ �µ .':':FILL/t:OAM Board of Health Regulations. LEACHING Double Washed � �� / •'� / /- �.- ,� / ✓ � ' 8.All Piping to be Sch.40 PVC. CHAMBER Stone a� \ f / / / / /- /• / /// //// �O(� �. 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum /' / / /i ' '�/// /// �O` 1 2" :'.' 34.6 Sum of 6". \ / ..... / / , /// // / �� AP LAY It:IO ................ ...'.' / / VERY DARK GRAY P ( 4' - 10'=� / / O N 10.The Separation Distance Between the Septic Tank Inlets and I 12' - 10" -I \ s\ 1 i / / Q 10" ... . ' Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend r \ '. \ - fi ' ✓! '/ / / / !,$dn�� / //�O LOAMY SAND WI ORGANICS 33.9 ?, _ / / / o BW I;AYER i0Y..... ...... ' a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" /�p CHAMBER p Below the Flow Line,and Shall be Equipped With Gas Baffles. `j 1-1 OSS SECTION OF CI-7AMBEI-1 ~ - �\/ / / ` / i`( %// e - ::':':':'''YELLOWISH BROWN pi-.- ✓ ? -'. .\.tR 24" . LOAMY SAND...... 32.8 \ l ` / r �/ / / / // / / op of Coastal Qank - -. - C LAYER 10 YR 6/8 NOT TO SCALE „� -'F�palg / / ✓ i�/ / ///� •Tawn:'Definition: ✓ / /// ✓/ ( j ^ BROWNISH YELLOW /� / //// /�%/ / l 136" MED.SAND 23.8 . f -/ ✓i�% / NO GROUNDWATER ENCOUNTERED .23 2�/ / f ��°cam UN F.G. EL. 36.00 See Note 6 (typ.) ! �� - �� 0. Flow Equilizers '' �a j � � ' _..._7• - /: / EL. 34.0' r As Required Installer To Confirm Prior EL. i 0��2��• rC To Any Work 1500 Gallon EL. 33.00 11 Top EL. 32.50 i'i i yr - H-20 EL 5� - / '`++ ' Ted ' Septic Tank r' S 03� EL. 32.33 � .� 2• D-Box �t EL. 31.50 H-20 1 \CB/DH ...--6'' / I E : Leaching �.- \\ To Be Installed On /� Chamber 4.7' Fn�a ; -Y N' �$',1 j /,• Stable o�-Yo-se Pot. EL. 29.50 O / Bedding,"T„s / \ `9iP. 0 it ..................:::::::::::::::: `;;;:::.::::;:;;.; 1 a ' Inspection Port, ,car, t.............. eif1blrs tic Rep)aee \• ,� ( 0 r v�. & Baffels A�{.`Unsu�tdble So11Stffln 5 a � : i as Per Title 5 iho flu#sc:'Prirrreksc::vi:a7ie•SYsCer±i. \ ..-5; :� a' OJ. `ZH OF j� ..................... . Le end. . . .. .... ,: : ��P Ass g EL. 18.2 /9 ✓ O / V�iG' � �c N No Groundwaterecv E 1 G Deciduous Tree Per Test Hole 4 LIMIT Of UNDEVELOPED COASTAL BARRIER o sewer Manhole DEVELOPED PROFILE OF TENNIS SYSTEM Identified 1990) :95 a"� ' Cn Q Electric Manhole EL. z ' 1 168 As ShownOn FIRM `5,�6Sr: °' �+/� PerApp T Groundwater Panel # 250001 0018 D F O ® Catch Basin NOT TO OVALS Per TO.B. Maps rev July 2, 1992 �' / flood Dry G/STERN c��Q r �.Coniferous Tree :`/' ,� bbr�N��ENG�� ® Catch Basin (round) 4)' Hydrant ,/ C) a. Hose Bib Holly Tree ® Water Gate. . OO Well s'~�� NOTES PREPARED FOR: PREPARED BY.• TITLE: O Vent Pipe Cedar Tree Site Plan Utility Pole & 1.) The property line information shown was The Evergreen 69 Realty Trust CapeSury '�" eQ {� �[Sign El CB/DH Concrete Bound w/ Drill hole compiled from available record information. Alan J Schlesinger, Trustee Sullivan Engineering, Inc. Tennis Court & Shack Light Post At 0 SB/DH Stone Bound w/ Drill hole C/O .Alan J Schlesinger Po Box 659 7 Parker Road � © Gas Gate 2.) The topographic information was obtained 1200 Walnut Street Osterville, MA 02655 Osterville MA 02655 O [3 HH PK nail HH Utility Hand Hole SSM from on on the ground survey performed on ,/ Fnd ® Steel Re-bar w/ Schofield Cap or between 28/DEC107 and 3OIDEC110. Newton MA O2`t6q 1 (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax 69 Ocean View Avenue T� �icv Irrigation Control SM Survey y Marker Pin copesurvOcopecod.net -OHW Overhead Wires Fnd - -35- - Elevation Contour 3.) The datum used is NGVD 29, a fixed mean ► sea level datum. Draft: JOD Field: Bamstable (Cotuit) ass.40 4 MLL RRL DWB20 0E Underground Utility0 80 160 � � _ Review: PS Comp.: MLL/RRL DATE: SCALE: Project: 21007 April 2, 2013 1" = 401 _--- --- - - _ - - --- _ _ ___ - Project: C323 p ti uaiv��S.1J•A+l:+iilil6 `'Stl+�': if S.atr.t''ti.:• ,tic ''L".�arrp.�:\ 7' / / / / 1 , Nawk Design, Inc. Landscape Archbcdure Land Planning 77� \ ! , Sagamore, MA \ � , 41-/11 617-242-8360 8 I' �'-m" I I II / / • _ 161.611 261-411 f(/ -m 1m II I-m II 26I-4II 3� -1 Info@hawkde*nlnc.com \ \ / �• \ STONE COL ' TYP. / i —•— — . I ICJ(-�u \ HAWK DESIGN,INC.2012 J ----- / ^ STONE WALL, TYP. / I GATES, - \ THIS DRAWING AND ALL INFORMATION CONTAINED HEREONPROPRIETARYF HAWK TP \ \ I `\ DESIGN.INC.INC ANDMAY NOT BE COPIED OR 'T i ANY MEDTHOD,WITHOUT WRITTEN PERMISSION OF HAWK DESIGN,INC, 4 PARKING 1 \ = 1 _ SPACES i 1 — 1 N tYP. - I \ _ •,�, STONE UMN � If .\ 1 z` c REAR TERRACE .;.. : .. EX. TREE / `? N I FENCE 4'ATE I I I': :'I EX. MAPLE Date: 3/15/12 To AIN ENCE PLANTED EDGE OF F / I r:: I I A A, tY - - �. Yam: �.�`. . �;, . � `� N / Num, Dale Description / 1, 5112 Released L2.1&22 to G.C.for wall construction \ �• q.1 , S i k=� — > I \ . '..-''• '.: 'A1�JN PAT -.. N L 3> \ _ t _ 1 / _ T YP , �r '� 1 1 : ,......... . I I 1 SPA ROOF \` J// / ■ i II i / \ — _ N Po (house I o„ 1 swimming Pool C; I If� CJ r� I N , i 101.011 1.011 121-m1' 2'1'-�II 2�1-�II 24, I11 Y/ L , I DOOR L INC CD POOL I COPING Ga11)�Ij 1AJ LAI 0 lob a BENCH PLANTED / I / 1 ♦ AREA, TYP. / �( 77 — — — / / rr I t ■ =01 �i I , 1 - I I C I - I Ga CD �2 \ \\ J/• / \ Drawn By.BNL Checked By,DH \ /,' STEPS - r2� I \ - +� STEPS �2� 11 RISERS ° Pool Area 61, RISERS ,' l \ ♦ - '� , N s - - _ Layout Plan Scale: 11, = 10'-0" 7 QED ` Sheet: \�--__s•--1- \ \ \ ` _ — — _ =� ' \\ 0 10 20 30 feet SCALE: 1" = 10' _ A C 40 REFERENCES: �° Noisy Land Court Case # 9216 A, & 39770 C & D ; � o� Pe, w o / LWIry Cert. # 192452 - �_, Ub ic Cert. # 149650 & 149651Lsnd�nB ICAUK Zi / LOC '8 43'QS" cea2ps ' FEMA FLOOD ZONE a er E \ p s n J r Blu Zone C & V17 (EL14) o e . N / s �o�s, \ N ' Panel # 250001 0018 D (rev. July 2, 1992) o well pit o Ai _10 �•;j ,z;�� / 88 aJ r O P mErnergency ✓°hn R COtUr N/F ` -g u / mpsop I 0 Gen. E t Rua q" '` / I sLe nd -35 o CB/DH Son �, o/ty Tr We# Pit USt REVISED GROUNDWATER / t - - S �`3.34�2 y E O. � Fnd ® G'tf 1S8 S° C n � � '•._ v 6 E r PROTECTION OVERLAY DISTRICT: k o o \ � \ - - �ASAho�t N AP Aquifer Protection District L Or/ye 1 a _ \ RPOD - Resource Protection Overlay District '` 1 SO p7., o w , � , Estuarine Watershed a '0 237 88, - "�o �� Cam..) 4 i \ R-31.8 \ _ ocat on Map J _ \ _ _ _....Q / rn F, 1"=2000't o ZONE: to \ SSM .......q �7 '� 5 RF (RPOD Fnd v Q bl, /0'O�o_ . L N Area (min.) 87,120 SF ASSESSORS REF.: � 3S\ � �1 � SM; / 5 \k•S s �3a33 „ o o;< Frontage in) 150 Ma 034 Parcel 045001 o - _ \ _. d`d S� \ Q Width (m ) N p \ b / \ \ \ cry rn - SO46, 16 \ \ Setbacks: / \ \ \3 \ \� "' Fnd \ \ c Front 30' \ \ 6 \ \ - \ \ \ 1 sry o Side 15 // \\ LOT 10 \\ \ pHH \ \ \ . \ / Shed o T Rear 15 Access osement I _ /� �/ // / � v v to Lot 5- v I \ N �Ss3S� / / / �/ - CB/DH ' � sB/od / / / / 36\ \ \ tir�it of Driveway ' E ` \ \ 523 w - -- / Fnd ° o / N PERC TEST: 13,333 PERFORMED BY:JOHN O'DEA,PE- SULLIVAN ENGINEERING O / ,�j6 / / _ v' \ \ / Ernater I R=26 7' N /� N / / �� / / A \ \ _ _ _ \ \ � ® T SOIL EVALUATOR NO.2911 U / / / // / 1 T -�S2 1 I \ r \ \® �'"t 3'�� y6x5 \ 1 ' \ / _� E Z7 / I / / - 6,- WITNESSED BY:DONALD DESMARIS,R.S.-TOWN OF BARNSTABLE Vo / / / ,J1�6 \ ' \ �CTv \ E N O, JUKE 29,2011 et TEST HOLE - 1 TEST HOLE -2 ocv \ \ v,,o \ / / / crv�eplEL J "� � EL.30.5 EL.30.5 / / / \ \ \ \ \ I FILL/LOAM FILL I LOAM �� \ \ \ / / / \\ v 1 \ \ \ \ \ / cam(# 11 29.6 10" 9.7 n H ` \ i l� //// // // / \3S ` ` \\ \ \\ \\ \ \ / B LAYER 10YR 5/b B;LAYER IOYR S/6 41� ' 1 I / \ \ I \ \ / / YELLOWISH BROWN YELLOWISH BROWN ocv Bench 23" .. ......LOAMY SAND 28.6 22" LOAMY SAND. 28.7 C LAYER 2.5Y B C LAYER 2.SH 6/4 �,, A LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN Access Eose ent n:v\ \ \ •, s�� `��\ MED.SAND MED.SAND 50" PERC TEST 26.3 Over Existing Drive � I o \ \ o ``.°boo o � � To Ocean Vi w Avenue \ A cT90 I 9 Stngo��A yti< qP CB/D H 25 GALLONS GONE IN 10 MIN. 1 S7• ' I / - See LC Doc 698,963 Icv `� / o o F qO /p PERC RATE<2 MIN/IN S8/DH I / \ / / \ \ \ I o os� s�<^c,° Fnd 132" 19.5 134" (LTAR=0.74) 19.3 rnd _ _ _ \ - / / / / / \ \ 1 \ I �\ � 0 py��cF \ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Q \ CB/DH / / \ \ \ \ \ I O 0 / \ \ \ Fnd / / / \ \ \ a o ° 0 1 @�� \\ ,�, TEST HOLE- 3 TEST HOLE-4 \ 7¢( N 30�� \ \ \ \ \ \ 0 3 • \\\ EL.30.5 EL.29.5 3¢ 11„ 19j \ \ \ \ \ / I Lot �� 9 o W 1 ',� \\\ �. )S. \ \ 0 '' \\�O stp Sty 28 FILL/LOAM 28.2 35" FILL/LOAM 26.6 249,S52fSF (Registered Upland) `�, \ i9' co ge 23,768±SF (Registered Wetland) ° o Opo \\< <" l D LAYER IOYR 5/6 B LAYER IOYR 5/6 GCB DH 10,388tSF (Unregistered Wetland) I yr�0 h9 c c `�P��po \\ even „ LOAMY SAND 26.8 52" LOAMY SAND 25.2 s�q$ YELLOWISH BROWN YELLOWISH BROWN 1 1 \ �•� S2 \ 283,708±SF or 6.51 f Acres Total 00� y a �9 f \ 4, "LP- C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 CB/DH �?� .Pe�'i� LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN o q \ oyo c,5 MED.SAND MED.SAND DESIGN DATA SEPTIC NOTES ' I -- Fnd 7 g s o - `` oho o J\�p�� y. s �6�j S T& Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 55" PERC TEST 24.9 \ \ Fnd ss✓/ :, c�2Fo 0 �' ��Gf ir'yi�� 25 GALLONS GONE IN 10 MIN. 3 Proposed Prior to Any Excavation For This Project the Contractor Shall Make �o / oao �� o,� o T PERC RATE<2 MIN/IN LTAR=0.74 2 41 \\ / A, , ^L 136" 19.2 136" ( ) 18.2 11 Future the Required Notification to Dig Safe(1-888-344-7233). 6g),�S 1-'0 70 s '> r• S sf NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Total=14 Bedroom @ 110 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town \ / TH-1 I No Garbage Grinder Agencies For Construction Defined by This Plan. P Con0 Total Daily Flow=1540 GPD 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall okwick N/F Cover ( \S / SITE PASSED Use a 3500 Gal Septic Tank Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Rob er Reole \ TH-3 O\ i And a 2000 Gal Septic Tank Assure Watertightness, In Generai,Water Lines Shall be Constructed in t C°sey Trust - /I r (2 Tanks Required for Flows over 1000 Gals) Coordination With Cotuit Water,and Shall be in Accordance Trs CB DH H-4 \ �- o 0 I r : S �e With 248 CMR 1.00-7.00&310 CMR 15.00. Fnd / 87 0 \ ✓ .-" / pS6 Finish Grade LEACHING AREA 4.A Minimum of 9"of Cover is Required for All Components. 6 P / / •. _ - 92S F F J 5.All Structures Buried Three Feet or More or Subject 1540 GPD/0.74(LTAR)=2,081 SF Required 3; Max. - U.0 T;, d ue_n6� 1 III - e\\� \r //'_-25 _� 51 0� to Vehicular Traffic to be H-20 Loading.It is the Engineer's 9' MinCompacted \ 1' Fill /D �' �Q� P� / / Sidewall=2(12-10"+59')2'=287 SF Recommendation that H-20 Always be Used. Filter CB H • V ✓ Bottom Area=(12'-10"x 59')=757 SF 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Fabric Fnd / rj / :% / / ( i i / // �/ 's) S Z,ne.Lines Provided=1,044 SF each And/Or �\� oi�° / % / / / i /�/j//// ////� A's Shown On FIRM Over Septic Tank Inlets and Outlets,D-Box,and Two Leaching Chambers. i/8" - 1/2" 0 SOP Q P� / / / / / / `/ // / /// / Panel # 250001 0018 D Total=2 x 1,044 SF=2,088 SF 7.Septic S stem to be Installed in Accordance With 310 CMR 15.00& Pea Stone J e F� / / / // / 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable \ 5 0 , e v Jttl 2, T992 LEACHING CHAMBER DESIGN Board of Health Regulations. LEACHING Double Washed /� 8.All Piping to be Sch.40 PVC. CHAMBER Stone All Pipes to be Schedule 40. Use P 8 4 2 Fields w/6-500 Gal.Leaching Chambers in 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum ;4 _.____..__ Sump of 6". I 4' - 10' -� IT-10"x 59'Double Washed Stone Fields as Shown. 10.The Separation Distance Between the Septic Tank Inlets and 12' - 10" Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend j \ - fit ' a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 19" CROSS SECTION OF CHAMBER \ \ _ / / / / / / - - Below the Flow Line,and Shall be Equiped With Gas Baffles. - - / i / : - \ \ _ \/ / / / / /6pof.Coastal Qank NOT TO SCALE �2 �• �pae / / / / / / ///�/ /�/,�� (Tawn;:De fin ition) 26 25 /D 23 i i //� �� / ;�.• CB H \ in Fn 22� Cv F.G. EL. 31 See Note 6 (typ.) / �' j /�,�.�.� '/. :� � -•� - _ r Flow Equilizers j� `� �� i ' ;' � r �f• EL.Ins 2ler EL. 3500 Gallon f As Required �� S�Z\L�� Co y1 . nstaller To p3( - Confirm Prior H-20 EL 28.10 EL 2000 Gallon To Any Work Septic Tank H-20 L. 7.65 EL H-20 Too EL. 28.00 ��,i I / / 25� :�! Septic Tank D-Box 7.95 ' /// �.CB/DH - EL. 7. H-20 / 2 � Leaching 4.7' Fnd To Be Installed On / Chamber \ a0 :j; N - Stable obT mZ pocCea- z _ 0 /Ci� Bedding,"T"s, Inspection Port, !f£C(OotintlMed ReMbrnd,&::. Legend: & Ba ffel s All 'U mWbible SOd as Per Title 5 Tho Outer Pt3r+metor #f:;Tho Sys€om ° 9 " 18. , e� V Deciduous Tree No Groundwater �F Qs Sewer Manhole Per Test Hole 4 LIMIT Of UNDEVELOPED COASTAL BARRIER � � � EQ Electric Manhole DEVELOPED PROFILE OF SYSTEM As(Shown'Oned 'FIRM) / SSS / 5ra EL. 2 Panel 250007 0018 D d ® Catch Basin Appox. Groundwater rev July 2, 1992 _ f�oo Per T.O.B. Maps / + b Coniferous Tree NOT TO SCALE / e b ® Catch Basin (round) , Hydrant a Hose Bib Holly Tree 0 Water Gate ® Well S �x NOTES: PREPARED FOR: PREPARED BY: TITLE: O Vent Pipe Cedar Tree Site Plan Utility Pole 4 -4 1.) The property line information shown was The Evergreen 69 Realty Trust CapeSury Proposed Improvements Sign O CB/DH Concrete Bound w/ Drill hole compiled from available record information. Alan J Schlesinger, Trustee Sullivan Engineering, Inc. 1" 1" Tr_ 0 Light Post / / c% Alan J Schlesinger PO Box 659 7 Parker Road © Gas Gate 0 SB DH Stone Bound w Drill hole 2. The topographic information was obtained O PK nail ) 1200 Walnut Street Osterville, MA 02655 Osterville MA 02655 t � ❑ HH Utility Hand Hole SSM from an on the ground survey performed on ' ❑Icv Fnd ® Steel Re-bar w/ Schofield Cap or between 28/DEC/07 and 30/DEC/10. Newton MA 02461 (508)428-3344 (508)428-9617 fox (508) 420-3994 (508) 420-3995 fax 69 Ocean View Avenue Irrigation Control FMd O Survey Marker Pin copesurv®copecod.net -OHW- Overhead Wires - -35-- - Elevation Contour 3.) The datum used is NGVD 29, o fixed mean Bamstable r ) Mass. W Cotuit sea level datum. Draft: JOD Field.' MLL RRL DWB E Underground Utility 40 0 20 40 80 160 W Review: PS Comp.: MLL/RRL DATE: June 29, 2011 SCALE: 1 rr _ 40r � Project: 21007 Project: C323 � 1 I I 0 L 0 ,19 ' \ / 0 r r` IWO , I / r --- \\\ -----------'--- W \ \` ------------- / \ \ ----- ---- F...� TBD \ r , `♦ r , \ -------- ' --__� �,,-' C.E./R.U. COPYRIGHTED 2011 IVAN BERE2NICKI ASSOC.,INC. ------ ,3f � -- -132 / / O ♦ ,' i / ,� r l W / U ` 31 I r 4'HIGH FENCE 8 GATE ++31.5 / r +27. i � L ROOF OVERHANG I I , NEW BUILDING ;EXISTING DRIVEWAY TO REMAIN WORK LIMIT LINE 4 HIGH STONE RETAINING WALL I — NEW 22'x50'POOL i s I \ / ' / / SCALE: 1' =20' DATE:06/16/11 REVISIONS: r , , J ELEV.:+32.0 J � r Q SHADED AREA INDICATES +27.5 N � \ 15t . FOOTPRINT OF EXISTING HOUSE a a +31.0 \ \ TO BE DEMOLISHED. ' i 4'HIGH RETAINING WALL AT \ UPPER PATIO 'r EXISTING HOUSE FOUNDATION ` I r ELEV.: +31.5 WORK LIMIT LINE TO BE BACKFILLED. +31.5 \ /v� 7 11 — r It Ilit u "� Q +31.0= I 4'HIGH FENCE @ GATE - I — — — —� 100'FROM EDGE OF — 1 ( FOUNDATIONEDGE OF STTO BE SE wETLANDs 2� 19 — _ — ' \ , EXISTING PATIO i LOWER PATIO PATIO HAND SDEMiOLIOSH ROOFI . TO REMAIN �ELEV.: +30.0 � 0 \ 1 r ---------------; . \� ---- - I +29.0 SITE PLAN l ` 26 MY FROM EDGE OF r 7 ---- ------------- WETLANDS / N, -- _ \-------- ` - _ --------- PERMIT ------ - _ SET _ -- -------------------------- A.`