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0055 HI-ONA HILL ROAD
C 7 m: 3 1 V vTxs.... ,...,.. d.H.iR..-Gum k..0 e,.... :. 'aTL:-Gi a, ' _ NS.:96f. n aa. Town of Barnstable ng Building PostThis�CardYSo.;That�rtvisVisibleFromahe Street�A' " rove�dPlans>I'4c s*p '�Reta�in�ed on�Job•and�;t}iis Cartl.Mus :be>Ke t�� �:" PostedUntil Final Inspection Has Been"Made �� 163 Permit � i�' �Y�i � �- � -,a.t�< �R w !'".o-�. .s• � is 2 �:..� -,.x.iac � �o � �,,�:. �' 's 3� w +,-. 9• T: .'•:•. .e rr..' '^:• ,'"t8^ *�:,. .. .. ..,.T�.g��"c=& ,.$" .;...^-cam•' x w : 4. ....;,•3 T�„ ,:a _ `i. .s. .. .; „'� .. ' .. J �eR Where�a,Certrficateof,O,ccu anc, :YrsaRe urred,asuch�Bu�ldrn �shall;Noi;be Occupred�untrla Final�lnspection has been made � E aca�'-`=.,+�vm; ...�.-a �'& ��XaY�.pi: `,�y. .�" a:Q�'» .:S,t br,:M�.�4��w*<:&3.�...,aa3n g�::•��.. �... m*.... :a: a:;ite•.i ..�s .:�...> a .a.° ..�:".ya A: .P� .�w .;.::.�..:�,'::�'�,;E,.. Permit No. B-18-1247 Applicant Name: SHORELINE POOLS INC Approvals Date Issued: 06/15/2018 Current Use: Structure Permit Type: Building-Pooh-Inground Expiration Date: 12/15/2018 Foundatio Location: 55 HI-ONA HILL ROAD,CENTERVILLE Map/Lot 207-092-001 Zoning District: RC Sheathing: Owner on Record: DRISCOLL,THOMAS E&JANE D r Contractor Name;" ,SHORELINE POOLS INC Framing: 1 Address: 689 CONCORD AVENUE Contractor Ucense �161240 2 BELMONT, MA 02478 Est Protect Cost: $50,000.00 Chimney: s w • Description: Build a 18x36 Inground Gunite Swimming Pool Pool will have a Permit Fee: $175.00 Automatic Rolling Thermal Safety Cover. Pool will have have 4' Pa Insulation: Fee i&- $175.00 Fence in Accordance with Swimming Pool Enclos6re1C6de f ' Final: 6/15/2018 Project Review Req: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzecl by this permit is commenced within six months after issuance. t Rough Gas: All work authorized by this permit shall conform to the approved application and theapproved construction documes fo ntr whi h thiss permit has been granted. - All construction,alterations and changes of use of any building and structures;shall be in compliance with the local zoning by lawsand codes. Final Gas This permit shall be displayed in a location clearly visible from access street-6,'bad and shall be maintained open for public�inspection for the entire duration of the work until the completion of the same. x Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building andFire Officials are provided on this permit. Service; Minimum of Five Call Inspections Required for All Construction Work:i Rough: 1.foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final "Persons co racti ith unregistered contractors do not have access to the guaranty fund..' (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT-, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ao Parcel 0 Application ia ^ L Health Division A � ��dv Date Issued, '� 7f Conservation Division �`�`' `b Application Fee Planning Dept. �� Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address S,4 l- . —RAJA �� 20A p Village _ �'!I wT�iL V► ��f Owner 7WbMAS - ,SCO Address ZV &e- S% C'i,AMsit&,fXr A"on Telephone 6/3— 653- g t R S (� Permit Request Q�•�D t�� X36 1 NG 204 A &.0 S WeAof -? f6y will IJAVf & Aak,4fw.4cc 4eol/rti,. TIecAM.wl' 5,04 (a'Len y �FNce- ;N 14CCQfDe JCc L✓�T� sw.s.rr� ... ,�ac� f as�� CC�c. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation r nD Construction Type Cw Lot Size s !� 7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes CONo On Old King's Highway: ❑Yes 34o Basement Type: ❑ Full ❑ Crawl ❑Walkout aOther Swc.K,•� ,.. J�o/ 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 Y new size _ Barn: ❑existin ❑ new size 9 g 9 — g 9 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes &fl o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �910fdthi-e- ?05_6 ��1JC.' Telephone Number Address N (� � 3 w r,C A IAV License# &I MA. OU60 Home Improvement Contractor# 16 !2 yo Email �'IfIS vr�k h1e oCQ\sI KICCp M Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z� �� FOR OFFICIAL USE ONLY r APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER . DATE OF INSPECTION: FOUNDATION r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i J r K' g Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home ImprovementContractor Registration Type: Corporation k Registration: 161240 SHORELINE POOLS INC I .. 's Expiration: 10/06/2018 202 QUEEN ANNE RD HARWICH, MA 02645 V� �.� Update Address and return card. Mark reason for change. $GA 1 6 20M-05/11 .._. n AAA!esc rl O n 91 r, C�.. Iwo.weni I--I I AQ�ra•r'1,. ,P. ���P.�09771I7Lr}?1lG'C'CC.CC�(1�����CJr'CCC�CCd8�1 x Office of Consumer Affairs&Business.Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only Type: Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 161240 10/06/2018 10 Park Plaza-Suite 5170 Boston,MA 02116 SHORELINE POOLS' - CHRISTIAN IjI17R1CH+ - 202 QUEEN ANNE RD HARWICH,MA 02645 � ^ \ '== Undersecretary Not v thout signature f .. THE ToWn of Barnstable ' Regulatory Services Richard V.Scab,l?hmdar Bu di22g DI'PLsgQ)I1 Paul Rama,Emlding Commissioner 200 Mak H-dmi%MA.0260I wwwADwn.harastsble.ma.us Office: 508462-4038-. Fax 50S-790-6730 Property Owner Mlist Complete and Sigh This Section • If I7sing A wilder _ !, ,as Owner of the subject property hereby arALo i� `U✓�`�� �5 C- to act on may belr4 im aIl rmtte. relative to•work.antb o&,cd by tl�s building permit application for (Address of job) **-Pool fences and alarrnc are the tespons.bilitp of the applicant Pools ate not xo be filled or ufdized.beforjfeace ed and all,final 3.nspecuans are perfotmed and acc S*aat=of ' et Appli t 1. MWA5 li S Z � Print Nan3e Print I�Tarne -4 Date . QXMINEDVINERM r ariPooiS a TriStar ENERGY EFFICIENT, HIGH- PERFORMANCE PUMP SERIES Superior performance Superior energy efficiency Superior value The TriStar pump's advanced hydraulic design optimizes the three essential pump elements to deliver superior flow, impressive energy efficiency and value.The heavy-duty pump and motor run cooler for years of dependability. Featuring a tri-lock cam and ramp strainer cover that closes with less than a quarter turn,TriStar also sports a super-sized, smooth, no-rib basket with extra leaf-holding capacity that's a snap to clean. With a variety of bases available,TriStar £` seamlessly retrofits to existing filtration systems. VEnergy ffiuent zt..3 §. T ti kv� *g I if c TriStare Pumps ~ • � Technology incorporated into TriStar creates a new benchmark in residential pool pumps and its higher flow rates can allow for stepping down in pump horsepower. Overall, TriStars feature the most energy ' efficient hydraulics and are the simplest pumps to install, retrofit and service. --"" Features • Save up to 70% on your energy costs with the combination of an advanced GA CP hydraulic design and proven two-speed SP3205EE— : 099 _ YzA 1.98 115/208 230 2"/2Yz 135/a" technology _SP3207EE 1.39 3/a 1.85 115/208 230 2 /2Yz 13z/a' • Higher flow rates can allow for stepping SP3210EE 1.85 1 1.85 115/208 230 2 /2Yz 143/e" down in pump horsepower for even lower SP3215EE — 2 40 lYz 1.60_ 115/208 230 : 2 /2Yz 14/e" cost and energy consumption SP3220EE 2.70 T 2 1.35 208-230 2 /2Yz' 141/8" SP3230EE 3.60 3 1.20 208-230 2 /2Yz 171/a" • Heavy-duty motor with dynamic airflow SP320363EE 3.60 '� 3 �1.20- 208/230 460 2 /2Yz' 17V8" designed for greater dependability and - SP3250EE 5.0 5 1.00 208-230 2'/2Yz' 171/8" longer life • 2" x 2 1/2" CPVC union connections makeMP 11 GP installation and servicing fast and easy SP32102EE 1.85 1 1.85 208-230 2"/2W ` 14a/8" SP32152EE 2.40 l Y2 1.60 ~. 208-230 2'/2Yz' j -147/8" • No-rib basket design insures easy debris --- - .-- _-_ _ removal. Extra-leaf-holding-capacity SP32202EE 2.70 I� 2 1.35~ 208-230 2"/2Yz° 141/a" basket extends time between cleanings Three Phase 120 - • Tri-Lock cam and ramp strainer cover design seals with less than a quarter turn 70 • Crystal clear strainer cover lets you see 96 when the basket needs cleaning a o H • Pressure testable to 50 psi maximum0 70 • Second base included to align TriStar with v 60 other models for easy retrofit installations 0 5 so SP3205EE _ 4) a) SP3250EE = LL • Self-priming (suction lift up to 10' above N 40 SP3230EE water level) 0 30 SP3220EE323063�E SP32202EE(Low Spd(\ SP3215EE 20 �—I� 10 SP32102IEE(Low Spd SP I207 IE SP3210EE SP32152EE(Low Spd) 0 IIS3 Io.18 0 10 20 30 40 50 60 70 80 80 100 110 120 130 140 150 160 170 t80 190 200 210 Flow(GPM) ME P 13.61 „AAY11,,MW TRISTAR" 2-SPEED TO O &I6 (9-S"INGS 7O /0 �&�� 643 ON YOUR ENERGY COSTS To take a closer look at Hayward Pumps,go to hayward.com or call 1-888-HAYWARD. �IQ�LaG�D Hayward,Hayward Energy Soludans,and TnStar are 620 DIVISION Street I Elizabeth,NJ 07201 registered trademarks of Hayward Industries,Inc. 0 2015 Hayward Industries,Inc. LITSFRI5 9 CM CLLa��LaG13D SwimClearTM - F -- QUAD-CLUSTER CARTRIDGE FILTERS High performance. Operational convenience. Hayward®SwimClear reaches new horizons in cartridge filter technology. Industry-leading hydraulic performance with maximum flow through all cartridge elements via a top manifold configuration ensures superior water clarity, extended time between maintenance and maximum energy savings.A cluster of four reusable polyester cartridge elements provides a choice of 225,325,425, 525 and now - u 700 square feet of heavy-duty,dirt-holding capacity and extra-long filter cycles.SwimClear filter tanks are made from a reinforced co-polymer material for the ultimate in I 022 strength,durability and long life-even for the toughest applications and environmental conditions. Discover the crystal clear results and reliable performance of SwimClear by Hayward-the first choice of pool professionals. lII j� I{ { 4 ' 'R , 0 .INIIAYApA I!!R wA1 nAPlmA1AIRAl�pAP1AARR A1IAAAAAIRRPAAR IAIAA}iAItAPMAAEAPAA A[?IA RPAtA!!! ;. f y F tw r PRO-- 4,01"M v- g r e P s 111 Manual Air Relief V is a high capacity,rapid release valve Combination Pressure and that bleeds air with a quick quarter turn Cleaning-Cycle-Indicator Gauge of the lever. I gives visual indication when cartridge filter elements need cleaning. Top Manifold provides the industry's best energy-saving hydraulic Quad-Cluster Cartridge Elements performance and utilizes the entire cartridgei provide 225,325,425,525 or(the industry's surface area to maximize time between cleaning. 'lid, largest)700 ft2 of filter area and extra Heavy-Duty,Tamper Proof,One Piece Clamp dirt-holding capacity for long filter cycles. securely fastens tank top and bottom together Precision engineered core provides extra and allows quick access to all internal strength and superior flow. components without disturbing piping or connections. Self-Aligned Tank Top and Bottom make servicing Quad Cluster High-Strength Filter Tank t{ II l cartridge elements quick and easy. is ade frommP o ollymer dmeetlthe demands of the �1 co toughest applications and environmental fl 1, Eli r. CPVC Union Coupling Connection conditions,includingIn-floor cleaning systems, 6j'll t ' g y provides options of 2"or 2Yz" plumbing with 2"full flow Uniform Low-Profile Tank Base Design internal plumbing for maximum makes removal of cartridge n. hydraulic performance. elements fast and simple. Full-Size 1'/2" Integral Drain Noryl®Bulkhead Fittings provides fast clean-out and flushing. - provide extra strength and heat resistance. FILTER TYPE Quad-Cluster cartridge elements 225,325,425,525 and 700 ft2 total(20.9,30.2,39.5,48.8 and 65.0 m2) CPVC Union Connections FILTER TANK Injection-molded glass-reinforced co-polymer A ° FILTER ELEMENT Reinforced polyester PERFORMANCE RANGE Y2 to 3 HP(30 to 150 GPM).37 to 2.24 kW(114 to 568 LPM) 30 20 40'. C2O3O—23"W x 32 Y2"H(58 cm x 81 cm) Pressure and C3O3O—23"W x 34 Y2"H(58 cm x 87 cm) 10 a Cleaning Gauge DIMENSIONS C4O3O—23"W x 40 Y2"H(58 cm x 102 cm) or C5030—23"W x 46 Y2"H(58 cm x 117 cm) ps, 0 0 60 C7030—23"W x 52 Y2"H(58 cm x 134 cm) rrArwnn° MODEL EFFECTIVE FILTRATION AREA DESIGN FLOW RATE* TURNOVER NUMBER - _ _ _ _ _ GALLONS_ KILOLITERS _ �. ft2 m2 GPM LPM a + �8 hrs. M 10 hrs. 8 hrs. 10 hrs. C2O3O , 225 20.9 84' 318 40,320 50,400 153 191 C3O3O 325 30.2 122' 462 58,560 73,200 222 277 C4O3O — 425 "T 39.5 150*' 568 72,000 90,000 273 341 C5O3O 525 48.8 150" 568 72,000 90,000 273 341 00 C7O3O 7 65.0 150"' 568 72,000 90,000 273 341 Based on NSF recommended rate for commercial use at.375 GPM7ft. "Determined by pump size and piping system hydraulics;2"piping is recommended for flow rates equal to or greater than 90 GPM(341 LPM).Hayward doesn't recommend flow rates above 150 GPM. To take a closer look at other Hayward products,go to SwimClear Filters are listed by:@ hayward.com or call 1-888-HAYWARD. Hayward and Hayward Energy Solutions are registered trademarks and Swirl is a trademark of Hayward Industries,Inc. �►���►►►///���►►►��� ���►►► © 5 Hayward Industries,Inc.All other trademarks not �►�► ,►�, 'y[ owned by Hayward are the property of their respective owners. LtTSWC15 Hayward is not affiliated with or endorsed by those third parties. ,r. , to •NlagneticallY triggered latching - •hiey lockable so(e# (two inodelsh •Ad�ysts ho Zolltdr.ail rticolb ' ` •Patented"Lo3t,Mt'. Tecbnol obt aJY crad,�+a •9i�ck and eosy b install mlt $ foo>v vntb coov�aettt cif-drt�itng suewai xrr woteredrma�. - i r Fetrtuies 6eeefits ggI •patented mogrretic3elfg No metfioalcol pmmomj dungy dosrae t •Et reds mterrmtronul bamar/ufory codes Uapracedomed rel}g6dq&sJoy; _ •0ai�iiy mold ed Mmer-&ft s OW ft rusimg bind+ag ar stoiaiag . 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Ad, 1Trn 6n hmkpJ�:usLytmr ttir ii Dpdawi air r i ter �r.hPa,tnhr nv i _ anxauong R}ntmn•t.0i�rh eprmmm�ehmnhn(t..amltnx7�nR l • "Tap.PuU"cv^c'rnieet r ptrairnCiFr" ,�^"' . J. Pet,Sesurify pna"lareheq wserc5 aril x���'F 1 Gate Catch £�ncKmnhnnmdprt t L 7 "GNA-LATCfl is tziSftPARt '4 iyL� t r spa, also suitable rnr house �S nail garden gates crheer x a pef socurity.and Pet } t t acCC5S Can VfYl?irt t T ss yY 9{ qq pp ' { t pr�tti� bU+a trsdplag dadker{a ',r,- rgu didmtren t :"tsg 3(ham}?,pi"tfAnrm),'?a'i't mint .E6,am591s�torttQaa9FItB!{�tNd6�S�� � G4tAdiametem 1.`05mm1.1}.afaltmnl,i^/-i'!l.4FF-SOrom) fpr.l�haadµ+�;.rr�=r'ttunrz�uwf+t&,w¢r�,r�a'/+�3 . 7 �-2- Zxx - Raak T-7 W77 4-� bell v 49� L 0 Br COVERSTAR k: .� 4 � .. A d V It's a delight to have a place in your own backyard where your family can gather to create memories that will last a lifetime. Why travel on expensive vacations when you can have more fun in your own backyard! Because the cost of owning and maintaining a pool are reduced dramatically with the ECLIPSE safety cover system, the joy of owning a pool won't fade over time. You'll enjoy the benefits of worry-free, hassle-free pool ownership.The ECLIPSE automatic safety cover makes sense because it keeps the good things in-heat and water-and the bad things out -dirt and leaves. It's the best way to make your pool warmer, safer, Extended Swimming Season and easier to maintain. Also, depending on where you live,the ECLIPSE SOmmabieWater Temperatures cover can substantially increase the length of the natural swimming season. Because a cover stops most evaporation and acts as a passive solar heat collector, in many locations an extra three months of swim- No Cover Swimming Season 2-3 Months mable temperatures can be expected. More of a natural swimming Covered Pool Swimming Season 4-7 Months season means more fun for you and your family. y 7 �11 y d h F ' } r y , - HeatPro� lug IN-GROUND HEAT PUMP 7W, ; Ei ra HAYWARD • `44 Reliability, efficiency and 41, . E;: a quiet backyard too! ss =} CSI ) r a, J y d � I `=pe r3 wy� 8 u WT 4 e F A mnto= gm arena 1 aka u . u •' am apt, 4 a kg F { P h r t f _ The Ideal Heat Pump for Continuous Co-mfort i Don't let cool water temperatures limit your swimming enjoyment. High performance, energy-efficient Hayward° HeatPro° heat pumps quietly and economically maintain your ideal water temperature at all times. They let you start your swim season earlier and end later— all while consuming less energy than gas heaters to lower your operating costs by up to 80 percent. Enhanced titanium heat exchanger technology delivers dependable, high-efficiency performance. Hayward HeatPro heat pumps incorporate titanium counter-flow heat exchangers for unrivaled and uncompromising performance— v - even under the harshest conditions. Other premium features include: An Ultra Gold corrosion-resistant evaporator fin for extreme durability, especially in coastal environments; heavy duty, super quiet scroll ® a compressors; durable injection ' molded UV-resistant body panels that are impervious to rust and a deterioration; stainless steel , hardware; and a polyethylene screen to protect the evaporator coil and maintain peak efficiency. Plus, Hayward HeatPro heat pumps are lightweight, compact and easy to install and service, making them . ideal for new pools or enhancing the one you already have. WgR� tir Gam! h z r_ Inn 40 r _ , The Commonwealth of Massachusetts E Department of Industrial Accidents I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):Shoreline Pools Inc. Address: 32 American Way City/State/Zip: South Dennis, MA 02660 Phone#:508-432-3445 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 12 employees(full and/or part-time).* 7. El New construction 2.®I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.M I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Q Building addition ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees. 12.[:]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.[:]Roof repairs These sub-contractors have employees and have workers'comp.insurance.l. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL C. 14.0✓ Other Swimming Pool 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #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 thepolicy and job site information. Insurance Company Name:Wesco Insurance Company Policy#or Self-ins.Lic. #:WWC3327285 Expiration Date:2/10/2019 Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#:508-432-3445 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#: ,Aco CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 14/23/2018 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 have ADDITIONAL INSURED provisions or 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 endorsements. PRODUCER CONTACT NAME: Rogers&Gray Ins.-Dennis Branch PHONE 508-398-7980 FAX 877-816-2156 434 Rte 134 c South Dennis MA 02660 EMAIL mail@rogersgray.com INSURERS AFFORDING COVERAGE NAICS INSURERA:Arbella Protection Insurance Company, Inc. 41360 INSURED SHORPOO-01 INSURERB:Wesco Insurance Company 25011 Shoreline Pools Inc INSURERC: 202 Queen Anne Road Realty Trust 202 Queen Anne Road INSURER D: Harwich MA 02645 INSURER E: -INSURER F: COVERAGES CERTIFICATE NUMBER: 1328888703 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 REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDIYYYY MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 8500052096 7/26/2017 7/26/2018 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADEX OCCUR PREMISES Eaoccurrence $100,000 MED EXP(Anyone person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY E JET LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 1020013830 2/9/2018 2/9/2019 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident) ANYAUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ X HIRED X NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident) $ A X UMBRELLA LIAB OCCUR 4600052138 7/26/2017 7/26/2018 EACH OCCURRENCE $2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $2,000,000 DED X I RETENTION$10,000 $ B WORKERS COMPENSATION WWC3327285 2/10/2018 2/10/2019 PER -TH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ElNIA _ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Addttlonal Remarks Schedule,may be attached If more space Is required) Additional Insured status is included under the General Liability Coverage when required by written contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Thomas Driscoll THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 55 Hi-Ona Hill Road ACCORDANCE WITH THE POLICY PROVISIONS. Centerville MA 02632 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD I The Commonwealth of Massachusetts Department of Industrial Accidents a I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leidbly Name (Business/Organization/Individual):Shoreline Pools Inc. Address: 32 American Way City/State/Zip: South Dennis, MA 02660 Phone#:508-432-3445 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 12 employees(full and/or part-time).* 7. ❑New construction 2. I am a sole proprietor or partnership and have no employees working for me in ® 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3Q I am a homeowner doing all work myself[No workers'comp.insurance required.]t 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property: I will 10 ❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. ]3.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.; 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0Other Swimming Pool 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $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. Insurance Company Name:Wesco Insurance Company Policy#or Self-ins.Lie. #:WWC3327285 Expiration Date:2/10/2019 Job Site Address: S S 1-0 N A 11,1 LAC • City/State/Zip:CooTvaidr, t 632 Attach a copy of the workers'compensation policy declaration page(showing the policy number and ez iration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify e pains and penaltieE of perjury that the information provided aabbo a is tr a and correct Si nature: Date: -! _ yolil ' Phone#: 508 32 5 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Barnstable Building. r. �, Card.Sos-r„c' ' -�'- � ' -�� � .. .,; ��®^ _� .A. �. .;�. y-3... :,� Nost�Th1s That it:as Visible From°tithe Street ;Approxed Plans Must be Retained on Job and this Gard Must be• F4t1t1�'3TABLE, • .;,P, sA.s c� 'r , to Posted Until Final Inspection Has,Been Made kst Tuy` M „r • 39. ♦ ,.....w? xu� . =i"f,..+*`5,�'- , ... .§.. s#�' 5.... ,�Ts +p �„g..-n.�'; nr.:. �'..�, w.z.^ .0 a.,:o-`l i� ' Where a Certificate of,Occu tine is Re uired,suchBuilding`shall�Norbe.Occupied:untila,Finalanspecton has;been made Permit Permit No. B-18-2022 Applicant Name: Jane driscoll Approvals Date Issued: 07/13/2018 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 01/13/2019 Foundation: Location: 55 HI-ONA HILL ROAD,CENTERVILLE. Map/Lot: 207-092-001 Zoning District: RC Sheathing: 77---7�7i7k=77777MR Owner on Record: DRISCOLL,THOMAS E&JANE D h` Contractor Name Framing: 1 Address: 689 CONCORD AVENUE Contractor License_ 2 BELMONT,MA 02478 Est Project Cost: $ 10,000.00 .� Chimney: Description: Reeds Ferry Shed will come and put together a10,foot14.18 foot rmit.Fee: $35.00 shed in the back yard ;: _' Y' Insulation: Eee Paid. $35.00 Project Review Req: Date g 7/13/2018 Final: U �} Plumbing/Gas x , rf r � r Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within"six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall 6e in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street 'road and shall be maintained open for public inspection o for the entire duration of the Final Gas: work until the completion of the same. -- - � _` - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials'are provided on this_permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing '- ' 2.Sheathing Inspection z '~ �' =� � Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) / Low Voltage Rough: 6.Insulation F 7.Final Inspection before Occupancy 47 '� Low Voltage Final Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT y Town of Barnstable REGEIPTt k 200 Main Street, Hyannis MA 02601 508-862-4038 i639 s` Application for Building Permit Application No: TB-18-2022 Date Recieved: 6/25/2018 ' Job Location: 55 HI-ONA HILL ROAD,CENTERVILLE Permit For: Building-Shed-Residential-200 sf and under Contractor's Name: State Lic. No: Address: Applicant Phone: (617)489-6363 (Home)Owner's Name: DRISCOLL,THOMAS E&JANE D Phone: (617)653-5968 (Home)Owner's Address: 689 CONCORD AVENUE, BELMONT, MA 02478' Work Description: Reeds Ferry Shed will come and put together a 10 foot by 18 foot shed in the back yard Total Value Of Work To Be Performed: $10,000.00 Structure Size: 0.00 0.00 0.00. Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Jane driscoll 6/25/2018 (617)489-6363 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $10,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $35.00 6/25/2018 $35.00 J+ CJ{-X}00{-?�XX Credit Card = 6386 Total Permit Fee Paid: $35.00 x THIS IS NOTAPERMIT ' M: FtHEt Town of Barnstable &ARNs-r,BLE, _ Building Department 200 Main Street 4 r �e�q Hyannis, MA 02601 $'°rEa MAY°i Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-3249 CO Issue Date: 11/21/2018 Parcel ID: 207-092-001 Zoning Classification: RC Location: 55 HI-ONA HILL ROAD, CENTERVILLE Proposed Use: Name of Tenant Sprinklers Provided: Gen Contractor: MICHAEL J DANGELO Permit Type: Residential- Land Type of Construction: Design Occupant Load: 0 Comments: THREE BEDROOM UNFINISHED BASEMENT. Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of BarnstableBuilding y Fyn .v �° ' R Post This Card So That rt is>Visible From tIlk he Street Approved Plans Must beyRetame"d on J"ob and;th�s Card Mustbe Kept, A �~ Posted Until Fina'I"Inspection Has Been Made ; s ;s :; Permit, Certificate`of Occupancy is Required,such B'uildmg shall Not beOccupied until a Final Inspection has been made �.. F� a _ ,. Permit NO. B-17-3249 `Applicant Name: MICHAEL J DANGELOT Approval s Date Issued: 10/12/2017 Current Use: c Structure FPermit Type: Building-New Construction-l or 2 family Expiration Date: 04/12/2018 founcj�0 Residential Map/Lot 207-092 001 Zoning District: RC Sheathing: Location: 55 HI-ONA HILL ROAD,CENTERVILLE l Contractor Name: MICHAEL J DANGELO Framing: 1 Owner on Record: DRISCOLL,THOMAS E&JANE D F Contractor License:: CSFA-048338 .2, Address: 689 CONCORD AVENUE - u. ) Est Protect Cost: $425,000.00 Chimney: BELMONT, MA 02478 Permit Fee: $2,292.50 Insulation: Description: Construction of New Home with Attached Garage 3rBedrooms. 7 e ($ Fee Paid. $2,292.50 Project Review Req: AS BUILT RECZUIRED Date 10/12/2017 final: 11 p y r f - gt Plumbing/Gas , Rough Plumbing: .u - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized"by this permit is commenced within six,months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved appR cliti* 'and the approved construction documents for whicH this permit has been granted. All construction,alterations andchanges of use of any building and structures shall be in com liance with the local zonin b laws,and codes. final Gas: This permit shall be displayed in a location clearly.visible.from access street or oad and shall be maintained open for publ!c inspection for.the entire duration of the work until the completion of the same. ;. `" Electrical The Certificate of Occupancy will not be issued until all applicable signures by tf_A&Iding and Fire Officials are provi de d on this permit. at Service:. Minimum of Five Call Inspections Required for All Construction Work . - 1.Foundation or Footing ,' w Rough: a. ._. .. _ 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.tasuletion Low Voltage.Final: 7.Final Inspection before Occupancy Wh^.re applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations.. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: t All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a. �.Ma Parcel Application Health Division Date Issued .�� 7 Conservation Division ' ' 1 w Ut7 Application Fee c(� L W Planning Dept. �� l PPermit Fee Date Definitive'Plan Approved by Planning Boards Historic - OKH _ Preservation / Hyannis Project St Address 5 p Village Lo�e. �-,,Dp Owner... /,dL�YttG� G-. ��iSC��� ' Address!&WlAle � �V Telephone (el Permit Request ve Square feet: 1 st flo r: existing proposed 2nd floor: existing proposed,&e�Total new 2 � Zoning District -_. Flood Plain 170 Groundwater Overlay 11U Project Valuation Construct Typ �e& - � - Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family I�/ Two Family ❑ Multi-Family(# units) Age of Existing Structure Ac) Historic.House: ❑Yes d No On Old King's Highway: ❑Yes ZrNo Basement Type: C `Full ❑ Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 4V 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: E(Gas ❑ Oil ❑ Electric ❑ Other Central Air: old Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing new size_Pool: ❑ existing new size _ Barn: ❑ existing ❑ new 'size_ i Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: .� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ O' �t.1k Commercial ❑Yes UNo If yes, site plan review# Current Use Proposed Use .. APPLICANT INFORMATION (B I R OR HOMEOWNER) / / Name Telephone Number Z77�`E � lO—�z Address License# YV3& l.A Home Improvement Contractor# l 1 aQ-7_7 Email. e r�l�o�__ off, d � _��� �- � Worker's Compensation # �vCL-�b -5UD613-ao[6k ALL NSTRIJCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W�Ae ���D'S SIGNATURE DATE �� ��� FOR OFFICIAL USE ONLY APPLICATION # = ; DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I j - r� .y 0 �,. • C::'.....TA f. FEB 3-19a SB7`O6� /oe.00' JB7'o6'w 7�4:ao' RECORDED ' a iais Plan does not ro:::i.") the,approval of the�Board Of Sire r MOFU15V�Y"O Food,19C6 F BARtiSTABLE L. A H D IN C n N-r L>zv I.L 1.}~ S�QEo e�•,� H 1- O N A- H 1'1. L w` coLLF t� •l A'o.252 LL IA!/1 U. .�f �LR'I'r!A �/. COL'I.EAR,Y CINURVUE w 07-141NAL. 5Vl2Y)rY & PLAN DY Kr-P-B RT P,IC,HAiZVJOn -6 201.49 0 `ASS. 1 3Uaatv1510N OF PLAN ps Ltd PJ,AN boo 86, P8ct 145. I f Bk 29583 Pg254 #18475 I, LINDA A.WARREN hereby certify'that: 1. I am the sole Trustee of the Trust and have, full power and authority to execute acknowledge and deliver the within deed; 2. The Trust is in full force and effect and has not been modified or amended; 3. 1 have been authorized and directed by all of the`beneficiaries of the Trust to take the within action and said beneficiaries have specifically consented to the within transfer for the consideration stated herein;and 4. All of the beneficiaries of the Trust are natural persons,of full age and competent to act. Executed as a sealed instrument this /� day of April,2016. HI-ONA-HILL REALTY TRUST TWO, BY: ' LJ L DA A.WARREN,TRUSTEE COMMONWEALTH OF MASSACHUSETTS Barnstable,ss: On this/5 day of April,2016,before me,the undersigned notary public,personally appeared.- LINDA A. WARREN, TRUSTEE foresaid; arid.-proved to me through satisfactory evidence of identification,which was a driver's license to be the person whose name and signature is set forth above, and acknowledged to me she signed it voluntarily for its stated.purpose and made oath that the foregoing statements are trift MASSACHUSETTS STATE EXCISE TAX 77 l BARNSTABLE COUNTY REGISTRY OF D Date*. 04-15-201,6 & 02:36ara CtW 1202 ftc . tg and T.Kilroy,Notary Public Fee: $513.00 Cons: $150000.00 My commission expires: 08/12/2022 n BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS 'Date., t04-15-2016 a 02:36am CtIt: 1202 DOCA: 1E475 Fee: $405.00 Cons: $150,000.00 2 BARNSTABLE REGISTRY-OF DEEDS' O n F:"Meade, Regfstec ............. _. __. .. _ ......._....._.... ........__. :e k 29583 PS 2!53 IL 8475 - r QUITCLAIM DEED LINDA A. WARREN, 'TRUSTEE of Hl-ONA-FALL REALTY TRUST TWO,, under a. o Declaration of Trust dated October 6, 1994 and recorded in Book 9417, Page 221 with an address of 43 Hi-Ona-Hill Road,_Centerville,MA 02632, w For consideration-paid of ONE HUNDRED FIFTY THOUSAND DOLLARS ($150,000,00), Grant to THOMAS E.`bRISCOLL and JANE D. DRISCOLL, husband and wife, tenants by the W entirety,of 689 Concord Avenue,Belmont,MA 02478, v With QUIT- CLAIM COVENANTS, A certain 'parcel. of vacant land in Barnstable (Centerville), Barnstable County, 0 Massachusetts,bounded and described as follows: a AIORTHEASTERLY by Hi-Ona-Hill Road,One.Hundred Nine(109.00)feet, -SOUTHEASTERLY by land now or formerly prr Arnold C. Lane,Two Hundred Twenty-five p and 00/100.(225.00) feet; x to SOUTHWESTERLY by land"now or formerly of Kenneth Polienz,Seventy-four an d 20/100 (74.20) feet,more or less;and NORTHWESTERLY by Lot 1 as shown on the hereinafter mentioned Plan,Two Hundred AThirty-three and 50/100 (233.50)feet,more or less. Being shown as Lot 2 on a plan of land entitled"Land in Centerville, Hi-Ona-Hill,William B. and Bertha D. Collery,Subdivision of plan in Plan Book'86,Page 143",which_ plan is filed at the.Barnstable County Registry of Deeds in Plan Book 126,Page 33. a For title,see Deed recorded in Book 9417,Page 227. j GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement walkout, etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage cracks c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total.load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per--750 psi, Fc_pai=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. Ix6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-IOd toenails ea.end,or 2-16d end-nails ea.End d. WIND BLOCKING:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges; attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d @ 12"staggered. a.All nails shall be common wire nails. b.Sub-bore where;nails tend to split wood. 9. Headers less than T-0",use 2-2x6;all others per MA State Building Code. ELEVATION VIEW SIDE ELEVATION FROM EXT :RIOR Extent of header(two braced wall segments) Extent of header(one braced wall segment) 0 0 0 GO 0 0 0 oo 0 0 0 0 Min.1000 lb tension strepl.Strap Pony , ° shall be centered at bottom of header. wall heightl ° ° ° /INTERIOR] o a o 0 0 0 0 o o o 0 0 o o o o 0 0 o o o • o o 0 0 0 • o u .. o Min.3"x 11-1/4"net header. o 0 o 0 o Sheathing filler if needed 0 o o' o o 0 Go ° 0 0 r' Faston Header shall be fastened to the king Top plate continuity is 0 °° o° stud with 6-16D sinker nails required per R602.3.2 ° Go 16d sinker nails in 2 rows Q W o.c. 12 Go sheathing to header with 8d commonMax. °o 3-in.grid pattern as shown and 3 in. o u0 total walluu all framing(studs and sills)typ. o Go o 0 0 -- ..._...___-- 00 00' • ��Minimum;1000 lb header-to-lack-studs Woad Structural anal must be °o _ o o trap shall be . o° °°y continuous from op of wall to 0 o c o centered at bottom of header and installed on o o q o bottom of wall,or from top of Gobackside as shown on side elevation,each side of o 0 0 o wall to permitted splice area - - 0. - - .6 opening:(SIMPSON LSTA24/) Go o a 0 0 0 ° 0 41- 10, o0 0 o 0 0o o 0 o 00 Max. Go 0 o For a panel splice(if needed),panel edges shall occur over and be 0 o °o h fight 0 0 Go nailed to common blocking and occur within the middle 24 in.of wall Do 0 0 Go °° height.One raw of 3 in.o.c.nailing is required at each panel edge. Go 0 0 2'to 18'(finished width) o 0 0 0 °o -°o 00 - o o Min.length based on 6i 1 height-to-width ratio. Go 00 For example:16 in.min.for 8 ft.height. - Braced wall line with o 0 Go Go o o Min.number of studs continuous sheathinglo o a Go - Full-length king studs Go o o shown-(2)2x4 R602.10.5 0 0 Go 00 00 oo oo 0 0 Do No.of jack studs per Go o° 0 0 Full-length king stud table R502.5 1&2 o 0 0 0 ( ) 3%8"min.thickness wood o u o o Min.2"x2"XY1e"plate washer,typ. °° structural panel sheathing • 4 r a .... .. ..l•I ..)'. .ls 2 Anchor bolts per 1 Per table Foundation per code R403.1.6 required R602.10.4.1.1 APA APA NARROW WALL BRACING METHOD NOT TO SCALE 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION S - -Z r DATE ACC cry � . CERTIFICATE OF LIABILITY INSURANCE �....✓' 07/19/2017 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 04971 -001 NAME: Leonard Insurance Agency Inc 4971/l/152 Leonard Insurance Agency Inc aC.N o.Ext; 50/34286921 A No.: (508)420-5406 944 Washington St-Suite 2 EMAI South Easton,MA 02375 ADDRLESS: service@ thefairwayagency.com INSURERS AFFORDING COVERAGE NAIC# wsURERA: Associated Employers Insurance Company 33758 INSURED INSURER B: Michael J Dangelo Building &Remodeling Inc INSURER C; PO Box 144 West Hyannisport, MA 02672 INSURERD: 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 CONTRACT- OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFiC,f E 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 yB�Ypp PAID PCLAIMS. 1�f ik TYPE OF INSURANCE INDSR WVD POLICY NUMBER MM/DDIYYYY MM DDY/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ -PREMISES Ea occurrence CLAIMS-MADE F7 OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ ENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY FPECo LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ -- _ Ea-accident)_ + BODILY INJURY(Per person) $ " ANY AUTO _ ALL OWNED SCHEDULED y AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ pRDEEDg REETEKIIONN $ y�gT �J 7H $ ANNR EM��PppL0Cffl S€LIARBIILITY EE X TORY LA�ITS OER 4 OFFICER/MEIMBER EXCLUDED ECUTIVE Y/N E.L.EACH ACCIDENT $ 100 000.00 ❑Y N/A WCC-500-5006733-2016A 12/19/2016 12/19/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100 000.00 � RIPTI8N V bPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000.00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) i . CERTIFICATE HOLDER CANCELLATION' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE _ ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Town of Barnstable Building Department Services • s�alvsrwsts, • �. Brian Florence,CBO h- 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 Usiri—a ABuilder as Owner of the subject property pert9 hereby authorize C�t N- OcOO to act on my behalf in all matters relative to work authorized by this building permit application for. �;� �; - via - I-N-► � � C'e�-�v�� [�, � (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. 446GiWI/4�— Signature of Signature Applican Print Name Print Name Da Q:FORMS:OWNERPERMISSIONPOOLS Rev:0&/16117 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 s�srs�. >t ASL 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/Own 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 buildingpermit. (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 t ti Note: Three-family dwellings containing 35,000 cubic feet of 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. e. 11 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 this issue is a form currently used by several towns. You may care to amend and adopt such a form/certifcation for use in your community. Q:\WPFILES\FORMS\building permit forms\IPRESS.doc 08/16/17 Affidavit of Substantial Financial Interest I, (,�I �Q Q�� of WpS� mpliS r , on oath depose and state as follows. 1. 1 am an applicant for a building permit for the property located at Map 2D::� , Parcel o&- The address of the property is 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within the last twelve months from today's date, which is q ZS f the following individuals or entities-have had a 1%or greater legal or equitable interest in the real-property which is the subject of the building permit application which is identified in paragraph 1 above: Name� Address - S 4. Within-the last twelve months,from today's date; which is I have had a 1%or greater legal or equitable interest in the following properties which have be n th ,subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1%or greater legal or equitable interest. 6. Within the last ten days, I have submitted /0 building permit applications for property in which l have a 1% or greater legal'or_equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1%legal or equitable interest. 8., Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, thisZJ day of�f_4 2017 ToWN OF BARNSTABLE OFFICE OF TOWN ATTORNEY BARNSTABLE MtA58 µmac se :fia asw ;.. 867 Mato Street :0h.014 35 Hyannis, Massachusetts 02501-3907 Phone,508-862-4620 Fax 508-862-4724 RUTH J.WEIL,Town Attorney ruth.weil@town.barnstable.ma.us T.oAVID.HOUGHTON,i"Assistsnt Town Attorney david,houg.hton@towii.barnstabl6,ma.us CFIARCES S.McLAUGNGN,Jr.,Assistant Town Attom y charles:melaughlin@town.barnstable.ma:us t April 14, 20.16 To: Kevin;Kirrane,Esq. Bernard Kilrby, Esq. "From: Charles S. McLaughlih,*. i -Re: Lots l,aiid 2, 55 Ilion a-1 i:ll Road. Centerville Assessor's Map 207,Parcels 092-001 and 002 Barnstable County Registry of Deeds, Book 9417, Page,227 and Plan Book 126.Page 3'3 Gentlemen, This letter,will confirm that this office has extensively examined the question of whether the above identified lots have merged.by operation of law.*Our examination included title information ffom'yo irselves and the Registry ofDeeds, relevant plans, case law on the question, and espectallytlie materials concerning the trust and control interests that you have provided to us, among many such sources t i As you know,these matters'are very fact sensitive, especially where interests in-trusts and control.of lots are concerned. Based on-bur review all of these mate ials..we are.of the opinion a that these'lots;:haye;.not merged and we have so advised out.,client,the Tow p's Building Comm ssioner..0ur. opinion.is limited in time to the state ofthe title as of March 14;2016 Thank you both for your cooperation,understanding, and pati'enceas this esear'h cohti ued.,If we.can be of further assistance,please do not hesitate to contact us. V - truly yours, C arle's S. McLaughlin,J . • l r The Caww'amreaWt-ofMassadrusetls Deprrtiffemt gf1udastrid Acride r _ 600 Wasiiuxgtou g, -eet Bastore,MA 02111 4 Mvtu nicmgOvIdia ar ners' Cumpensaff-an Insan-mce Af Edivit:Buflder-dCantractaarsMech iciansThm:Lhers �Iar� CiTm3 II Please Fria Naa=� ss � r elo u� e1 Adam: AUr u an employer?Checktheappropriateban ' T of a"ect r L am a 1 1 4: ❑I am a general contractor and I y� J t ed}= employees(fish an�dforpart-time).* leavehiredthe sub-conbmctors 6. ewcrns5ruction 2.❑ I am a sole prop:ietat orp3rtnee- Tested onthe.attached sheet. 7 ❑R.e modehng strip and have no employees Theme sub-cautractors have 9-,0 Demolitioa wading forim is any Mfg employees and have wo&ers7 9. ❑B.uildiag addifica [Ido wpdm& camp.*:ssL�ce Comp.inavcr nc-l - . re�nired_] 5. D We area corpozafien.and its 10.❑Eleodcal repairs Of ad&C= 3.❑ I am a bomeovener doing all work officers have eRRrcised their A 1L❑Fluu&kzrepais s cw additions. my-self[No vaakkers'comp- unite of em��ondwe have no per MGL 12,.❑IZoafrepairs iumnancerequiel-]1 c M§l( employees-wo workers' 13_❑other msorarbcr;reqtxi ] app�tctvtdat cber-stow#I tffist aLsn fiIl aattfi�secBoabeLa�vsUmdag tiie¢wo�ce�mmpe9satinupoIieyiafaaa t Saa�eow=who sabngtt sizis sfEi&n,! iad1c—g they asp daiag e1Fwa d<aadl5eahae out9d¢coatm�+�amct snhmitanewaSid.eyt indiesbng sack TCa c�nas ztchk1r*isboxmastx=rT' =sddiS®aa shed shotciagthe=neofthesub-�mmdOdewhethecornotthaseenMiQshwe employees.7fthesvb arm+*=++� eempIoSats,tfieyzffistgmsideiheir warkea'tamp.galimmebrz Iam art eurp�j�ar flerrt isprvuidir�u�rkets'caa¢pertsa�iare insrirartcs�ar m}�eacpla}�ee� Setodv it sYteprrFicy curd jvb site inf arazation. Insuraace Companpi me: L eouW sVl N y wcle ,Policy�or Self-ias.Zic.�►�ee 5�-90�133 a 0 t6 A- rtDate: j oL J6b%f)--Ad&e= S� �iyw�-lei 1( c �scarp: riue2' At#ach 2.cop} of the workers'co=pensationpoHcydec1aratioa page(shaving the policy member and e=pi moon date). Faf xe to seaum coverage as requireduuder Section 25A of MQ.r- 1P—mm lead to the irnpositiaa of criminal penalties of a ire up to$l,50a OU andfor one-yearixnprdsonmeut,as well as civil penalties is the form of a STOP WORK ORDERand a fee of up to$250.00 a dap againd the violator. Be advised(fiat a copy of this sWement.nag be forwarded fro the Office of In-es{igations of the DIA for ius �n�¢coverages cati� Ida hereby c rauezW fire an per a'.l�F rY ihatfJrs irrf arari�prmzrL�d aba��is tr/u�and arrred Siffiaturer Dates phone ?fiTcfaL use anfl. Da not arrite in ti6 area,to be ca'inpleti d by C*Y artwru offs aZ City or Toww PerndtiUcense# Issuing Authawr4(code one): . L Board of$nIth 2.RuMing Department 3.City1rown Clerk 4 Electrical Inspector S.Plumbmg Inspector 6.Other Contact Person Phone#: — -- - - 6 a mat �� and last cfions . i Macc ]m�Ge�=d Laws chap ex I52 req=es all e�Ioye�in provide woes'compeuszi°n for heir employees- P this fie,an�Iayee is defined as_¢;evetgp=sonin.the service of anotherm(IM any coact ofhire, S; empress or implied,oral or Vifttcuf As-mnpkyer is dcfined as`pan individual,pminersb�p,association,corporation or ofli=legal entity,or any two or more of the foregoing cn9a9rd.in a3oint eoferpase,andmclndmgthe legal regresentatives of a deceased employer,or the rec er eiv or trustee of an individual,pal�,association or ofher'Iegal entity,employing employees- Howfeves ibe owner of a dwelling house having not more than tbree apadm=fs and who resides t ierem.,or the owgom t ofthe - dweIIing house of anodes who employs pe m=to do maims m,cons(rucrtion or repair work oII such dweIIing house or am the grotmds or bmdmg appurfenanttherefa shaIlnotbecanse of such=ploymentbe deemed•bo be sn employer." M(3L edjapter IS'Z,§25C(6)also sfaies:tbaf;every sib or local rr open cy shaTI witbhoId ffie issuance ar >., renewal of a fic— e-nr permit to opmafe a business or t o corisiruct bmldirigs in the commonvvealf$for any applicantwho has notproduced•acceptable evidence of compliancewifit the insurancecoYexagere4�-" Additionally.MGZ cbapter.152,§25C(7)state s Neither the c wealth nor airy ofits political subdivisions°shall rmtl-r into any cantmd far the:p6±nmhz,ace ofpnblio Wozic unff acceptable:o4i dmce of complianMwith.the fi sorance. raq[Ur=eE±s of this chaptr have been presetdin the comractin9.m3fhority:' Applicants - Please fiQ oo:t the wort ='compensation affidavitm=pletnby by checking ib e boxes chat apply to YDUr sifu OXL and,if necessary,supply sub-co r(s)namme(s), addresses)andphonennmber(s)aIongwiththtir cmt1ficste(s)of insurance. Limed Lhil?Mfy Compames(T LC)or L mite d LmbMtyPa dneraTS(1 LP)ono =:zpIDyees other than th e members or paters,are not rtqcn-nd to cony wars'coinPeasafiam ia�''e- If an LLC or LLP does have employees,a policy isregontci. Be advised thaf this af &-vit maybe snbmitti--dta the Depa-finentoflndusrial Accidents for conffimatim of finurnce coverage: Also Be sure to sign and dafe the affidavit The affidavit should be•refnmedtotinecityortDwatfiAtheapplicationfortbepemitorlicenseisbeingr aes notthe Department of Ldnstrial.4xcad=ts. MwuHyou have any gaesttons regarding the law or ifyou are regmred to obtain aworkras' compensation policy,please ca a the Deparbneat at the number lisf�':d below. Self-insured cmnpaies shoulci enter their self-;,,arrrance license number on the approFaiate Line. Crty or Town OMcsals - r Please be SEEM that the affidavit is comple{n and primed Iegmly_ The Department leas provided a space at the botf�n of the affidavit for you to f M out in the event the Office of Investia nrs has to comactyouregazding the applicant Please,be sure to f 0l in the pen ll cease number which will be used as a reference unmbey In addition,an applicmt that must submit mub�IepeunitUcense appliesions is say given year,need.only submit ant affidavit indicating omrent p olicy iafomation(if neces=azY)�d crude r`mob Q�ess�the applicant should wrde"a]I Iorztions in ( 3'm town.)."A copy of the-affidavitthathas bta officially sfmmped or marked..by-Ate city or town may be provided to ffie applicant as'proofthat i valid affidavit is on fuze for fatal 'pea its-or licenses- A new affidavitmirst be filled out earh Pa,~ialy year•'Wbere a Home owner or citizen is obtaining a Iicease or permit not relatediD any bns�s or Q=m (i.e.a dog license or peomit to bmn leaves eta.)said pegson is NOT req�red to complete this affidavit The Office ofInyes►igEdi=woiildbket D thankyouimadvama foryout cooperation and shanldyouhave any questions, please do not hes>f'ate to give us a CA The 1?eparfmmr a ddrrss,telephone and fax immber: Thu_f:aMMMwM tar of lvfilsadhn ' Deparfmmt Qflidiil �n of afTnVe&tk_A t Radoz,= 1 &Rill Fax 617 727'74 IZevised424-07 w as gf�a REScheck Software Version 4#6.4 1, I f Compliance Certificate Project Driscoll Residence Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,304 ft2 Glazing Area 20% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 55 Hi Ona Hill Thomas Driscoll Daniel Lewis Centerville,MA 02632 Daniel Lewis AIA,Architect 508-612-8771 danlewis@charter.net Compliance: 3.9%Better Than Code Maximum UA: 457 Your UA: 439 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. .Envelope Assemblies r „ > Ceiling 1: Flat Ceiling or Scissor Truss 1,296 49.0 0.0 0.026 34 Wall 1:Wood Frame, 16"o.c. 2,718 21.0 0.0 0.057 121 Window 1:Wood Frame:Double Pane with Low-E 302 0.310 94 Door 1: Solid 20 0.140 3 Door 2:Solid 18 0.230 4 Door 3: Glass 250 0.310 78 Basement Wall 1:Solid Concrete or Masonry 1,012 15.0 0.0 0.055 56 Wall height:8.5' Depth below grade: 7.5'. Insulation depth: 8.5' Floor 1:Slab-On-Grade:Unheated 72 10.0 0.684 49 Insulation depth:4.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lewis\Documents\Sync\Architecture\2017\Driscoll Residence\Driscoll Pagel of 9 Residence.rck I REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1J1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on []Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for + [PR311 lighting and mechanical systems. []Not Observable I Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr_ ❑Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable t Manual J or other methods Btu/hr Btu/hr_ approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lew is\Documents\Sync\Architecture\2017\Driscoll Residence\Driscoll Page 2 of 9 Residence.rck L f Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope assemblies [F01]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated [-]Not Observable ❑Not Applicable 402.1.2 Slab edge insulation _ft _ft ❑Complies See the Envelope Assemblies (F0311 depth/length. ❑Does Not table for values. ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F0411 insulation R-value.Where interior R- R ❑Does Not table for values. insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection.Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. I 303.2 Conditioned basement wall ❑Complies Requirement will be met. [F0511 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall _ft _ft ❑Complies See the Envelope Assemblies [FO611 insulation depth of burial or ❑Does Not table for values, distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies Exception:Requirement is [F011]z to protect exposed exterior ❑Does Not not applicable. insulation and extends a minimum of 6 in. below grade. []Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lewis\Documents\Sync\Architecture\2017\Driscoll Residence\Driscoll Page 3 of 9 Residence.rck Section Plans Verified Field Verified ' # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U-_ ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.3.6, Not Observable 402.5 []Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. [-]Not Observable []Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. Location on plans/spec:A- ❑Not Observable 4 ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated>=R-8 where duct is ❑Does Not >=3 inches in diameter and >_ R-6 where< 3 inches.Supply and []Not Observable return ducts in other portions of ❑Not Applicable the building insulated>= R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable []Not Applicable 403.4 HVAC piping conveying fluids R-_ R-_ ❑Complies Exception:Requirement is [FR17]2 above 105°F or chilled fluids ❑Does Not not applicable. below 55 4F are insulated to>_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Exception:Requirement is [FR24]1 piping. ❑Does Not not applicable. []Not Observable []Not Applicable 403.5.3 Hot water pipes are insulated to R-_ R- ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not []Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lewis\Documents\Sync\Architecture\2017\Driscoll Residence\Driscoll Page 4 of 9 Residence.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lewis\Documents\Sync\Architecture\2017\Driscoll Residence\Driscoll Page 5 of 9 Residence.rck L , Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table For values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. []Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lewis\Documents\Sync\Architecture\2017\Driscoll Residence\Driscoll Page 6 of 9 Residence.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E ❑ [FI1]1 Not Applicable 303.1.1.1, Ceiling insulation installed per [ Complies Requirement will be meta 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable El Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation>_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50=_ ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 [ Complies Exception:All ducts and air [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air []Not Observable conditioned space. handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception:All ducts and air [F127]1 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either:Rough-in test:Total conditioned space. �.. leakage measured with a []Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception:Requirement is [FI10]2 on heat pumps. []Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Exception:Requirement is [Fl11]z systems.have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Mediu Impact(Tier 2) 3 Low Impact(Tier 3)m Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lewis\Documents\Sync\Architecture\2017\Driscol.1 Residence\Driscoll Page 7 of 9 Residence.rck 1 I Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies Exception:Requirement is (FI25]2 fans not part.of tested and listed ❑Does Not not applicable. HVAC equipment meet efficacy and air flow limits. [-]Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception:Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Exception:Requirement is (FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Exception:Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Exception:Requirement is [F130]2 have recirculation pumps that ❑Does Not not applicable. pump water from a heated water supply pipe back to the heated []Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies Requirement will be met. [FI6]1 fixtures or 75%of permanent []Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ❑ lighting. Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123I3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lewis\Documents\Sync\Architecture\2017\Driscoll Residence\Driscoll Page 8 of 9 Residence.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F]7]2 ❑Does Not []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) . Project Title: Driscoll Residence Report date: 09/22/17 Data filename: C:\Users\Daniel Lewis\Documents\Sync\Architecture\2017\Driscoll Residence\Driscoll Page 9 of 9 Residence.rck l 3 �F Fy. Above-Grade Wall 21.60 Below-Grade Wall 15.00 Floor 10.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): ... Window 0.31 Door 0.31 v Heating System: Cooling System: Water Heater: x Name: Date: Comments Check Compliance 1.1 SCOPE 1.2 APPLICABILITY Building Length, L ........I-,f .A ft s 80' 1.3 FRAMING CONNECTIONS 2A FOUNDATION Foundation Walls meeting requirements of 780 CMR 5401.1 nmAncmoolts imbedded or 5" Proprietary ; Bolt Spacing ge"="' ^=+ ---' Bolt Embedment cn*� � Bolt Embedment masonry � Plate Washer -------..... ... � . ' 3.1 pLOOmS Floor nax`wg memberspans checked ---- Full Height Wall Studs at Floor Openings less mux2 vo"/ Maximum Floor Joist Setbacks ovppvu.e`"""""""' g Walls~ ~'~~'~~^ (Fig '' ........................................... ---- Maximum Cantilevered Floor Joists ouppu mg Lu*""e"". g Walls or=~~._~. / Floor Braci ~ ' Floor Sheathing xv y 'vp" ---' ' Floor Sheathing Thickness (per 7-- _'R Chapter_'--.. SheathingFloor Fastening 4.1 WALLS Wall Height LoodbaahngwaUu-----------------' (`� 1OondTob�5)-------' � � 1� N�-Loadbeohngwn�---------------. (�Q1UondTob�5)----' � ��I Wall Stud Spacing ------------------ (�Q1O and Tob�5)------�� �. y�ru� VVuUS��Ofsa� ---------'''------- (Figs 7&0............................................_ft :5d ��3E�TE��R��L�»� � Wood Studs � Luadbeahngwa�------'-----------. �ab�5)---------- # ~ in. � bearing walls . (Table 5)..............................2x-1��/�'���-in. -�-- � | Gable End Wall Bracing ' . | Full Height EndwaU8tm�-_------------ U�Q 10----------------'��---- ---- |U�g11) � � ��V�3 VVSP/�dnF�orLeng� --' --.� 1) _------_-----. .^�U�yy Ceilin � Gypsum2x4 -onU- (if u Lateral Brace @ 8 ft. o.c. ' (Fig-1 1).............................. .............................. OF MA \-� ..... '..------------- ---� =7 -ToFtpL Z ISIS SiONN- � ' i/Vood PvI:*.Kd A;ee?s.- '0 niph W;F-7 11 Zf;1 e a s�s R,,c h un--,2Z t C 71-,'ea 6-KI I st C.:3�,"Ei P H:7, 1-2 V� �/7; 3 4') Loadbearing Wall Connections �to U5'e �Z_ Lateral (no. of endnailed 16d common nails)........ (Table 7)........................................................ Non-Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails).............. :Table 8)........................................................ Load Bearing Wall Openings(record largest opening but cleck all openings for compliance to Table 9) Header Spans ............................I...I.......................(Table 9)..................................LD-ft=in. :5 11' (5) SillPlate Spans ........................................................ 7able 9).................................. in.< 11' Full Height Studs no. of studs) ..................................... able 9).................................. .....................i?D Non-Load Bearing Wall Openings(record largest opening ut check all openings for compliance to Table 9) HeaderSpans.............................................................((Table 9)..................................—ft—in. :5 12' Sill Plate Spans..........................................:................(Table 9)..................................G ft —in. :5 12" Full Height Studs(no. of studs)....................................(Table 9).........................................................4 Exterior Wall Sheathing to Resist Uplift and Shear SimultaiieousV Minimum Building Dimension,W= -114 1 i 7,1b I Nominal Height of Tallest Opening2 .......... .................................................................. 1:5 6,8" Sheathing Type..............................................(note 4)....................................................... wSP Edge Nail Spacing.........................................(Table 10 or note 4 if less)...........................��in. Field Nail Spacing..........................................(Table 10).................................................... in Shear Connection(no. of 16d common nails)(Table 10)....................................... Percent Full-Height Sheathing:���..=.'j.i.q.!...�(Table 10).......................................... 2 5%Additional Sheathing for Wall wilh Opening>6'8" (Design Concepts)... .Maximum Building Dimension, L- g2.......... Nominal Height of Tallest Openin ................................................ 6'8" SheathingType..............................................(note 4)......................................... ....... -3 Edge Nail Spacing.........................................(Table 11.or note 4 if less)........................ in. FieldNail Spacing..........................................(Table 11)................................................. I a- in, Shear Connection(no. of 16d common nails),(Table 11)............................................2�' rT Percent Full-Height Sheathing.j, X.7,1. .2j(Table 11)........................................... . /2;YX. 5%Additional Sheathing for Wal[wil h Opening>6'8" (Design Concepts)....)........ Wall Cladding tj A, Ratedfor Wind Speed?.................... .................... ............. ................................................................ 5.1 ROOFS Roof framing member spans checked? .......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ..................................................... Figure 19)............./;-,2-ft:5 smaller of 2' or L13 Truss or Rafter Connections at Loadbearinp Walls, I e y,J Proprietary Connectors 2�_ Uplift....................2.6.1................. Table 12)............................................u3aiz, Lateral..................... ................ Table 12).............................................L=_�74 Shear............................................... Table 12)............................................ S=--:g 7 Ridge Strap Connections, if'�&Jar_fies not use per per pale 21..... (Table * ............ 'Figure 20)............ .4 ft:5 smaller of 2' or U2 Gable Rake Outlooker... ............... . Truss or Rafter Connections at Non-Loadbearing Walli Proprietary Connectors Uplift................................................(Table 14)...................... U= lb. Lateral (no. of 16d common nails)... �Table 14).................. lb. Roof Sheathing Type................................................... .per 780 CIVIR Chapters 58 and 59).................. Roof Sheathing Thickness........................................... ................. ........7LIL in.>_7/1,5,"WSP Roof Sheathing Fastening ........................................... :Table Notes: 1. This checklist must be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CIVIR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-gr OF MAs llr 7- 6 G %"'V\ C001LO -4 ;9 gFj1UCXjjpAL ch t4o,34774 40 le�l il 1-7 9FOisl SION ©r 4 AWC Gidde to Wood C'otystriwilfM 1W High Whnd Areas. M0 mph Rwid Zotte N'tassach-usetts Chet lkt -!Or �`O PflanCe (780CN R-530 .2.11A)'4. ' a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels.shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment —MEN THIS EDGE M S ON FRAAAING ELSE 8ci NAYS to___ —T_-- _ 1! 11 11 1 � 1/ 1 u 1.1 it it 11 1 11 11 11 11 It ' 71 11 11 1 M 1•I ,.S`` 1 If 1 1 -V 1 11 11 K I II Y 11 F m it is 11 Il 1 2 ao h 11 Q II 1 Ir 1 4L 1 11 I1 0 ;1 Ir 1 1 61 11 11 le it li (� 1 IL 1 1 Q 11 i 1 W. 1 V Ir fl F, II II 11 1 Id t 1 11 11 1 - NAfL$PACING } � PAiiEt_ � 1, v See Detail on Next Page ,Vertical and Horizontal Jailing for Panel Attachment' t A WC Guide to Wood Construction in High Wind.4reas .1a0 mph Wind Zone Massachusetts Checklists for.C®mpliance (780 C M R 5301.2.1.1) a r ' r r ` r r i i i t1 i i r r (jj• m i r ACC9a n + FRAWNG MEMBER$ i EDGE R�IEMEDMAYE r �e e r r 5sAGGEFIED 3"MMl AlAlLPATfE}iN PANEL PA%=.—EDGE DOUBLE NAIL EDGE SPAMG DErAL Detail Vertical and Horizontal Nailing for Panel Attachment Town of Barnstable BU11C1111 Post�ThrS Card So�That�t'`is::Vis�bleFrom<the�5treet-:�A "'roved'Plaris�,Must;be=Retained on Job and;th�s C�rd.Must�be Ke t , u Permit �•., ' Where a Gertificate�"=of:Oeca Banc s�Re.:�ired,sach�Buildiri shall Not'be Occu ied until a Final Inspection has�been�made� Permit No. B-18-1559 Applicant Name: Robert C Lalime Approvals Date Issued: 05/23/2018 Current Use: Structure Permit Type: Building-Sheet Metal- Residential Expiration Date: 11/23/2018 Foundation: Location: .55 HI-ONA HILL ROAD,CENTERVILLE Map/Lott 207 092 001 Zoning District: RC Sheathing: m.: . Owner on Record: DRISCOLL,THOMAS E&1ANE DIF � ContractorName $ Robert C Lalime Framing: 1 Address: 689 CONCORD AVENUE �� 3_ Contractor Ucense �13701 2 _ . .t._. g _ BELMONT, MA 02478 Est Proect Cost: $22,000.00 Chimney : Description: Air Handler Attic Permit Fee: 85.00 � ,ia Air Handler Basement Insulation: g Fee Paitl; $85.00 Bash Boiler for Hot Water for Both Boilers and'.- p,water \ 3 Final: a Date 5/23/2018 Project Review Req: Plumbing/Gas Rough Plumbing: - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by�:thi nt s permit is commenced within six months afterfissuance. Rough Gas: � . All work authorized by this permit shall conform to the approved app6cai on 01 UA 1"lapproved construction documes for which this permit has been granted. " • Final Gas: All construction,alterations and changes of use of any building and struttures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public spect�on for the entire duration of the work until the completion of the same.p `' Electrical c : The Certificate of Occupancy will not be issued until all applicable signatures by the Building�and Fire OffI ial-are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: �; Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT I - I ti^ Commonwealth of Massachusetts Sheet Metal Permit Map Parcel Date: Permit A® Estimated Job Cost: $ Permit Fee: $ .` Plans Submitted: YES NO Plans Reviewed: YES NO Business License# Applicant License# Business Information: Property Owner/Job Location Information- 1f f'K1ipl — //l /O7, Name: Name: r Street: Street: vp City/Town.: City/Town: Telephone: Telephone: zJ d� Photo I.D. required/Copy of Photo I.D. attached: YES I/ NO Staff Initial J-1/M-1-unrestricted license J-2/.M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family / Multi-family Condo/Townhouses -� Other zEf Commercial: Office Retail Industrial Educational 1 Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: m Sheet metal work to be completed: New Work: Renovation: rn HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/.Vents 'a/ Air Balancing Provide detailed description of work to be done: 0,4 r INSURANCE COVERAGE: I have a current liability insurance policy or its equivalentwhich meets the requirements of M.G.L.Ch.112 Yes OZ/No ❑ If you have checked)LU, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: l' By ❑Master Title ❑Master-Restricted City/Town []Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: Fee$ ❑ Check at www.mass.ag4j_n_I Email: �, dl �"°'�rc � Inspector Signature of Permit Approval .4 The Comr�tamveatii r�, ?lc�rsets ��t��t o,�l�irdrrslriat�lccir�er� Vlice a, - Vfifio s60.0 Wash hWon SYmef Boston,MA 02M= mvmmamgvP1dx Wwn kers' Compensa ffim Insurauce Affidavit BuilderslC3antractursMec hers Applicant T-f-rmaftDn Please Prim Nam Addrem Are you au employer?che the appropriate ba= Type of project(required): L MI am a employer uilh 4 ❑I am a general cmtrac'tar and I 6. L�11yL c on emglogees{fait and/or Part-iime * have]aired the sub'-cQmitcat s 2.0 I Mn a sale groprietos orpartuer- fisted flrEtlxe aftacbed sheet '�- ❑�odeHng ship and have no employees These sob-coz<Eractazs lease 8-.❑DemvlitiDn -wadung for meia any capacity.. empIcTees and have workers' 9. F1 Building addition IN4 wP&OMrs'Camp.sn��+ce comp.insurance I I ❑ We are a cmporatina and its 10-[:]Electacal repairs cr addiEons -j. ffiocers]save exercised thir ❑Plbe 1L nms"n re �t�os 3_❑ I am a ltameo�ner doing siY worir. � P�or ad myseLt:[No Sire dtrss'romp- light of exemption per MM 17❑Roofrepais 15Z§1(4}andwehaveno* ;� nee rec nimc3�]Y 13.❑o fier � comp insurmme required] �$riyapp€aa �atchecimbasGlmast also Mouttheswff=beios shu ftirwoaee eMMdiOaparCpiUff3UnS5=- #Saau�svoecs�submitslrisaf5dariiiaeFirztosgtheyMdaiegRUVOTra &d=bimautidecoasct=—Stsabmitaaesysffidzeftiadirodu sacb fCauhxctonff=r%ecictbisboocmast e�mtadditiaaaTshcetsbaa�gtieesztaeofdses�rcoo scma�d5tafe�ahetL��mttbesee ties5s� . ea�hryees.7ftbe-mb-rat=±ntshi7e mxpITw-%t8egmMLstgm-3dEthew wadOM'cp.PdRU=33bm lam an erzzpiopar iTiat is prav&irg ivarkem'cotszpezasrziirraz in=raaca,f br uzy emprgIwes HaTaiv is tltepaUcy arced job sita infarmahbn. ' InmramecompanyName: ' n Poficy4L tar Setf--in€Lic_ Fxpim ibaDate`,Ar- ��✓ r`. Job Site Address: 1J cdg/Stzbdz�p: Affiach a copy of the workers°compewzfioapoIL decIzration page(shov4ing the policy amber and espy ation 3ate). Failure to secure coverage as rrquireduuder 5eztion 25A o€M(H cL 157-can lead to tba imposition of rximi-I penalties of a flue up to$UOQOa and/or one-yeasimprisa as w�Il as civil.peuaZiies m the faaa of a STOP WORK ORDERand a Effie of ups to$254-OQ a day agaiisst the vioh&r_ Be advised that a copy of this statement maybe f inmided.to the Office of Investrgaffi=oft4te DIAL for iflsuraace•covera talinn 1'rfo Jaeratry c n.fpsrjxrry fhatfJis infar=a&aprotid ahmw is bw and cuffed GSi_ rq Date- Plvaue � e2e9 fe Z� v OfjWd um aady. Da not write in€Jain area,to be cvmpfetad by city artown ojoic aL City or To= Pern6tMkense:9 AM&O (code one . I L Board of$ B urT�ng Dew enf 3.Cit.Wrawu Clerk 4 Electrical Ivspertor 5.Phrmbiag Inspedvr Other c'o net Person: Phone 9: • Laformation and Instructions masscar-h=efs General Laws chapter M regm=all e�Ioyeas'to provide workers'caa�easaiian�rfheeg a Iayt es. Parsaazri W this stag,an=Vhgy a is deffied as.":vmyp=6xda$ie service of another mder any contrast ofhiny cspmss or implied,oral orwrifte�." An empkyer is defined as'am mc$vidual,parftr�,assoed &ci carporatiun or ofi�t IegaI= y,or rap two or more of the fX egoing emgegEd is a join¢=brp ise,and i d g the Legal represeta&=of a disea sed a mplayrr cr the rex:civra Cr tras of as mdrvi�al,par�ersh�,association or o$ierI gal edify,euzpinymg e�ployecs. However$ie owner of a dwelling house havmgaot mole than three aparhnets and who resides fhecein,or the:occagant oftbe - dweIImg house of molher who e3ploys pe moon to do,n aT�mn�rrrnshucFi o or repair walk an such dwelhag house or on.the grounds or bin ling apgurhaartthereto shaIlnotbwanw of sack mnplopmeofbe deemed to be as eaoployea" MGL chapter I52,§25C(6)also stairs that"every- F f or local li=u ng agency shall withhold the i=mznce or e.o permit too irate a business or to construct btu in the commonwealf3i for rap . reae�aI of a hceFzs r p p �� applicantwho has notproduced acceptable evidence of cdmpE-mm with the hmur2nce.cov=rage required." Additionally.M<H-diapter 152,§25C(7)states�Ncfthrr the connnanyealfh.nor gay ofits poIl-Iical subdivisions shall EM into ray=itact fur the penance ofpnbHo wmkuo(it acmptable evidence of compHancav&h.the insu=r,6. regcm-emcats of this chaptr have Beer presented to the ca uhm±ng aathouty." Phase f II.obt the w033s'compeasai-iou affidavit completely,by checldbg i e boxes ffiat apply to your sitakim and,if nmessarL=pPFy sub--cx�-(s)name(s), addresses)and phone;nnnber(s)alongwrLffi rr c s)of Dance. Laaited Liahi Wy Companies(LLC)or Limited Liabffity'Parfn=bzps(LI P)whhno eznpIcyeex of m than the members or p are not required to cagy wa±m-e compeasafion i asmamce fir an LLC or LLP does have employees,apoUcyisrequaed. Be advisedthatthisaffidayitmaybesubmiYedto the,Deparfinemtofludast<ial Accide ±3 mr comfmmation ofmsuiHn=coven g&. Also besure to sign and dafEthe affidavit. 'Ibe affida*should beivtmned to the:city or town that the application for the pew or license is being requesft%L not the Departmerf of hA st aFI A c dent-, Shouldyon have aay questions rega o mg the Law or ifyo-m are required to obtain.a woii=s' compensaHozpofiey,pIwsomathmDeparimm3tatthemmnberlisftdbelow. Selfiasen-edrampaniesshonI(ieniertheir. self-jn ce license-number on the aggropziafn line. City or Town Officials- Please be sro•e that the afIrdavtf is complete andpr�edlegn�Iy_ 'Ihe Deparime�thas pmvide$a space of the bottom of the affidavit for youth JDI out inthe event the Office ofIuvestigaf ohs has to eonactyonregazdingthe applicant Pleasebesineti)fillinthepeom�crosentanber which wry.be used asamf,=ce Tram ber. 1aaddoion,snapplicant .$at mast sabniit mu2tiple p=WHc-use-applit:afions m any giver yew,need.only submit one affidav$indicating euffeot . p olicy mfbrn anon.(if nexessaly)and Under`Job e Q�1Lress"the applicant.ho fld V?rtF-"au locafii-ns in - (cvy or town)-"A copy of the•affidavitthathas been.officially stamped.or mmcedbyfhe city or town.may be pmvidcd4n the ' applicant as proofthat a Valid affidavit is oa file for fnfnre'p=#s or hc=sw, A new affidavitmnist be fMc&ant each year.Where a home owner or cdizem is obtaining a R(=sc or pemitnot=elated to any bush=s or commercial (ie.a dog license orpemzit to bum leaves etc-)saidperson is N T regied to completc this affidavit - e o wouldLIa--tathank uin.advaaccfor o�co =ejc andshouldyouhave-mygaestions, Tit Office fInves�gatrons YQ y op • please do not hesitate to give ns a call" The Department's address,feleghone and_fax giber. C.aMMM- t*Of chuseti�-- - - - D epartn t of Izi6s�al A=Ueuts Of6ta--Qf�vesdkatlo= Tl�-L 4 617' -4M Md 4€6 or I-V7-IJASSAM Fax 617 727 7M • Izevisecl4-24-07 ��.�m��-��rf�- - lA IJS TETE TS — ;z 6RI1/ER'S _ w LICENSE ihl ` Q31291201T S �R 4b D(P JI U1'17 27�y' DOB — � cUZ/ LIIIr�E0 z10 �RFa(i e 57� AINs$7 �� co 0 AEEI A 649'1054 C4 rr' _ ui w !/� r COMMONWEALTH OF MASSACHU$ETTS�` `t' • �::ai m j cc z BOARD OF r ss v N LL m SHEETrMETi4L WORKERS = oQ a N N ISSUES THE FOLLOWING LICENSE J • of c m p w w MASTER-UNRESTRICTED, ~ o F'7 • W w fn <�O F, w „ Im ROBERT C LALIME' -� a 3 • : -� z Z _ S 575 MAIN ST � $ �<r �,� �l f�, w: ►- � • ate; (U � MASHpEE,:IVIA 02649 2054 �' cn w O al N M 02/28/200 404026 .I arr: COMMONWEX HH OF MASSACHUSE S LL • . BOARQ:"OF PLUMBER$AND GASFITTERS ISSUES.THE FOLLOWING LICENSE JOURNEYMAN PLUIfIIBER �¢ F i ROBERT.0 iaz 575MAIN ST MASHPEE,MA 02649 2054 w r IW I 26607 05/01/2020 451205 ; 17 . 0.5.2018 07 : 54 PM BCL PLUMBING HEATING & co 5085392720 PAGE. 2/ 2 I r . Town of Barnstable Building Department Services 0 ' $ D&n Florence,CBO T .b;a Building Commissioner T l�fq y l 200 Main Street,Ry=ls,MA 02601 www.town.barnstable.ma.ns Office: 509-862-4038 Fax: 508-790- Property Owner Must Complete and Sign This Section 4,Duilder I ,as Owner of the subject property hereby authorize / 214 to act on my bebaA in all matters remme to work authozized by utlding permit application for. J r (Address of Job) **Pool fences and alarms are the xesponsibilitp of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections axe petfogned and accepted. Signature of Owner Stgnatm of Applicant 1' riot Name Print Name ' Date From: Michael Dangelo mickeydl05@yalioo.com (d Subject: Insulation Certificate.Michael Dangelo.55 Hi-Ona-Hill Rd.pdf Date: July 10,2018 at 6:17 AM To: tgi-cahill@comcast.net Insulation Certificate, 55 Hi-Ona-Hill Rd _ _ SStirFrilk Barnstable Description of Installation ROOF P rod uct_Closed cell foam _ Lot Number Thickness Onchesl 6 Therrrfal Resistance (R-Value) 42 EXTERIOR WALLS Product Closed cell foam_____ _Lot Number Thickness Onches) 3 Thermal Resistance(R-Value) _21 _ BASEMENT WALLS Product Closed cell foam_ _ _ Lot Number _ —,— Thickness (inches) _2 Thermal Resistance (R-Valuer _ 15_ BASEMENT CEILING P rod u ct_Open cell foam Lot Number Thickness (inches) 6 Thermal Resistance iR-Valuel 23 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. _Michael Dangelo_ 07.091,201 B _Ca" Cod Spray Foam LLC _ CS-111B78 _ — �::�:N�.!'„'i'3r'r_'iL•.S J;3l�". I"'543zs_'' l;ri+,•YS_''�-..91^•?' manager: Iran Pauliuchenka 071'0°2018_-_ Sent from my Phone Michael D. I Air Leakage Report 55 Hi-Ona Hill rd. Test anode Barnstable Depressurization . 11/14/2018 Test Pressure 50.0 Pascals Test Equipment 2015 IECC Energy Code Minneapolis 30,1T115;'11. ,, '� x! ICI ' 'c'n 0 Total Air Leakage or Air Changes Per Hour Gauge 981 1.91 Conditioned Volume 30830 .` This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by canvas Duct Leakage Report 55 Hi-Ona Hill rd. Test Mode Centerville Pressurization 06/13/2018 Test Pressure 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis Total CFM@25 or Total Duct Leakage Percentage 0.00 0.00 Total Square Footage 2500.00 Maximum Allowable Leakage 100.00 System Exemption Section R403.3.3 Exception - Duct Air Leakag test is not required where ducts and air handlers are entirely within the Building Thermal Envelope. HVAC Duct Test 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by canvas Location S ft Served Ring CFM 25 Gauge Duct Leakage % 1 conditioned 1600 C 0 0.00 space 2 conditioned 900 C 0 0.00 space 180 STATE ROAD SUITE 21.1 SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by ccmvos Ventilation Report Ventilation Tests Fan Location Fan CFM Fan Timer Run Time Fan CFM Basement 104 20 hrs. rT Compliance Option#1: Follow these steps 10 determine compliance for the tare Airffow. ?) Deaermine the floor area of the conditioned space of the name=(A,;-) 2) De?ermine number of Bedrooms.i N:::•') :i) Insert(hose nurnber in the formula Below: Fan airflow(CFM)=0.01Aoce,+7.5(Nn,+1) Fan Airflow for-Homes with Average Air Leakage, Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by convas Al aye KILROY&WARREN,P.C. ATTORNEYS AT LAW THE ISAAC P. FAIRFIELD HOUSE 67 SCHOOL STREET BERNARD T. KILROY P.O. BOX 960 HYANNIS, MASSACHUSETTS 02601-0960 TELEPHONE (508)771-6900 TELEFAX(508)775-75.26 E-MAIL:tbkilroy@comcast.net March 31,.2014 Town of Barnstable 200.Main Street - Hyannis, MA 02601 - Attention: Mr.Thomas Perry, Building Commissioner Re: 'Property at 55 Hi-Ona Hill Road, Centerville Assessor's Map 207, Parcel 092-001(the_"Property") Dear Mr. Perry: This office represents the current owner of the Property, Linda A. Warren, Trustee of Hi-Ona-Hill Realty Trust Two, under a deed to her dated October 19, 1994 and recorded with the Barnstable County Registry of Deeds on.October 25, 1994 in Book 9417, Page 227. The purpose of this Fetter is to seek a determination that a single family residence may be. constructed thereon as a matter of right. The Property is shown as LOT No. 2 on the plan.filed with.the Barnstable County Registry of Deeds in Plan Book 126, Page 33 and is also shown on the Sketch Plan prepared for Linda Warren by Down Cape Engineering and dated November 22, 2013, copies of said plans are attached. The Property is located in an RC zone, has approximately 107 feet of frontage on a constructed Town Way(Hi Ona Hill Road),48/100ths of an acre in area, 104 feet in width at the building set back line and appears to meet all of the.other 'intensity regulations save. for area and .is thus non- conforming by virtue of.the 1986 zoning change which increased the area requirement from 15,000 square feet to one acre. Under the provisions of Chapter 240-91A. of the Zoning Bylaw and assuming the dwelling is constructed in conformity with the width, front, side and r'ear�set back lines in effect just prior to the increase to acre area requirements, it is my opinion that the Property may be improved with a single family dwelling,provided the Property was not held in common ownership with any adjoining land at the time the Property was rendered non-conforming. I Under a deed from Richard R. Warren and Georgia S. Warren. to Richard R. Warren dated. December 24,. 1982 and recorded in Book 3636, Page 296, Richard R. Warren became the sole owner of LOTS No: 1 and No. 2 on the above described plan recorded in Plan.Book 126, Page 33. On December 19, 1985 Richard R. Warren took title to the Property (LOT.No. 2) as trustee of Hi- Ona-Hill Realty Trust by deed from himself recorded on December 20, 1985 in Book 4851, Page 87. According to the affidavits. of Linda A. Warren and Janice Warren filed herewith, the beneficiary of said Hi-Ona-Hill Realty Trust during its entire term was the said Janice Warren. According to my title search at the Registry of Deeds and to said affidavits, title to the Property was conveyed to the said Linda A.Warren as trustee of Hi-Ona-Hill Realty Trust Two on October 19, 1994 by deed recorded in Book 9417, Page 237 and title to the Property remains i'n Linda A. Warren, as Trustee of HkOna-Hill Realty Trust as of the date of this letter:` As of:the date of this.letter and,according to mytitle research-and the attached affidavit of Linda A. Warren, the said Linda A.Warren is the sole owner of said LOT No. 1, having acquired title with her late husband, Richard R.Warren, by a deed from himself to him and Linda as tenants by the entirety dated July 28,,1986 and recorded on July 29, 1986 in Book 5217, Page 187, the said Richard R. Warren having died on January 1,2, 2008 Ieaving:Linda as the sole surviving tenant.by the entirety of LOT No. 1: According to said affidavits, the beneficiary of Hi-Ona-Hill Realty Trust Two is The Richard R. Warren Revocable Living Trust Agreement with Richard R. Warren as Trustee and.Linda A. Warren and Howard B. Kelley as successor Trustees;, and the beneficiaries of The Richard R. Warren Revocable Living Trust Agreement are Richard R. Warren for .his life followed by Linda as a life income beneficiary and at her decease the principal, including said LOT No. 2 or the proceeds from the sale of said LOT No. 2, will be distributed to Richard R.Warren's children, Douglas Warren and Janice Warren,and to Linda s.children,James Michael Joyal,Jr.and Jennifer Dalrymple. In addition, my title research does not indicate that any of the above parties owned any land adjoining the Property from December 20, 1985 to the present time. Based on.all of the above, it is my opinion that;from and after the date of the delivery and recording- of the deed:of the Property on December 20,. 1985, the ownership and control of the Property was separate from ownership and control of any adjoining land and the Property therefore complies with the requirements of Chapter 240,section 91A as an exempt separate non-conforming lot. Respectfully s bmitted, Bernard T. Kilroy s SijC E DETECTOR EVIEWEC BUILDING DEP , BARNSTABLE B ILDING DEFT. DA7 \.. ~ `\ ,\� \\\�• :'i� \.\\\\ %%/,/\ii f,\\�\, FIRE DEPARTMENT DATE OWN OF BARNS TABLE BO-4 SISNATURF.S ARE REQUIRED FOR PERMITfIt. '-i•.\`:\\i'•iv`.\1'4•:2•!f //, /6�z"\\\\\\.\\\\1'" sf3';c•'/'i //'\�� \\\'si•a'\`�r'/i,^',/ r=s•r`� `;�.\ \ `e'-: 3G'-a \`. \\\ '" r /i.% ��,\ �� � '//` ` \\ \� /�!A , ///�I, \� ��,\ �, a-a• s'-4• '-a 3'-6• a g'-T 5'-5• 9'd' 4'-0' NI � >mgle oink rehig. � lv •��/ I I - S •n�_,� I a' v s�a9., O >he 6'x72'wmrlpool tub ' Bath Pom w>h� v ® �• � B throo Master Bath Kitchen — — oT eIngs I jBec�� uv� s�" O_ O w 3 zo q " F oom 2��� - _ - \ \.ar `mot' �✓ I T. I d13-0' 2'.4°x 2'-e'. d c 4 F 2�� � H y rr) • 4 cI et 4 Mud Room l - � 9 �^ `' � `"`�. ��I -,...:_._�.. VVL Llvmg Room r 1 - 4s degre<ier„�n N \t� '�l .ia.9�.. (I I `may,- I J 15'-2•x z7'-0' ,,.s r..f R \ Cq I e 9 MastBrBedroom family Room. I 1 w2ha fire opng. '1 I a ova de opn. ?r'*- ® Is'.e•x Ia'-z• C-i' I — — — — — — �. V`,'.°. � 1 Clo et _ Bedroom ' " 5 Portico Column Details r,- � F - I Walk-in Closet 'c - 3-2x6 P.t,cdumn mfh bloclmy i I • y« >, - - I ii. �. _ c P4k6' ganr.pmt>ert aw�lam�weam eonnueon I 1 - / F er i TY Ix wwlar we mm I � \ of d a[ 4n lows are n wndow heads rt four hoot w+nd rc °? - I b' - - p a her eI n-other wnnadws > >>eaon oI I GD I I st floor 1296 9P Im g aro . nd floor COS 247 3'-4• 4'-0' 8'-0' S'-O'. 6'-0' s'�l' 1'd' 2'-Y 4'-la C-0° 5'-0' 5'lY G-0' ,, 2'-4' 2'4' 2'-0• 1'-0• -3'-4' •IIB'-0. ' 18'-0' Plrst`Floor Plan , Second Floor,Plan 5cale: I/4"= i'-O" + Scale: 1/4" I'-O" o= N ;f _ 2a-2• 11'-6' 14'-3' 8' N 1 y. General Notes: ` s k E z ALL WORK SHALL BE FERPORMED IN ACCORDANCE WITH AU,CODES. -- - - p I` . ORDINANCES..AND RE5FON51BLE TRADE PRACTICES.All ' ` .' If 10 — 0 L 5U5CONrRACTOR5 SMALL BE RESPONSIBLE FOR KNOWLEDGE OF AND ADHERENCE TO THEIR RY5FECTIVE BUILDING CODES,ORDINANCES AND y . RP.5FON51BLE TRADE PRACTICES.THE CONTRACTORS SMALL NOTIFY THE F` ARCHITECT IN WRITING wnm DETAILS OF ANY DEVIATION WHICH WOULD k -• AFFECT THE CODE COMPUANCE OR DU IL OFTHEPROJECT.THE CONTROL OF WATERPROOFING,FVSMING.VENTEATION,CODE COMPUANCE.AND CONSTRUCTION PROCP5SF5 AND PRDCEDURCS ARE - THE RESPOKINDILITY OF THE CONTRACTOP- s} Garage A 23,4•x23,a. _ �• Walk-Out Basement F 00 O l 1 O N. _ OF MAssq o ! 2�,MICNELE GJ+ OL =g ir � 4'_2. ,y,-2. ••3'9' 3'-0. 4'.2' 4'.2• �" CUi71l.0 'P - 241 � n GT��{AL. to f". 2.4>tuw 24'o c.rt perimeter spaced I/2'hom II r 0 TRU wth r-I B fiberglass n>uht on O t S NO 3q�74 an wood° onaa w to where e,>o be vte� iU .OAO��Ci ISS�P�Co��� • basement 1296 5E Q sty C NPl- jb Basement Plan Scale: I j4°= l'_O„ - A- I ` r l — 3 L • 2 x e�lY/�5,8'c ,herth�ngor egaNalent . 12 7.5 k4 _ efaib prondul by arhReet r.49 fibcr bes msulat�on \. � Covac soffit gent sb+p . n Typal od,otruc m \ N k R 2x6 stud,I G'o.o.mN r-21 fiberglass I—labon \ 1/2',V,—d atea-1-0 or egwvalent _ + . * + ' • - sec ound boon p1a bfi fo ertbe,w�aM.-ho,bat note, \ a /Q�y.F n+s! r all i,ubt m is ne to be m direct--ot vnth nq pa-board . per the energy code - 10-6�'\ 5'-0' A K G934 rams mown moulding - _ 433 /2'x 3/4•tom 1/2'x V'trim >,+ 6 treads x 10'=1010Y N 33 ° .z• �a�ryt �m ® ® ® ® 2 5 2 5 _ _ Y _ �wtnN a x5 gangc door torn bin y 9. 5-2' r _ _ 3/4•TW ood subAoor b b - r v i f wall.() p t J-he�g �L .•. ae rails r y GJ P .r m 2x6 s 24'o.c. i aM a4 _ _ ' all. • o-15M1 lass _ Q lA th - - - - - - - - - - - � — — �� i eo m — -- - i tote conbnuou eh� O RI ht Side Elevation Scale: 1/4"= P-o" i _ - I a4 be \ I i General Notes:.. - Wndowa are to be Andersen 400 srnes double hung ble-wash and asement and awn ng wndows mth lave glass and simulated d,d hghls u shown 5creere are to be fiA xr .—pt for tWf-screen.,A 9 front, b r ' - windows and ro sneers are rcqulred ak two'Wrge wmdows at frock a garage. fypcal Cross Section R Glass doors are W be AMe,een A Sens pnc rehweod ad h nged.doors r n '- anmlow<g1as,.,rn�naeedawdwtymm�,hown.one ns. .. .'R Scale: )14"= P-O" o o y Sdmg n to be Allura 5 1/2'pre-finished fiber cement wkh 4'exposure.•" N air All torn Is to be cewlar PVC v � A I x3 rakc trim " r � x � O xB rake board Al - I n6 rake tom on wall - �V E - d 0 r o 0 1 x3 rake trim- I x8 rakc board - I x6 rakc trim on well I I 1 xB aM I x6 corner boards OF/ygSsq Mill IHEL I — — — — — — — — — — — — — — — I STRUCTURAL y _2 I ' — - - - - - - - - - - - � No34774 — SIN ENG /l l s to i Lo "All Left Side Elevation t A-3 Scale: 1/4" T t - ' • - a � Thin bnefi or stucco iretalled in stnet accordance wMi w x ' § manufacNrefs lrtstnrcbwls on wategmrwf membrane - over wand chimney flame,install sheet metal cap continuous baffled nd event • 4 ardatedural roof shingles on ' - nufactu t-uMed.—It with ' • ice and water eM1ield membrane at all eavn (� yg 3 r _— —____ —_—_— ___ ___ _ I�N- 2X/n�� tfWa - AZEK 6934arms ow moll g 1/1`�YYCC {{"" I, " gable tr m s to pro cct 4'b d hm of garage , _- d n 12 I IW,INC O O � 1 16ul12,tcd as 9hl/�2'shutten �9.5 s Typical Eave Detail 4•dmmetcr finks, — - q i___I! mo n 1.4 tnm alto M sidn of vnndows 4'w x 3 1/2%11x 3'd.dccoratwe blocks a D p a- ®.a 5 9' 12'-O' 12'-0' 9' I x3 rake tr m _--- AZEKhstoncsll V 6�' I x8 rake board � � 9. x6 rake trim on call I x I O and xB corner boards ee framing plans suing information 4 see b le d-As by adstect — -—_—_—_ _ —__ ___ _ ___—_____—_ __—__—_ ____--_ _—_ _ _ - —_— 5 1/2'Allure fiber canent siding y wRh 4•expmure u r . ' I�fasca � _ AZ2K 6934 rams crown mould� a of A2EK 6934 rams HI 236 286 296 2 6 yin l I S ands des windowsm6unted as 8ho/w2n'shutters 1 x4 tnm at top • / l i b 2x4 studs 1 AZEK h storri s it —_— ®® x4 at tnm d sdes of vnndows r 8 toP an /i, s 'I rd an4 1x6 corner Wards ®® m AZEK historic sill W 'U � r 1 x6 s6K board moarrted I'max. - __ -- -_ —_. _— bx _—_ _ ___ ___ _ _ _--__ _ ___—__ __ _ - _ - ___ __ rt ramountedl max. w- N belay to fbundatwn _ - wb boa 1 / _ op ion---- r o(fovndat (1)#4 rcbars top and bottom of—11 i and#4 vert cal 60'ou I � i w I � I I x I 44t �\C i #4 te—ebars 60'o c. ._ — ' yr/ Q Garage Gable,End Detail - T Gera etr055 Section a Front Elevation Scale: 114"- I'-0" Scale: 1/4"_ 1'-0" General Notes: Nh.0 are to be AMersen 4CO seen double-hung t¢wash and \ ta—t 1� , • - a as shown.5— Wo MI screens 9a F't br half-x t 9�front w saeev are required at two W.34 vnMaws at Kant of - - - / - i. conbnvous baHicd rid a vmt Gi—door arc to be AeNennl A 5enes Frenehwood aM hinged doom . w th it—gbss,simulated dwxMd Ighb as shown.aM saeao. N to be Allure 5 1/2'pre-hnishM fiber cement vnth 4'eiTosvre. * tCr1 a . All trim is to be cdular Pvc arGltc2ural roof shingl - "' - nuraet�"ere anderlarm<ne wrtn � o • a d ter•,M1m1e brave at au eava� ' , I r8 fascia _ AZEK 6934 rams crown mould" x4 trim at top and s des of windows 2 -- _ 12 AZEK historic sill fawn - I xH fnRe Ward R _ TIT 1 Land lx6 cornu Wards ' IxlO and IxB cvmo boards . composite railing system —_ _—__ g 5 /2'Allure fiber cement"Am with 4'oposure ®(1.�, ♦A� l� _ AZEK 6934 rams crorvn moulding f� ��1/•'t~/Y1`�'N���� N i P OFM� gSsgO z Ix4trmatto -an idnof 1 1 I M1FM ��� � CUCTURA►- N _- - �� ortico Section o "TRU � ^� Scale: 1/4'= I'-0" 4' .NO 34774 1x6 evert b-dinn"mw rmax. ---..... ----- ---- -- - - -----''- - A2EK noton<sm O c I/�w�j ) AO9FGIS16P G�� 3 � to U 9FFSSIONA�� I c-la s-IO 6'-IG 6'-10 a-lo c-1P 6—e - - 1 A-2 Rear Elevation Scale: I/4"= I'-0" t � 2'-H' 11, C-10• 6'-10' 6-10 6-10 6'-10' 6'-10, 3.4y Z 2.10 4x4 p.t.post on 8'so�rotuba \ �' sm t-dLOK wits st each � (4).I st wrth 2xl O .t.oast at 4x4 p.t. on H' 1 4 In 1 P. H s ate fo ro d gu onotubes n 20'da.fooang ° let nd o lid ha M euPport 00 .t.oast at nmeter 2. p j o. 6 on tin c,I a A Pr I oo Oe C 1st cti $ _ , b b p:s p cat no W IC 2 -1 O5 Of d 2'-B• 6'-H' G-10 6'-IO 6'-IO 6'-10, 6'-10 6'-10 n ' O 36'-0' tL w - o x1g rPIPA a ed It LCd da u du is nst di 0 0 . Foundation Notes: no I � 10•4000 P51 eoron>b foundation wan,on zo•x i a heyea rpoh p. 3 - /4 runtprnnig ban per dstab-xe cross>ctions L I i a Fm,,d s sb 5/!°Ld�L2nFhar bulb and 3�a'y I/�' j,� o 3b had with epa ng 9>houn� �a �' --- E a ip FoonN,am to be ria-d an undisturbed>pl wth 3000 PSP muomum o a Y I m 9 1 V u GUI _ beanng oepa rty.4'-U nim—below grads. I� x f O of is 2" 2 O Or 19t 6" .O. x I floc jot is Covxte fb—otitis>hall be 4•minimum over a 6 mil poyetlylens vapor I E? o - -1 homer on a P box oourx of sand.gravel or cmat d stox.Slabs Shan ` a �•. c yv has. I•deep control pots 20 0.1.nn,ot , I O � �O 4'-4• 115'd' 6' 4-4 1G, F•I Lp&' -••-- 1 /-�(/ b I )2. IL 0's sF )I 4'x L bez ��N-•�'j n C lump _ - m 4 - m _ h to sad 1e PI eat • ^yv- �A .i l� I F- �_ 6.SW.x4Led x l •h p 3/ x l C V N S LJL 1. 2' .0 n Co inn . t cola fIFlPRYtDdr eIN.Y01'Y 3/4� _ f�'A� � _ - beam fall Inck del plat at t.o.w.elev.100101 � aa,rl\- '�/A al 160 I N I'-3' � o •r ,t�G `'f 2 10 oor olst 16'C.C. x l flo r jo is "o •'fir t-r anchor 11111 111' t seats at eayh mlumn I �, 7Ir ' N s ' mI m ` alb 12-ma.-Gom rema<a-and 56a.<. stab elcv. ° • /� b dev.100'-0' u 11 11 11 11 11 - �I I C',53"' 9'-414• i 6'-1-' _ n • O § — — — First Floor Framing Plan C; a\ I Scale: I/G" I5 '-0' 5'1'• _ 1514 , /Sv`-t,� 8[iV -M • d Q — � o atend coot slab I o s ; { •-• ��� �.'�7� ��` �� � � �LL into doo open nq V -"111DDD""000"-0-0-0"-'„III O O E t.o.w.elev.100'-0' ev <lev. 00'-0 Qin aa�er bo1WJ.3'rwx.fiaiwcerneia and�2'+wx.o .9 - r-g• 3-ly. z•-yy Framing and General Notes: _ 3 I/z•.x t 1�/a•a'2s=r LVL weer al wow o to ba opnpldad�n ar<oreanre wan an app�ble coed, j ordmm�ce>,regulations and responvble trade padicea. J I . listen top plate to header wah tun 4 Frammg lumber.to kin deed S-P-F or egJiMeta wah no follovnng minimum s of 6d s nke�re Is 9'o c.typ tin Ms 1000 Ib.strap oppos to sheath ng > q m fasten,heath..to header vnth Bd common or 2x8 200 P31 a 4W 000 PSI galvaniaed to.gads in 3•gnd pattern as shown and1.400.000 r all framing(studs,blotting and sills)typ. 2x I z 1000 P31 1,400.000 P51 u In>ta11 Jost and beam hanger--p oo. _ * Install 2x8 a larger Imadem typical unle>s indicated othermx. , Coordinate opemng>for pWmbmg,vents.HVAC.etc.poor to the start of . (3)2x4-studs - 4 Framing. studs y in— /'�(/a 'tom alxcormvicebw dui relduding t >trvdvnl connector.m Garage \ m onGnuoa>>hahiny > oam Fmm"q contactor r>W have N11 tnovAedga of and—tam oopes on sae } I 5/e'anchor bolt wth 3'x3'v/4'plate washer of the APPA Wood Frame Construction Manual 1 10 MPH and all mamaacturer installatan wtn;etions. su of la Garage Door Opening Detail Scale:3/5"= I-Oa --..,nchor,>alta-,a'ma. apm �J i XOf MASSgcyG Foundation Plan NEE �" G �L,�PL N. c N o S�RUG��7a ° O L No RFGISI� C> Ln kn CJ I 6JC — ��le. �6 �. A 4 p 2'-0' 4'-0' a'o 4'a SH Of 4f . attic framing�second floor f am�lnlgw, ,� �Qss � 3)2x heads 3 2x12 h da(trim to 1 1'h. ✓` (3)13/4'x I I LVL header 3 2x 12 header(tom to 1 I•h.) o MICHELE tiN ( o� CUDILO R, STRUCTURAL ° NO 34774 x.ho ae a 90� G'/ v d nbr all pi 6 0 Ir11 C em is o to ami S STE an cc ing is 16 .c. 2 O f or ,St! 16" .c. 4 I h ge, lower level roof framingupper I vel roof framng - o t ha Ibor e l V - van m aII to 2x r Fter 16'o.c. 2 10 oor ois 19 o.c. x flo rfoi t5 I "o o ,Ny XIS x rid e 6 rd j u E -1 2 10 Ote I o. IL '$ � � i to Oba ohs +' 3,0. •W lfj N � 4 pan v J2x2a y N Nq aA v _ (3)2x6 hods (3)2x6 heads (3)2x6 heads (3)2x6 hds (3) x6 hod q' (d IT x4 ceiling foists 1 G"0.1 o / �` u G Lower Level Attic and Second Floor Framing Plan Scale: 1/4"= 1'-0" to r S r; 2' O r Ftar I G'o.c. °U !f• �o LU J Y, Framing and General Notes: 2.10 raf, rs I G"o.c. - All wake W be completed in accordance mth all apob ble codes ardirarlcd,regulation and rdpodible trade pod—. Fnmug Iuniber a to kin deed 5.P-F a egwvaWR xnnl the folbvnrq minnnum ' F. 2aP51 e400000Psl Roof Framing Plan o zxto I100P51 1,400,000P51 Scale: 1/4'= 1'-O" Q.� o 2x 12 1000 P51 I,400,000 P51 ate+ . Intall�oist and bone hangers as required. 6�E '� a' N � a hnWi 2.8 or br _headers typmal unkm mdrated otbenree. _ Q� K ' e eaardnute opemngs far phnabi'y,verb,nvAe,etc.poor to the erart of �I` Kammo t� 2 x3's as sh `u 1' lnstan au manufx4r h prods-U 1,romg tVL aril aWcturai connectors,m D= W r Wtk301 O attic da v l/�� stnet aecordame with manufacNrers rcqu remenb.. - (3)2rB holler �v 3 5'x54'r o(venfy) E _ - - (3)2Z hoder (3)2xG hoder J Framny coiRradtw i to love full knowledge of oriel mnntain coed on Bite _ p E Z t` g' m of the AFPA Wood Pnme Constrvctwn Mawal I.10 MPH aral.a0 ` t` mamlfxturcr aebllaoon lnWction. - (n L Q4c � ip r 2x8 ceiling "WIG'o.c. - x8 ilin jolE I "0. . x8 eih Jo to G"o D a M1 de 2 1. tan bo hang a sh O O da r u 4.1,2 (vennulated rip oily bndin 2x3 cad 3s 2x 10 ra rs 1 G"o.e. tisel Y 1 `_ lv if i 0, x8 eihn jol is 1 "o 2xl c ling 0,st 16 0.c. N N m N -4 LL U Q � (3)24 hods (3)2xG hod- (3)2xG header (3)2. M1oder (3)2A header 5... Ln C) to U Upper Attic Framing Plan Scale: 1/4"= l'-On q_5 28 LOCUS DATA N CURRENT OWNER 'THOMAS DRISCOLL ZONING DISTRICT RC AN qiN sr JANE DRISCOLL N FLOOD ZONE "X„ PANE s� PLAN REFERENCE 126 / 33 ASSESSORS MAP 207 i S 00'13'40" E 113.78, DEED REFERENCE 29553 / 253 PARCEL 092-001 _ 4 HI—ONA—HILL y LOCUS LOCUS MAP n 106.66. NOT TO SCALE: S 01'03,50- W 25.8' 17-0129 (- — — -1 ' I - o FUTURE — — — ts.o' 105.3 I HEREBY (CERTIFY .THAT yl GARAGE — THE FOUNDATION AS — W ( DEPICTED ON THIS PLAN IS IN CONFORMANCE WITH N L — _. —- - — —j— — — — — od THE TOWN OF $ARNSTABLE 12.0' B U I G S T A S. Q Z Z DWARD A ONE, PLS LOT 2 N (6 W20,146f S.F. FOUNDATION TOP=102.1 w � ., b } � r:R t ;A;y cf- 81.8 28:0' cn 10.9, Lit N 08'38'3o" W 228.14' PREPARED ,BY: FOUNDATION e�- OWNER/APPLICANT: ���''j"� DATE: NOVEMBER 13, 2017 EAS SURVEY, INC.. AS— BUILT PLAN THOMA�S & JANE DRISCOLL U� EDWAARD P. O. BOX 1729 689 CONCORD AVENUE STONE SANDWICH , MA 02563 No.289 0 20 30 40 55 HI— ONA HILL BELMONT, MA 02478 PH. (508) 888-3619 CEN TER l/ILLE MA GRAPHIC SCALE: CELL (508) 527-3600 1 INCH = 20 FEET EAS.SURVEY®YAH00.COM-- )/ NOT • SEWAGE SYSTEM PROFILE 8c DETAILS ' 1. RISERS AND COVERS TO GENERAL' SCHEDULE OF ELEVATIONS FINISH GRADE NOT TO SCALE 2. H-20 SEPTIC TANK, H-10 D-BOX, H-10 GALLEYS AND 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS SCHEDULE 40 PVC PIPE THROUGHOUT ENVIRONMENTAL CODE (310 CMR 15.00,TITLE 5), AND THE LOCAL BOARD FIRST FLOOR = 1 103.0 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OF HEALTH. y` 2 TOP OF FOUNDATION = 2 102.0 A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY OBSERVATION PORT 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE 3 PIPE INV. AT FOUNDATION = IN WHICH THE WORK IS BEING PERFORMED. S=2% MINIMUM WRITTEN PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. 4 4 INV. OF PIPE AT SEPTIC TANK INLET = 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO 5 INV. OF PIPE AT SEPTIC TANK OUTLET = 13 100.5 6 INV. OF PIPE AT D-BOX INLET = 12 100.2 PERFORMING THE RELATED WORK. • • 14 101.0 4 97.87 4. THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM 5 97.62 11 100.5 � F INV. OF PIPE AT D-BOX OUTLET = � •, DESIGN AND IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR ' 8 INV. OF PIPE AT START OF LEACHING FIELD = 10 98.0 MIN. BREAKOUT BUILDING SETBACKS. PROPERTY LINES AND BUILDING LOCATIONS ARE '- GRAPHIC ONLY, PROPERTY LINES NOT HAVING BEEN VERIFIED. NO atv ' _k:y 9 BOTTOM OF LEACHING FIELD = 151 REPRESENTATION OR CERTIFICATION AS TO THE ACCURACY OF THOSE _ ' SHOWN IS IMPLIED OR INTENDED. 10 TOP OF STONE . ... •, 5 OUTLET BACK FILL WITH " - w 11 FINISHED GRADE OVER LEACHING FACILITY = "D" BOX CLEAN FILL 5. ALL DISTURBED AREAS ARE TO BE LOAMED, SEEDED AND MAINTAINED TO 12 FINISHED GRADE OVER D-BOX = W/ SPEED 9" MIN. 36" MAX. PREVENT EROSION. S=0.02 L=46� rMIN. LEVELERS FILTER FABRIC P =M, 800 GALLON LOCUS MAP NOT TO SCALE 13 FINISH GRADE OVER SEPTIC TANK = 0.01 L=13.0' ' ' L=VARIES GALLEY 6. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT 14 FINISH GRADE AT FOUNDATION = 3 98.79 •,•. O O LEAST ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS O ' ® ® 1 EXCEEDS 1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE 15 TOP OF CELLAR FLOOR = '� ® ® ® CS 0 PUMPED. . SCHD. 40 PVC TEES ® ® C3 ® ®' 7. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND Cil 00 GAS BAFFLE ACKNOWLEDGED BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH; 6 97.44 AND CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. 5' OF NATURALLY OCCURRING SANITARY CODE. NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR 8 197.17 PERVIOUS MATERIAL CU IMPLIED. 15 1 TBD • • 3 9 95.17 8. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL 1500 GALLON SEPTIC TANK CONDITIONS FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS • H-20 PRODUCT - ACME NOT CONSIDERED AN IMPLIED OR EXPRESSED WARRANTY OF SOIL PRECAST MODEL OR EQUAL USE (2) 500 GALLON CONDITIONS BEYOND LIMITS OF SUCH TEST HOLES. GALLEYS WITH: 9. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE 36 STONE ALONG SIDES; AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING 6" MIN. CRUSHED STONE BASE 60" BETWEEN; FACILITY. THIS AREA MUST BE BACK FILLED TO THE ELEVATIONS INDICATED 48 ENDS. ON THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, TOTAL LENGTH = 30' CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. TOTAL WIDTH = 11' MIYTURES AND LAYERS SHALL NOT BE USED. THE FILL MATERIAL_ SHALL CONFORM TO MA STATE HEALTH CODE TITLE 5 - 310 CMR SECTION 15.225(3) AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE MIN. PER INCH, BEFORE AND AFTER PLACEMENT. DESIGN DATA 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND LOT 1 1 BUILDING TYPE 3 BEDROOM DWELLING ANY ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT . : SERVICED BY MATERIAL FINER THAN A NUMBER 200 SIEVE. TOWN WATER 2. DESIGN FLOW: 110 GPD PER BEDROOM = 1 10 x 3 = 330 GPD 11. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO WC PARCEL 89 UP 3. DESIGN PERCOLATION RATE: 5 min/inch CONSTRUCT OR SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE SERVICED BY CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION 04 TOWN WATER BENCHMARK 4. GARBAGE DISPOSAL: NO OF INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. N M TOP OF BOUND 5. SEPTIC TANK DESIGN REQUIREMENT: 200%G DESIGN FLOW 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND z RO A� PROPOSED 0 EL = 100.64 6. TOTAL LEACH AREA REQUIRED:330 X 2 = 660 GAL. (USE 1 ,500 GAL. MIN. PER TITLE 5) VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. ( L WATER SERVICE "!��/ 13. TIGHT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE P V C ) it � CBD FNDH r� SCHEDULE 40, UNLESS OTHERWISE NOTED.H� N �T• �� TITLE 5: 330 GPD / (0.74 GPD/SQ.FT.) = 446 SQ.FT. (CLASS I SOIL) J 25 7. TOTAL AREA PROVIDED: 14. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR C PUB -�C 107'79 ' , /O CONSTRUCTION INSPECTION AFTER EXCAVATION FOR THE LEACHING BED 111111 10 pT 0 Tp#4 5 REMOVE AND REPLACE (PRIOR TO THE PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF \ ,Tp#39 B AS REQUIRED (SEE NOTE 9) 11 X 30 LEACHING FIELD SEE DETAIL TP#2 � _ � - � � ( ) PIPE & STONE PRIOR TO BACKFILLING. CeDN r EFFECTIVE DEPTH = 2.0% LENGTH = 30% WIDTH = 11.0' 15. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND FND ^ • o +, TP#1a� T •. f 1 SIDE WALL AREA = (200)(2) = 120 SQ.F'T. MATERIALS INSTALLED. THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS 0 a a o _ �r %' +�•�l BOTTOM AREA = 11 x30 = 330 SQ.FT. OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED BENCHMARK I - +� .*.+ • ,`� 'p END WALL AREA = (2x11)(2) = 44 SQ.FT. TO THE LOCAL BOARD OF HEALTH UPON COMPLETION. TOP OF BOUND i• • ' • ` I16. NO EL = 100.44 \ r' i' RED RVE *•••. . / U /�,C� TOTAL AREA PROVIDED = 120 + 330 + 44 = 494 SQ.FT. PROPOSED RUBBER SEPTIC BED EXCAVATION RE NDUR NGINCONS CONSTRUERY SHALL CTION. OVER THE $ _ _ _s - _ _21.6' y `' 494 SQ.FT. x 0.74 SQ.FT. GPD = 365 GPD 17. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED O O TOTAL FLOW PROVIDED = 365 GPD FOR THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY PROPOSED WATER SERVICE , 2� 4 �� EXCAVATION. ca s 00 LOW POINT ,°' NOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. o � '�' � --.TO RETAIN STORM WA TER 1-"Zj ON-SITE x_' o PROPOSED SOIL EVALUATOR � L_0 G GE __ SLAB ELEv \ Depth from Soil Soil Soil Soil Other 101.25 Surface Hor. Texture Color Mctt. Relative 1005 9� (inches) (USDA) (Munsel) I Factors 1o125 ELEVATION DEEP OBSERVATION HOLE #1 L. 100 UP EASEMENT FOR UTILITY POLES 2"-0" 0 ORGANICS I+ 10� 7 AND LINES IS NON-PLOTABLE. .22..E 0"-6" Ap LOAMY SAND 1OYR 4/2 $ 10 0 SEE DEED BOOK 3266 PAGE 290. Uw 6"-24" Bw LOAMY SAND 1OYR 6/6 ' -02 24"-136" C MED SAND 2.5 Y 8/6 NO 5%-10% GRAVEL O - PARCEL 92 10.2 101� -__PROPOSED DEEP OBSERVATION HOLE 2 L. 100 NOTICF � SERVICED BY \ DWELLING #55 8 _ 2"-0" 0 ORGANICS TOWN WATER L4 EI-EV-102• �5 0"-6" Ap LOAMY SAND 1OYR 4/2 IS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER gr O FgALSEMENT SLAB g 1 2Q 6"-24" Bw LOAMY SAND 1OYR 6/6 AN CAPE do ISLANDS ENGINEERING, INC. =g3 - $$�Z 24"-136" C MED SAND 2.5 Y 8 6 NO 5%-10% GRAVEL UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON Oj 00 .9 - El 5 ' ROD & CAP / R PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED N 26,8 1FND HEREIN; AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC. N DECK ,PROPOSED 1 g6.8 ELEVATION DEEP OBSERVATION HOLE EL. 100 A'.� , . E102.5 i TD 2"-0" 0 ORGANICS I i ' (PA T10 BELOW) PA �2,� 0"-6" Ap LOAMY SAND 1 OYR 4/2 � ����� �$.Q 6"-24" Bw LOAMY SAND tOYR 6/6 1• 9/�/17 REVISED HOUSE, ADDED POOL do GARAGE JB MC / 9 5--p ATIO F „ �, REVISION DATE DESCRIPTION BY APPR $$�Z 24 -136 C MED SAND 2.5 Y 8/6 NO 5%-10% GRAVEL TOP 0 \ g3'o�A op PARCEL 158 9 PERC ® 36" OWNER of RECORD: WALL g5'0 DEEP OBSERVATION HOLE I#/. EL. 100 LINDA A. WARREN, TRUSTEE 10.2' I PRO, 2" " 0 ORGANICS S D ` SERVICED BY HI-ONA HILL REALTY TRUST TWO 18X36' \ s¢ TOWN WATER -0 43 HI-ONA HILL ROAD IMMING P OL � 2u 0"-6" Ap LOAMY SAND 1OYR 4/2 CENTERVILLE, MA. 02632 OF 5� 8' DEEP\ \ �" �$Q 6"-24" Bw LOAMY SAND 1 OYR 6/6 APPLICANT. TOP WALL gOF \ 35.5' 11$2 24"-136" C MED SAND 2.5 Y 8/6 NO 5%-10% GRAVEL THOMAS DRISCOLL 241 PINE 92.9 - PERCOLATION RATE _ <2 MIN./INCH CENTERVILLE, M. 0 632 °N� _ DEPTH TO GROUNDWATER = NONE ENCOUNTERED PROJECT: g2 92 ~ 90-- NOF04S OBSERVATIONS BY: MATTHEW C. COSTA, R.S. SEWAGE DISPOSAL SYSTEM DESIGN EQ c� � s� WITNESSED BY: DAVID W. STANTON, RS. LEGEND PRop gam? �y� DATE TESTED: 7/8/15 55 HI-ONA HILL ROAD PROPOSED °N �` f�ArrHE�v c. POOL EQUIPMENT Up / COSTA EXISTING PROPOSED DESCRIPTION No S228Z11 rn IN PLANT BEDS 88 � NOTES CENTERVILLE, MASSACHUSETTS PROPOSED / -L86- � S���n� 1. GROUND ELEVATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT �' SPOTGRADES BACKWASH PIT 84 SURVEY AND AN ASSUMED DATUM. 5 0 X 5 - SHEET NO.: 1 OF 1 DATE: 8 8124115 TEST PIT DRYWELL � � / 2�' "� �� C I XI-ON I SCALE: AS NOTED 2. THIS LOT IS NOT IN A FLOOD HAZARD ZONE AS SHOWN ON FIRM FLOOD PERCOLATION TEST / _ INSURANCE RATE MAP NO. 25001C0539J. APPROVED BY. MC CHECKED : W DESIGN BY: MC LOT IPREPARED BY: WATER1� AND UTILITY POLE ~ _ 20, 147 S.F. \ 1 F��`4 s�° 3 E CAVAT NGVIAND CE 11'0' MIN.L SETBACKTED B ADISTANCE FROM ESDAID ISOERVIOCEANY TO THE CAPE & ISLANDS ENGINEERING .�. HYDRANT ' © CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING / /_ ;, 1�y.,� \" SEPTIC SYSTEM SHALL BE MAINTAINED. CBDH C. CO$4 A MCORRPORATED / / •�� FIND9 P40 1388 , , SUMMERFIELD PARK �¢c LIGHT POST 0 4. ALL WATER LINES SHALL BE SLEEVED WITHIN 4 PVC SCH 40 PIPE FOR 10 800 FALMOUTH ROAD SUITE 301C 508.477.7272 PHONE Info®CapeEny.com CATCH BASIN \ / /�n4�1 gI '<_ ST ON EACH SIDE OF SOIL ABSORPTION SYSTEM. MASHPEE,MA 02649 508,477.9072 FAX www.CapeEng.com 41VITARIP` DRAWING TITLE0 20 50 100 �'. 7- F, 5. THIS LOT IS NOT LOCATED WITHIN A WP OR GP DISTRICT OR A DEP CONTOUR � � N PARCEL 93 DESIGNATED ZONE II. SITE AND SEPTIC DESIGN PLAN oHE OVERHEAD WIRES ROD & CAP SERVICED BY SCALE: 1 = 20' 6. THIS LOT IS LOCATED WITHIN SALTWATER ESTUARIES PROTECTION DISTRICT. FND TOWN WATER ASSESSORS INFORMATION. MAP 207 LOCK 092 LOT 001 GENERAL NOTES BENCHMARK LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON TOP OF BOUND THE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, r _.; EL=100.64 DATUM:NAD 83,UNITS:U.S.SURVEY FEET. AD RO ZONING i CBDH �,�` ZONI DISTRICT.RC \ Sig DISTRICT- FND PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF NON-HAZARD ZONE X BY 25�. M� / 3� 1p7 79� THE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO b c PUBL�G APPROXIMATE 25001C0564J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014. aw LOCATION THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA. OF SEPTIC SYSTEM ,,. w`; `" "•. w� CBDH' PER THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. a CARD �. , h* K '1 O O � BENCHMARK --� TOP OF BOUND 0 p EL=100.44 J LOCUS MAP NOT TO SCALE - ao iM M N •— •— o V_, :a p Z BUSTING 19.r PARCEL 92 10.9' ROD&CAP FND L" Ew C. CO O COSTA 11 a N 25.8' C4 . 2 ,oc pROppgED SECK i r (p'xT10 PP'T10 —vNOTICE r W o � Po � THIS PLAN MAY NOT BE ADDED T0, DELETED FROAM, OR ALTERED IN ANY WAY BY ANYONE OTHER Nf r THAN CAPE &:ISLANDS ENGINEERING,:INC. ° 'O PARCEL 58 UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ON THIS PLAN NO PERSON OR Z �0 ..► PERSONS,MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN:AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING,INC. W PROP ED 18'X3 , J WAU►- SWIMMING POO" 12.0 11.0 3..w DEEP PROPOSED 34.9' POOL EQUIPMENT REVISION DATE DESCRIPTION BY APPR o OWNER OF RECORD: LINDA A. WARREN,TRUSTEE HI-ON-A-HILL REALTY TRUST TWO s 43 HI-0NA HILL ROAD CENTERVILLE,MA.02632 ` PROPOSED APPLICANT LINDA A. WARREN,TRUSTEE W BACKWASH PIT HI-ON-A-HILL REALTY TRUST TWO ✓r DRYWELL 43 HI-ONA HILL ROAD LEGEND �P o CENTERVILLE,MA 02632 ■CB -------.CONCRETEBOUND Z PROJECT: ■SS ------- STONE BOUND W ®RC ------- 'ROD CAP LOT 1 OIP ---- -- IRON PIPE FOUND 55 HI-ONA HILL ROAD ----- WATER SHUTOFF20,147 S.F. IN ■ ----- CATCH BASIN SQUARE CENTERVILLE, MASSACHUSETTS kBDH ���� ------- UTILITY POLE FND p- -- -- GUY POLE DATE:5/15r18 E— ------- GUYWIRE SHEETN0.:1OF1 ----- LIGHT POLE 39 v --- T%' DWG FILE:HI-ONAHILL 55 SCALE:AS NOTED _ SIGN �o, Barnstable Bldg. Dept- ----- - CONIFEROUS TREE APPROVED BY: MC CHECKED BY:MC DRAWN BY:JB -- - -- DECIDUOUS TREE �. N PARCEL"or �'y PREPARED BY: - Approved by: ® -------- TREE STUMP f - ----- SHRUB ROD 8 CAP FND �` - Permit 4: ,$-jZ�-/�` 7 . . CAPE & ISLANDS ENGINEERING j ------- CONIFEROUS SHRUB CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING TREE LINE OHW OVERHEAD WIRES 508)4 7-7272 SUMMERFIELD PARK (508)477-7272 STONE WALL 800 FALMOUTH ROAD,SUITE 301C www.CapeEng.com ^ POST 8 RAIL FENCE MASHPEE,MA 02649 email:infb@CapeENG.com STOCKADE FENCE 0 20 5O OO DRAWING TITLE: x x x PICKET ROW PROPOSED POOL xz— x. CHAINLINK FENCE c ,' ------- AREA OF STRUCTURE INCLUDED IN SCALE: 1 p = 20' EXISTING LOT COVERAGE ASSESSORS INFORMATION: MAP 207BLOCK 0921L0T 001 L i THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLY AND CONTINUOUS BOND BEAM ASSUMES THAT THE FOUNDATION/FOOTING @ BEARING SURFACE IS UNDISTURBED, OR TOP OF WALL W/(3)#4 BARS PROPERLY COMPACTED, NON-ORGANIC SOIL POOL DECK& CAP BY (TYP.) WITH A MINIMUM BEARING ALLOWABLE OF 3000 OTHERS (TYP.) PSF AND THAT ALL CONSTRUCTION WILL BE WATER SURFACE PERFORMED BY QUALIFIED CRAFTSMEN IN s ACCORDANCE WITH THE 9TH EDITION OF THE 36-0" MASSACHUSETTS BUILDING CODE. ALL CONTINUOUS BOND BEAM @ DIMENSIONS AND ELEVATIONS ARE FOR DESIGN EDGE OF GUNITE TOP OF WALL w/ (3) #4 BARS a � POOL FINISH PER AND REFERENCE PURPOSES ONLY AND SHOULD (TYP.) - w CONTRACTOR(TYP.) BE VERIFIED AND APPROVED BY THE OWNER, POOL DECK CAP BY CONTRACTOR AND FRAMER. ON SITE OTHERS (TYP.) N VERIFICATION OF CONSTRUCTION IS LIKELY POOL STAIRS. SEE SECTION WATER SURFACE REQUIRED. IT Is THE CONTRACTOR'S OR '1 I/S-F FOR MORE INFO. 2 MIN. CLR. OWNER'S RESPONSIBILITY TO EMPLOY PHELAN CONTRACT ER YP. WATER SIDE)POOL FINISH P (T $ ENGINEERING TO PERFORM ON SITE — a °O OR(TYP.) VERIFICATION IF REQUIRED OR DESIRED IT IS FREE-DRAIN ALSO THE OWNER'S OR CONTRACTOR'S C �' `� ::.: ;•. 2" MIN. CLR. STRUCTURAL RESPONSIBILITY TO ASSURE THAT TIMELY I #3 @ 6" O.C. (VERT. AXIS) NOTIFICATION OF THE PROJECT PROGRESS IS POOL WALL (TYP.)' ( 11 N "411 (TYP. -WATER SIDE) FILL (TYP.) PROVIDED so THAT ADEQUATE ON SITE #3 @ 12" O.C. EACH WAY ENGINEER PRESENCE IS OBTAINED. LIABILITY IS (TYP.) #3 @ 12" O.C. (HORIZ. AXIS) SEVERELY DIMINISHED IF ENGINEER ON SITE VERIFICATION IS NOT PERFORMED.IN ADDITION, • 4 NOTHING IN THIS STATEMENT RELIEVES THE FREE-DRAINING 3" MIN. CLR �p CONTRACTOR OF HIS/IER RESPONSIBILITY STRUCTURAL ¢ �J REGARDING THE PROVISIONS OF 780 CMR 107, I � I FILL (TYP.) (TYP. - SOIL SIDE) tips rl2 G� _ �J �H OF A�q 3" MIN. CLR. �' sic I I I (TYP. - SOIL SIDE) 1, �� WILLIA'PHELA N �G o I I I CO O C� O O o STRUCTURAL y 00 �' MAIN DRAIN. SEE DETAIL PROPOSED POOL ^ No.49311 (' _ � ( 10" MIN. 'GUNITE' 17 115/S 1 FOR MORE INFO. I I PROVIDE ROCK PACK. SEE SECTION 8" MIN. 'GUNITE' THICKNESS (TYP.) sTE�� 1 1/5-I' FOR MORE INFO. Q _ i f I THICKNESS (TYP.) Ss'�- ,,�,,,� IO DESIGN&PLANNING o O o O o REVISIONS I I LIGHT (TYP.). SEE DETAIL '14/S-1' MP.x.LZtTL L DETAIL �_�0,�� �,�, ,��, , NS FOR MORE INFO. LOCATION PER I 12I POOL CONTRACTOR' I O j'-o" PROVIDE ROCK PACK. SEE SECTION O DATE DESCRIPTION ' 1 1/S- I ' FOR MORE INFO. I I �P. HIGH SKIMMER(TYP.). SEE DETAIL APPCALE:5/8" '16/S-1' FOR MORE INFO. COPING PLASTER TIGHT TO RING ANTI-VORTEX COVER I 10 POOL PLAN NOTE: SEE SHORELINE POOL SUBMITTAL FOR APPROX. SCALE: 1/4" = 1'-0" , ADDITIONAL INFORMATION. SKIMMER, DRAIN, LIGHTS,ETC. SHOWN FOR ILLUSTRATIVE PURPOSES SEE DETAIL'12 & 13' FOR ONLY ACTUAL LOCATIONS PER CONTRACTOR TYP. POOL WALL REINF. PROVIDE #3 TIE BAR AS SHOWN NPROVIDE ADD'L#3 y. ,. .> ... . , . ...,• HYDROSTATIC VALVE BENT BARS AS SHOWN 36'-0" MAX. LENGTH01 PROVIDE%4" 0 CONDUIT ; STRUCTURAL & �� (3 EA. WAY -6 TOTAL) 40 00 18'-0"MAX. WIDTH TO DECK BOX 12 MIN. CIVIL CONSULTANTS ABOVE WATER LEVEL °° DEEP END 15-0 ±MIN.. 6-0 MIN. COLLECTION TUBE 76 CARLISLE ROAD Jo TRANSITION SHALLOW END NEW POOL LIGHT 2" LINE VACUUM BREAKER TO 2nd MAIN DRAIN OR NOTE: STONE WESTFORD, MA (110V SOOW). SIDE SUCTION NOTE: DRAIN COVERS EQ. STEPS GROUND PER LIGHT PROVIDE ADD L#3 BENT SHALL BE VGB COMPLIANT TEL. (978) 256-4014, MANU. SPECS. BARS AS SHOWN(2 EACH AUTO-COVER WATER LEVEL WAY-4 TOTAL) ���INDRAIN D ETAI LVAULT ALE: N.T.S. $ ' POOL LIGHT DETAIL NOTES: MAX SLOPE 1 4 APPROX.SCALE: N.T.S. + 3 1. FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL FILE BY THE POOL INSTALLER. PROJECT RI -O MAX.ff 2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE SWIMMING POOL 9TH EDITION OF THE MASSACHUSETTS BUILDING CODE, CONC. WALL/FLOOR(TYP.). SEE DETAILS SECTION R326. "SHORELINE POOLS 12 & 13/S-1 FOR MORE INFO. 3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED ROCK PACK: PROVIDE 4" MIN. THICKNESS PROOFROLLED NONORGANIC AND NON-EXPANSIVE SOIL OF I/2" STONE @ FLOOR OF POOL (TYP.) WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND A MIN. 4"LAYER OF I%2" COMPACTED STONE. ALL WORK TO BE IN COMPLIANCE WITH THE AMERICAN CONCRETE DRISCOLL RESIDENCE 2'-0" 11%" COPING INSTITUTE ACI-318-14. Pool AUTO-COVER 33 HI ONA HILL ROAD POOL SECTION (BY OTHERS) 4. SKIMMER, MAIN DRAIN,POOL LIGHT &RELATED DETAILS CENTERVILLE, MA 11 @ POOL STRUCTURE TO BE DESIGNED BY OTHERS AS APPROX. SCALE: 1/4" = 1'-0" 3" REQ'D. 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ALTERED WITH THE FOLLOWING CAVEATS: COPING SKIMMER CAP SHALL BE FLUSH 411 O A.THE MAXIMUM LENGTH WILL BE 36'-0". WITH COPING&CONRETE SLAB 6x8 16" SKIMMER WEIR B. THE MAXIMUM WIDTH WILL BE 18'-0". C,THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. PROVIDE HEAVY DUTY _ D. THE DEPTH SHALL NOT EXCEED 8'-0"• SCALE:AS NOTED WATER LEVEL±3" SEE DETAIL '22 &23'FOR STAINLESS STEEL E. THE RADIUSES SHOWN FOR THE DEEP END AND TYP. POOL WALL REINF. �. DO NOT SCALE OFF DRAWING. SKIMMER BASKET BRACKET(BY OTHERS) SHALLOW END SHALL BE AS SHOWN BUT MAY BE INTERPOLATED TO DEPTH. F. THE PITCH FROM THE SHALLOW END TO THE DEEP END DATE: 04/20/2018 PROVIDE 2 #3 TIES 4" TOE HOLD. SEE PLAN #4 BENT BARS @ 6" O.C. SHALL NOT EXCEED THE PITCH SHOWN. DRAWING TITLE O FOR LOCATIONS. EA.WAY CENTERED AS SHOWN (TyP) 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE WITH THE 9TH EDITION OF THE MASSACHUSETTS POOL PLAN, BUILDING CODE, SECTION R326. LISTED IN THE 2015 INTERNATIONAL POOL AND SPA CODE ARE THE SECTIONS, g ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, %4" GRAVEL DRAINAGE INCLUDING BUT NOT LIMITED TO THE FOLLOWING. 2" QJ PVC PIPE BED/BACKFILL AG104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY AND DETAILS EQUALIZER OUT TO PUMP _ INSTALLED SPAS.AG103.1-ANSI/NSPI-5, STANDARD FOR (COMMERCIAL ONLY) PROVIDE ADD'L#3 10%z" 1'-2" 8" RESIDENTIAL IN-GROUND SWIMMING BENT BARS AS SHOWN POOLS.AG 106.1-ANSI/APSP-7, STANDARD FOR SUCTION J @ 6" O.C. F4.„ ENTRAPMENT AVOIDANCE IN SWIMMING POOLS,WADING POOLS, SPAS,HOT TUBS AND CATCH CONSTRUCTION DRAWINGS BASINS.AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTION.AG105.2,AG105.5-STM F 1346, AUTO COVER VAULT SECTION PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND DRAWING NUMBER SKIMMER SECTION 17 LABELING REQUIREMENTS FOR ALL COVERS FOR 16 — APPROX.SCALE:3/4" = 1'-011 '' SWIMMING POOLS, SPAS AND HOT TUBS.AG105.2-UL-2017, APPROX.SCALE: N.T.S. STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES 18091 -S- 1 AND SYSTEMS ,-A THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLY AND CONTINUOUS BOND BEAM ASSUMES THAT THE FOUNDATION/FOOTING @ BEARING SURFACE IS UNDISTURBED, OR TOP OF WALL w/(3)#4 BARS PROPERLY COMPACTED, NON-ORGANIC SOIL POOL DECK&CAP BY (TYP.) WITH A MINIMUM BEARING ALLOWABLE OF 3000 OTHERS (TYP.) PSF AND THAT ALL CONSTRUCTION WILL BE WATER SURFACE PERFORMED BY QUALIFIED CRAFTSMEN IN m a a ACCORDANCE WITH THE 9TH EDITION OF THE 361-0" MASSACHUSETTS BUILDING CODE. ALL EDGE OF GUNITE OP Of WALL BOLD BEBAR@ a `: ,;' ' ,`.:.: ',:?.` ; ^< DIMENSIONS AND ELEVATIONS ARE FOR DESIGN POOL FINISH PER AND REFERENCE PURPOSES ONLY AND SHOULD POOL DECK CAP BY (TYP.) wlfloo CONTRACTOR(TYP.) BE VERIFIED AND APPROVED BY THE OWNER 1. CONTRACTOR AND FRAMER. ON SITE OTHERS (TYP.) N VERIFICATION OF CONSTRUCTION IS LIKELY 11 POOL STAIRS. SEE SECTION WATER SURFACE �� REQUIRED. IT IS THE CONTRACTOR'S OR '11/S-1'FOR MORE INFO. 2 MIN. CLR. OWNER'S RESPONSIBILITY TO EMPLOY PHELAN :..:::- <_.-' .:` ENGINEERING TO PERFORM ON SITE POOL FINISt1 PER (TYP. -WATER SIDE) VERIFICATION IF REQUIRED OR DESIRED. IT IS CONTRACTOR (TYP.) Q ALSO THE OWNER'S OR CONTRACTOR'S - FREE-DRAIN RESPONSIBILITY TO ASSURE THAT TIMELY 2" MIN. CLR.. STRUCTURAL #3 @ 6" O.C. (VERT. AXIS) NOTIFICATION OF THE PROJECT PROGRESS IS iv 4n (TYP. -WATER SIDE) FILL (TYP.) PROVIDED SO THAT ADEQUATE ON SITE POOL WALL (TYP.) I 11 #3 @ 12" O.C. EACH WAY ENGINEER PRESENCE IS OBTAINED. LIABILITY IS n SEVERELY DIMINISHED IF ENGINEER ON SITE (TYP.) #3 12 O.C. HO Z RI . AXIS @ ( ) I I VERIFICATION IS NOT PERFORMED.IN ADDITION, . NOTHING IN THIS STATEMENT RELIEVES THE FREE-DRAINING 3" MIN. CLR. 0 4 CONTRACTOR OF HIS/IER RESPONSIBILITY I STRUCTURAL 4~ TYP. - SOIL SIDE �5 REGARDING THE PROVISIONS OF 780 CMR 107, I I I Irl2 FILL (TYP.) ( ) 3" MIN. CLR. c�ti�'� ,�a1H OF*S. (TYP. - SOIL SIDE) '`" �. O`er WILLIAM M. PHN w I I MAIN DRAIN. SEE DETAIL_ I PROPOSED POOL v o 0 0 10 MIN. GUNITE STRUCTURAL I'15/S-1'FOR MORE INFO. I I PROVIDE ROCK PACK. SEE SECTION 8" MIN. 'GUNITE' THICKNESS(TYP) N aER� 17 I I I I I/S-I FOR MORE INFO. T THICKNESS (TYP.) ,�. DESIGN&PLANNING I )MRx.laW WALL DETAIL ��o 0 0 0 o REVISIONS LIGHT (TYP.). SEE DETAIL'14/S-1'FOR MORE INFO. LOCATION PER I : -0" PROVIDE ROCK PACK. SEE SECTIONPOOL CONTRACTOR ( 12 � O DATE DESCRIPTION I I 1 1/S- I FOR MORE INFO. ( I I I 13 TYP. HIGH WALL DETAIL SKIMMER(TYP.). SEE DETAIL APPROX.SCALE: '16/S-P FOR MORE INFO. COPING PLASTER TIGHT TO RING ANTI-VORTEX COVER i POOL PLAN NOTE: SEE SHORELINE POOL SUBMITTAL FOR 1 O APPROX. SCALE: 1/4" = V-0" \ ADDITIONAL INFORMATION. SKIMMER,DRAIN, LIGHTS, ETC. SHOWN FOR ILLUSTRATIVE PURPOSES SEE DETAIL'12 & 13' FOR ' ONLY ACTUAL LOCATIONS PER CONTRACTOR TYP. POOL WALL REINF. PROVIDE#3 TIE BAR AS SHOWN PROVIDE ADD'L#3 " N HYDROSTATIC VALVE BENT BARS AS SHOWN 36'-0" MAX. LENGTH ol PROVIDE%4" O CONDUIT (3 EA. WAY- 6 TOTAL) STRUCTURAL & 18'-0" MAX.WIDTH -- -- TO DECK BOX 12" MIN. ABOVE WATER LEVEL CIVIL CONSULTANTS ,� COLLECTION TUBE z . . . rm . D>✓ rD -1s-o Mmr. 6-o MIN. - 76 CARLISLE ROAD 2" LINE VACUUM BREAKEI TRANSITION SHALLOW END NEW POOL LIGHT TO 2nd MAIN DRAIN OR %2" STONE WESTFORD, MA (11OV 50OW). PROVIDE ADD'L#3 BENT SIDE SUCTION NOTE: DRAIN COVERS TEL. (978) 256-4014 EQ. STEPS GROUND PER LIGHT BARS AS SHOWN 2 EACH SHALL BE VGB COMPLIANT MANU. SPECS. AUTO-COVER WAY -4 TOTAL) VAULT WATER LEVEL C MAIN DRAIN DETAIL 1 `� APPROX. SCALE: POOL LIGHT DETAIL NOTES: ' MAX SLOPE M 14 APPROX.SCALE: N.T.S. 3 . F '1OR ADDITIONAL POOL INFORMATION SEE POOL PROJECT h o SUBMITTAL FILE BY THE POOL INSTALLER. 4 R1'-0" MAX. 2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE SWIMMING POOL 9TH EDITION OF THE MASSACHUSETTS BUILDING CODE, SHORELINE POOLS CONC. WALL/FLOOR(TYP.). SEE DETAILS SECTION R326. '12 & 13/S-1'FOR MORE INFO. 3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED ROCK PACK: PROVIDE 4" MIN. THICKNESS PROOFROLLED NONORGANIC AND NON-EXPANSIVE SOIL OF 1 Z" STONE @FLOOR OF POOL (TYP.) WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND A MIN. 4" LAYER OF 1f2" COMPACTED STONE. ALL WORK TO BE IN COMPLIANCE WITH THE AMERICAN CONCRETE DRISCOLL RESIDENCE 7 n INSTITUTE ACI-318-14. 2-0 le 11/ COPING 33 HI ONA HILL ROAD POOL AUTO-COVER 4, SKIMMER,MAIN DRAIN, POOL LIGHT&RELATED DETAILS 11 POOL SECTION (BY OTHERS) @ POOL STRUCTURE TO BE DESIGNED BY OTHERS AS CENTERVILLE, MA APPROX. SCALE: 1J4" = 1'-0" 3„ REQ'D. 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE C O � ALTERED WITH THE FOLLOWING CAVEATS: COPING SKIMMER CAP SHALL BE FLUSH WITH COPING& CONRETE SLAB 4 A. THE MAXIMUM LENGTH WILL BE 36'-0". B. THE MAXIMUM WIDTH WILL BE 18'-0". 6x87/6' SKIMMER WEIR C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. PROVIDE HEAVY DUTY D. THE DEPTH SHALL NOT EXCEED 8'-0"• SCALE:AS NOTED " ° ° SEE DETAIL '22 &23'FOR STAINLESS STEEL E. THE RADIUSES SHOWN FOR THE DEEP END AND TYP. POOL WALL REINF. �. DO NOT SCALE OFF DRAWING WATER LEVEL±3 SKIMMER BASKET BRACKET (BY OTHERS) SHALLOW END SHALL BE AS SHOWN BUT MAY BE INTERPOLATED TO DEPTH. F. THE PITCH FROM THE SHALLOW END TO THE DEEP END DATE: 04/20/2018 4" TOE HOLD. SEE PLAN — #4 BENT BARS @ 6" O.C. SHALL NOT EXCEED THE PITCH SHOWN. DRAWING TITLE PROVIDE(2)#3 TIES FOR LOCATIONS. EA.WAY CENTERED AS SHOWN (TYP.) 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE WITH THE 9TH EDITION OF THE MASSACHUSETTS POOL PLAN g BUILDING CODE, SECTION R326. LISTED IN THE 2015 INTERNATIONAL POOL AND SPA CODE ARE THE SECTIONS,ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, 3/4" GRAVEL DRAINAGE INCLUDING BUT NOT LIMITED TO THE FOLLOWING.2" O PVC PIPE BED/BACKFILL AG104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY AND DETAILS S EQUALIZER OUT TO PUMP INSTALLED SPAS.AG103.1-ANSI/NSPI-5, STANDARD FOR (COMMERCIAL ONLY) PROVIDE ADD'L#3 10%2" I'_2" 8" RESIDENTIAL IN-GROUND SWIMMING BENT BARS AS SHOWN POOLS.AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION @ 6" O.C. F4" ENTRAPMENT AVOIDANCE IN SWIMMING POOLS,WADING POOLS, SPAS,HOT TUBS AND CATCH CONSTRUCTION DRAWINGS BASINS.AG103.3-ASCE/SEI-24,FLOOD RESISTANT DESIGN AND CONSTRUCTION.AG105.2,AG105.5-STM F 1346, DRAWING NUMBER AUTO COVER VAULT SECTION PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND SKIMMER SECTION 17 � — - LABELING REQUIREMENTS FOR ALL COVERS FOR 16 APPROX.SCALE: 3/4 — 1 0 SWIMMING POOLS, SPAS AND HOT TUBS.AG105.2-UL-2017, 18091 -S- 1 APPROX.SCALE: N.T.S. STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS '