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0055 BAY LANE
\ a c � r � o � o v , 0 « d « c u o i @ o f e 0 4? TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION 00 Map Parcel . Application # Health twisi& qsqo k Date Issued .. Conservation Division Application F e Planning Dept: Permit Fee' S- Date Definitive Plan Approved by Planning Board oFc �lfil09 Historic - OKH Preservation/Hyannis Project Street Address 9AY L Nam. Village C_�GAJ Owner CoQA4C, e p'l Ler ', Address Telephone 50%� — -7 7 l- a&a q Permit Request 'O t%J b:P7 Square feet: 1 st floor: existing proposed :2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay roject Valuation Construction Type Lot Size 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 ❑ No On Old King's Highway: ❑Yes O40 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No ' Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ `i P `' Commercial ❑Yes ❑ No If yes, site plan review # -' Current Use Proposed Use a ' APPLICANT INFORMATION 0 (BUILDER OR HOMEOWNER) rn Name o� � '• �-"1� Telephone Number _�M'q32-- 3 q 45�_ Address ZOO— QgPi;iv A-P'^1-1e:_ Y2 License # Ac2J'ct'.I-�� H4 02(q Home Improvement Contractor# ]In 1 ,240 Worker's Compensation # ALL CONSTRUCTION DEBRIS R ULTING FROM THIS PROJECT WILL BE TAKEN TO � �C CD SIGNATURE ' / ' DATE k'v ®7 Y FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED n. MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ` FRAME ooL COLL 9- INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING tZ DATE CLOSED OUT ASSOCIATION PLAN NO.. f The Comrnonweultrs of Massachusetts Department of lit dzistrialAccidents Office of investigations 600 Washineon Street .Boston, MA 02111 �� www.m ass.gav/dia Workers' Compensation Ingarance Affidavit: BuLlders/Contractors/Electricians/Plumbers A Licant Information J ` Please Print Le 'bl Name (Business/Orkanization/Indlvidual): Adclress: p is ✓��'q'� City/State/Zip:' 41?"L Mir 0a�/�Phone.#: 6VT'432,- 3qQ 5 Arse yo an employer? Check the appropriate box: Type of project(required): 1.F% am a employer with�_ 4. 01 am a general contractor and 1 6. ❑New construction . employees (full and/or part time).* have hued the sub-contractors listed on the attached sheet 7. ❑Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have g, �Demolition employees and have workers' working forme in any capacity. $ 9. ❑Building addition [No workers' comp.insurance comp. insurance. 5. [� We are a corporation and its 10.❑-Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work- officers have exercised their I LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per 1v1GL 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other�,,� t��d comp,insurance required.] *Any applicant that chocks box#1 must also.fitl out the unction below showing tbcir workers' compensation policy information. t Homeownem who submit this affidavit indicating tbcy arc doing all work and then hire outside contractors must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name actors of the sub-contr and state whether or not those entitirs have employees. If the sub-contractors have employees,they must pro-vidb their workers'comp.policy number. I am an employer that 1sproviding workers'compensdLon insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy# or Self ins.Lic. L.)to L/ S Expiration Date: Job Site Address: 67 L W C City/State/Zip; Aitach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to sccure coverage.as required under Section 25A of MGL c. 152 can lead to-the imposition of rrimirial penalties of a fmc rip 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 'olator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the b 'LA for cc era e veri_fication. I do hereby certify and t e s en 'es of perjury that the information provided above is true nd correct. . Si afore: ` Date: Phone# �GS3 Z Official use only. Do not write in this area, to be completed by city or town official City or Town: Pern it/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#: i information and 111stru.ctio' ns Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees: Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or morn of the forcgoing.rngaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees, However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do rnaintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL ohaptcr 152,.§25C(7) states 'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence, of compl znce with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractors)name(s), address(cs) and phone numbcr(s) along with their certi5catc(s)°f insurance. Limited Liability Companics'(LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance• If an LLC or Lam' does have employees, a policy is required B e advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be retarrmed to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should.you have any questions regarding the law or if you arc required to obtain a workers' compensation policy,please call the Department at the nurrtbcr listed below. Self-insured companies should entcr their self-asuranGo license number on the appropriatc line. City or Towp Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Of-co cf Investigations has to contact you regarding the applicant: Please be sure to fll in the permit/liccusc number which will be used as a reference number. In addition, an applicant that must submit multiple permut/licemse applications in any given year,need only submit omp affidavit indicating cure nt policy information(if pecessary) and under"Job Site Address" Lhe applicant should write"all Iocations in_(City or town)."A cbpy of the affidavit that has been off ciallystamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A now affidavit must be Mod out each year.Where a home owner or citizen is obtaining a liccm c or permit not related to any business or commercial venture (Le. a dog license or-permit to bum loaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to than you in advance for your cooperation and should you have any questions, please do not hesitate to give us a calL The Department's address, tclephone•and fax number: Thrt Com.monw-,4th of M ssaahus M Depadmtmt of Industci&l Accidents Offxcc of Luyestigatims 600 Washington Street B obtan, MA 02111 D,-L # 617-727-49-0.0 ext 406 or 1-877-IvMASSAFE Fax# 617-727-7749 Revised 11-22-06 www.nna-�S.,govjdia I �oF sH6r� Town of Barnstable ~` Regulatory Services R A rA1B3 Thomas F. Geiler, Director Apr Dµp'A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 P ope.rty Owner Must Complete and Sign This Section If Using A BuiZde 1, �"� , as Owner of the subject property �S C.� 5 o act on my behalf, hereby authorize e . in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner Date Print Narne If Property Ovmer is applying for permit please complete the Homeowners License Exemption ForM on the reverse side. Town of Barnstable A)Regulatory ServicesI BARAISTAH["E, Thomas F. Geiler,Director 1 : .' MASS. $ Building Division 167 J preo �A Tom Perry,Building Commissioner `�D � 200 Main Street, Hyannis., MA.02601 r vt,wtv.town.barnstable.ma.us Fax: 508-790-6230 Office. 508-862-4038 HOMEOWNER LICENSE EXEMPVON Please Print DATE: J01 LOCATION: village number street "HOMEOWNER": home phone# work phone# name CURRETIT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended =o 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. DEI7NI'rION -JB FIOA4EOWNER .. 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 fox all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner".assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules.and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements• Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. ROMEO"ER'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 1 o9.1..1-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for-hirc to do such work, that such Homeowner shall act as supervisor." Many homeowners who use this exemption arc unaware that they are assuming the responsibilities or supervisor(sec Appendix Rules&'Regulations for Licensing Construction Supervisors;Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowncrhires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would,ith a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsi:)le. 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 hdshe understands the responsibilities cf a Supervisor..on the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a formic, iication for use in your community. DW D D O ��",�— . � VAZL'J l'�d'�.1T+�p L91�7S7 O / O 1 •�• ' O O O JI 44 t 5 n E , -High-tech features. Pumps . ` : 1 U n aralleled filtration . Filters p Hayward Pro-Grid uses superior filter performance to achieve Heaters l - remarkable water clarity, efficient flow and large cleaning capacity for pools of all types and sizes. Pro-Grid filter tanks are constructed of a durable glass-reinforced copolymer, for Heat Pumps t the ultimate in strength, durability and long life. / Featuring "service ease" assembly, Pro-Grid delivers low Cleaners maintenance and dependable operation. Pro-Grid filters are also available with the optional SP0740DE Selecta-Flo'control Lighting valve, the specially designed filter control valve for D.E. filters. Choose quality results and maximum value with Pro-Grid filters by Hayward the first choice of pool professionals. Controls Electronic Chlorine Generators Total System Combination Pressure and Cleaning-Cycle-Indicator Gauge gives visual indication.when cartridge filter elements need cleaning. Manual Air Relief provides an easy way to manually purge air from filter. Screenless Internal Air Relief continuously vents and el-minates clogging. Improved High-Strength FilterTank molded from new and stronger durable glass reinforced copolymer material for dependable, corrosion-free performance. High-Impact Grid Elements designed for up-flow filtraticn and top-down backwashing for maximum efficiency. Self-Aligned Tank Top and Bottom make access to servicing grid elements f C i fast and simple. Heavy Duty,Tamper Proof One Piece Clamp securely fastens tank top and--] bottom together and allows quick access to all internal components without disturbing pioing or connections. _ Marked Short Element and Manifold provide clear guidelines for re-assembly " P g y of grid elements during cleaning. Inlet Diffuser ElbOW distributes flow of incoming water evenly to all filter elements. Noryl° Bulkhead Fittings for extra strength and heat resistance. - - Full-Size 11/2" Integral Drain provides fast,100%clean-out and easier flushing. (` } Union LOcknuts make disassembly/reassembly of filter from piping fast,and easy. I Plumbing Versatility means a wide variety of valve options for customized control of your filtration system, including Hayward's 2'; 2-position slide valve. Valve Options � uW. ..� 1,01 FILTERTYPE Vertical Grid Diatomite:24,36,48,60,72 ft.2(2.2,3.3,4.4,5.5,6.6 m2) F � FILTERTANK Injection-molded ' FILTER ELEMENTS Monofilament polypropylene cover fitted over 8 curved, I high-impact grids 11/2"or 2",7-position Vari-Flo",2",4-position Selecta-Flo, f CONTROL VALVE 2",2-position slide valve. May also be plumbed singularly or in series with quick-connect union couplings. PERFORMANCE RANGE 1/2 to 3 HP(36 to 150 GPM) - DE2420—23"W x 321/2"H (58 cm x 83 cm) DE3620—23"W x 341/2"H (58 cm x 88 cm) 4-or 7-Position Multiport Valve DIMENSIONS DE4820—23"W x 401/2"H(58 cm x 103 cm) DE6020—23"W x 461/2"H(58 cm x 118 cm) DE7220—23"W x 521/2"H(58 cm x 133 cm) + ► a4 ; . �f � EFFECTIVE DESIGN TURNOVER r MODEL FILTRATION AREA FLOW RATE* GALLONS KILOLITERS NUMBER _ DE2420 24 2.2 48 182 23,040 28,800 87 109 DE3620 36 3.3 72 272 34,560 43,200 131 164 DE4820 48 4.4 96 363 46,080 57,600 174 218 DE6020 60 5.5 120 454 57,600 72,000 218 273 DE7220 72 6.6 144 545 69,120 86,400 261 327 2-Position Slide Valve *Determined by pump size and piping system hydraulics;2"piping is recommended for flow rates equal Re or greater than 90 GPM(341 LPM).Hayward doesn't recommend flow rates above 150 GPM. " www.haywardnet.com N$f HAYWAR®Pool Products Hayward and Noryl are registered trademarks and Poo-Grid,Selecta-Flo and Vari-Flo p p p are trademarks of H-tech,Inc.©2007 Hayward Industries,Inc. 1-888-HAYWARD One source.. Every pooh. LITPG07 JUL-14-2009 08: 15 From:MARK SYLVIR INS 5084209227 To:508 432 0110 P.2/2 ACORLD,M CERTIFICATE aF LIABILITY INSURANCE 07/,/2ooe PRODUCER Serial# 103818 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOr AMEND, EXTEND OR 771 MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, OSTERVILLE, MA 02655 TEL 508-428.0440 FAX SM-420-6227 INSURERS AFFORDING COVERAGE NAICO ilNauREp INSURER A: COLONY INSURANCE COMPANY SHORELINE POOLS, INC INSURER B FARM FAMILY CASUALTY INSURANCE 5 HALLMARK LANE INSURER C: HARWICH, MA 02645 INSURM D: INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICAT00 NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH ReSPCCY YO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN Is SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIOS,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPE OR IN6URAN06 POLICY NUMB@R f T P X T N LIMITS OfINdRA1.LIA15141TY EACH OCCURRENCO 6 . 1,000,000 A k COMMERCIAL 0rNaRAL uAQiLITY GL 3504848 02/08/2009 02/08/2010 100,000 .CLAIM$MADE QX OCCUR MIAD r;XP(Any edb ereee 5,000 PrRA NAL A ADV INJURY S 11,000000 GONPRAL AOGRE13ATO S 2 000 000 d@ML AosR G TL LIMIT APPLIP$PPR PRODUCTS-COMPfOP AGO 6 2,000,000 k. P . POLICYLOC AUTOMOSILS LIABILITY COMBINED&NO0 LIMIT ANY AUTO IRS SoOdent) $_ ALL OWNRD AUTOS BODILY INJURY SCHEDULMD AUTOS (Par pabntl) § HlRfsq AUTM BODILY INJURY NON•OWNIrDAUTOG (Porooddeml) S (POP den9AMAGE s 0ARA08 LIABluTY AUTO ONLY-CA ACCIDENT 6 ANY AUTO OTHER THAN FA ACC 6 AUTO ONLY ADO 6 EXCOSSIUMBRELLA LIASI41YY . EACH OCCURRENCE $ OCCUR ED CLAIMS MADC AGGREGATE $ 6 DEDUCTIBLE s RL—KnON 6 6 WORKLR'S COMPENSATION AND 2001 WS,435 02/10/2009 02/10/2010 X ° 1IMPLOYRRO'LIABILITY ANY PROPRIMRIPARTNERMvCUTIVL° RL FACH ACCIDENT 6 1 000 000 QPFICGNfMEMBER-F_XCWDED7 F.L DIBRA@F:-6A EMPLOYMI! 6 1 000 000 s i`AL PROVISIONS holow FL DISMASE-POLICY LIMIT 111. 1,000,000 OTHOR. . .. DCBCRIPTION UP oPrRATION4140CATlON3rVSHICLCS/"CLUMON6 ADDED MY ENDOR6GMENTI8PEOIAL PROVISIONS SWIMMING POOLS •CONTRACTORS CERTIFICATE MOLDER CANCELLATION SHOULD ANY OF T119 ABOVE P SCRIA6A POL10f:,9$e CANCal,460©EFORE THE EXPIRATIQN TOWN OF BARNSI"A6LE 1 DATE THEREOF,TH 4 ISSUING INSURER WILL L'NOC'AVOR TO MAIL�DAYB WRITTEN TO TO SOUTH STREET NOTIOE TO THe CCRTIP[rATC HO40OR NAMED TH0 LGPT,GUT FAILURa TO 0O$O 8HA44 230 HYANNIS, MA 02601 WAR LIGATION OR LIABILITY OF Y KIND I]INSURER,IT$AMOUNT$OR FAX 508-432,0110 00S RRPRrsEN TIv J.AuTHORIxE RE T 7 ACORD 26(2001108) C ACOR0 C PORATION 1BOO q�mn�°iuu . a or registration v.ItJ for in ividul use only Board of Building Regulat,ons and Standards 6%fore the expiration dat4':lif found t furn to: HOME IMPROVEMENT CONTRACTOR Board of Building Regul aions andrtandards Registration 161240 bne Ashburton Place Rnr 1301 Exp,ration 10R/2010 Tr# 276053 9 Boston,Ma.02108 Pkity\ate Corporation 27 I: s: SHORELINE POOL'S INC.x� CHRISTIAN pITT`RICH f ---- - ---- ru - — 5 HALLMARK LANE >. N val id , i signature - s : " E.HARWICH,MA 02645 — WALL PANEL AND BRACE CALCULATIONS FOR 5" WIDE FLANGE, 42" HIGH STEEL WALL PANEL (Pages 1-13) Prepared for: INTERNATIONAL SWIMMING POOLS, INC. 14C VANDYKE AVENUE NEW BRUNSWICK, NJ 08901 Prepared By: SCHAFER ENGINEERING ASSOCIATES 1885 State Street - Schenectady, New York 12304 Phone: (518) 393-4767 Fax: (518) 393-3510 Void llw� �� sign ture rai sal and color watermark. Not for she in Ma r pplications. Issue No.29-6304 Expjration Date: Onl For Installation Address:D.Coyle,55 Bay LAne,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 4 foot panel is sandwiched between two 8 foot panels. b.) The concrete pour at the base of the wall (i.e., bond beam) provides 6 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the.last page`for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of dry soil) 105 lb/ft' W. (unit weight of saturated soil) 135 lb/ft' 0 (soils interior angle of friction) 30 degrees Ka (lateral active soil coefficient) = tan (45-0/2) 0.333 yd (equivalent active unit weight of dry soil) = Ka Wd 35 Ib/ft3 Y. (equivalent active unit weight of saturated soil) = K.W. 45 Ib/ft3 yW (unit weight of water) 62.4 Ib/ft3 µ (friction factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels E (modulus of elasticity) 29,000 k/in2 Fy (minimum yield stress of cold-formed steel) 40,000 Ib/in2 Fb (allowable bending stress of cold-formed steel) 23,952 Ib/in2 Fb,plate (allowable bending stress,of cold-formed plate steel) 30,000 Ib/in2 Ft (allowable tensile stress of cold-formed,steel) 23,952 Win tp (thickness of panel, stiffener, and channel steel) 0.0750 in h (height of panel) 3.5 ft h,. (depth of water) 3.0 ft heff (effective height of panel) 3.0 ft b4 (maximum unstiffened 4 foot panel width) 4.0 ft b6 (maximum unstiffened 8 foot panel width) 4.0 ft R (maximum radius of panel) 30 ft Ls (effective height/length of stiffener = heff) 3.0 ft d (nominal depth of stiffener) 5.0 in L (maximum brace spacing) 10.0 ft Se,. (section modulus of iffener) 0.6128 in bs (maximum�unsupport d length between stiffeners) 12.0. ft Sex (section'inodulu_ f ull4 1) 0.6817 in 3 A1d Schafer Engineering Associates I�ioj,tsignat r se s a n color watermark. NUt to�us� in Maste e�i plications. issue No.29-6304 1of 13 Expiration Date: + 1 nl 1 or Installation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. . 5" Wide Flange, 42" High Steel Wall Panel A307 Steel Bolts Ft (tensile stress of the bolt) 20,000 Ib/in2 F,, (shear stress of the bolt) 10,000 Ib/in2 s (bolt spacing) 6 in db (bolt diameter) 0.3750 in Concrete Bond Beam F', (compressive strength of concrete) 2,500 lb/in2 to (thickness of base pour) 6 in wc (width of base pour) 2.5 ft yC (unit weight of concrete) 145 lb/ft3 am (moment arm) See Calculations Angled Braces/Rods Fy (minimum yield stress of steel) 36,000 lb/in? Fa (allowable axial stress) 1 9th Ed.,ASD pp. 3-16 ra (radius of gyration of angle) From Spreadsheet A. (area of angle) From Spreadsheet La (maximum length of angle) 44 in L (maximum length of rod) 18 in dr (rod diameter) 0.500 in rr (radius of gyration of rod) 0.125 in k (effective length factor) 1.0 Analyses: 1. General Panel Configuration -- - - - 11: 4'-0" PANEL 9'-0" PANEL EO. EO. EO. 10'—O" PANEL � I 5'—O" PANEL 6'—O"PANEL 7'-0" PANEL O. E.O. 8'—O" PANEL 5. 5'/3.5'ce WALL PANEL � Schafer Engineering Associates -;Tot o signature raised ea a d r watermark. 9 2of13 ;of fo ') a in Master rmi Ap li ns. Issue No.29-6304 Ex iration Date: 6/30/ 11y r.installation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 I / INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange_, 42" High Steel Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) ; A. Dry Backfill, Pool Full r Pd PW s� Total lateral dr'y soil load Pd = Yd x h2 35 x 3.5 ? 2 2 214.38 Ib/ft Total lateral water load PW = YW x hW2 = 62.4 x 3.0 2 [ ] 2 2 = 280.80 lb/ft Total lateral load per unit length [P] Pw- Pd 280.80 — 214.38 = 66.43 ib/ft 66.43 Approximate distributed panel load [Pnet] = h = = 18.98 ib/ft2 3.5 B. Saturated Backfill, Pool Full PS P 3 W Total lateral saturated soil load P5 YS x h2 _ 45 x 3.5 2 Total lateral load per unit length [P] PW - Ps = 280.80 275.6 = 5.18 Ib/ft Approximate distributed panel o c [Pt] h = 5.18 = 1.48 1b/ft2 3.5 Voi wit out-si nature,raise ea n to watermark. Schafer Engineering Associates �hh 9 N'ot fo�u(se in Master Permit li Issue No.29-6304 3 of 13 .Expi 6/30/10 1 Install"ation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel C. Dry Backfill, Pool Empty (See Material/Installation Assumptions) '�!Vx� Pd Total lateral dry soil load [Pd] = 214.38 lb/ft 214.38 Approximate distributed panel load [Pnwt] = hd = 3 5 = 61.25 lb/ft2 3. Flat Plate Analysis: (4'-0" panel length governs as maximum spacing between vertical stiffeners occurs with this panel. See Calculation Assumption b.) Largest unsupported panel area: 3.0 ft x. 4.0 ft Modify lateral soil load to determine actual load acting on panel parts by taking concrete bond beam into account. (Load Condition 2c governs and assumes overturning/sliding analysis requirements are met.) yd x heff2 35 x 3.0 2 P' = 2 157.50 lb/ft 2 . 157.50 Approximate distributed panel toad [P'net] P = 3 0 ` 52.50 lb/ft heft 2 2 Actual bendin stress fb _ P'netheff2b42 = 52.50 x 3.0 x 4.0 g [ ] 2tP (hw, +b4 ) 2 x 0.0750 x ( 3.02+ 4.02) [fb] = 26,880.00 Ib/in2 F.O.S. = Fb _ 30,000 = 1.12 > 1.0 OK fb 26,880.00 4 Schafer Engineering Associates )AUTil-signature,e %ise se I n color watermark:. 4 of 13 Nohf r in Master Pe it p' tions. Issue No.29-6304 Ex iration Da e: 6/30/ or stallation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load [P'net ] from Section 3 applies.) P net R Actual Tensile Stress [ft] = tP AR OOL SIDE 52.50 x 30 x (�/12) ft = 1,750.00 Wine 0.0750 Ft 23,952.10 F.O.S. = ft 1,750.00 13.69 > 1.0 OK 5. Bending along Vertical Axis at Vertical Stiffener:(See.Calculation Assumption a.) '8' WIDE PANEL 8'-0" FLANGE u - tp=0.075" VERTICLE 'Z' WEB ORIENTATION FLANGE=1" 8'-0" IT Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Maximum bending moment[Ms] = 9PL ( b. + 2a ) 2 x 157.50 x 3.0 12.0 4.0 M5 = 9 ( 2 + 2 ) = 484.97 ft-ib S - - Actual bending stress [fb] M 484.97 x �12 Se,s = 9,496.88 Wine 0.6128 Fb 23,952 fb 9,496.88 ` ` ,, .k2Q - Schafer Engineering Associates vNtl iwapt signature,raised al d Nor atermark. 5 of 13 Not1foI iisi in Master Permit li ns Issue No.2976304 Expiration Date: 6/30/10 r.nstall tion Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. 5 Wide Flange, 42 High Steel Wall Panel 6. Bending in the Top Channel: (10'-0" panel length governs as maximum spacing between braces occurs with this panel.) Pt°P Pt FLANGE FLANGE=1.25" WEB PO bot II Q P/3 CHANNEL X—SECTION BRACE 10 O BRACE _ POINT POINT PLAN Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) 157.50 Load along the channel [Pt°P] P = = 52.50 ib/ff -3 3 Maximum bending = P`°PL°2 52.50 x 10.0 2 moment (M°] 8 -. 8 = 656.25 ft-lb M° - 656.25 x 12 • fb 11,552.00 Win Se.° 0.682 F.O.S. = Fb = 23,952 = 2.07 > 1.0 OK fb 11,552.00 B ` Schafer Engineering Associates Void w thout signature,rai d eal an ;10 ate ark: 6 of 13. Iotlforu�e in Mas r Perm A p i t. sue N .:29=6304 -xpiraiion-- te: 6 0/1 r Inson Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 . INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 7. Overturning Analysis: (Moments taken about point A with concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) { P b s Pd � a � 1 U W P CD am, _ (Wa/2)+ d f L Mresist = Mback + Mconc = Pb am, + Pc am, = Wd heftwe am1 + yctcwe am, = 105 x. 3.0 x 2.5 x 1.67 + 145 x 0.5 x 2.5 x 1.67 1,614.58 ft-lb 2 E MOT = Msoii = Pd am2 = Yd 2 h am2 2 35 x 3.5 3.5. = x 2 3 250.10 ft-lb E Mresist 1,614. 8 . F.O.S. _ _ 6.46 > 1.5 OK E MOT 250.1 { 1 Schafer Engineering Associates Void witf1ou�t-signatu ,r e eal and color watermark. 7 of 13 Not`foltd e!n Mas I lications. Issue.No.29-6304 Expiratipn Date: / Only or Installation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 8. Sliding Analysis: (Concrete bond beam in place., Calculated per unit foot of wall. Load Condition 2c governs.) P b Pd. WC PC (Pb + PC )u f E Presist = µ(Pb + P.) = µ(Wd he>fw. + Yc t w.) = 0.45 x ( 105 x 3.0 x 2.5 + 145 x 0.5 x 2.5 ) 435.94 h2 E Psliding = Pd = 2 35 x 3.5 2 _ 2 214.38 n E Presist 435.94 F.O.S. _ _ = 2.03 > 1.5 OK E Psliding 2154.38 p b Schafer Engineering Associates Void witho t signature,raised se I d color a ermark. 8 of 13 Not,fo usle in Master Pe: it pl io�is. Issue No.29-6304 -xpiration.Date: 6/30/10 On F Installation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. 5"'Wide Flange, 42" High Steel Wall Panel 9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and i 10'-0" panel length.for maximum brace spacing.) P B P. co L- 2" NGLE x 44" GALVANIZED ANGLE e P B LATERAL LOAD DIAGRAM ADJUSTABLE and STATIONARY AFRAME ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) Max force at brace level P, = F 66.43 [ ] 3 Lc = 3 10.0= 221.42 lb 221.42 Axial Compression Force [Pax] = P' = P' = 464.03 lb cos 0 cos ( 61.5 0.4772 Actual axial stress fa = _ `464.03 [ ] Pa"° = 1,578.34 Win Aa 0.294 k La 1.0 x 44 _ = 109.73 Cc = 126.1 Fa 11.709 ra 0.401 F.O.S. = Fa = 11.709 = 7.42 > 1.0 OK . fa 1.5783 i Schafer Engineering Associates V9,1wiosignature, al and colorwatermark. 9 of 13 Not`for us�.ii Master Pe i A•plications. Issue'No.29 6304 Exp cati5L4 Qom: 6/30/10 Only�For Installation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 a ROCKCLIFFE RECREATIONAL PRODUCTS, INC Millenium Wall Panel Section Properties of Angle Brace --VERTICAL LEG b d Iy i4 C b= 0.075 1 = 0.0500 s C= 1.000 A= 0.150 d = 2.000 -- HORIZONTAL LEG —b—> h C b= 1.9250 1 = 0.0001 h = 0.0750 StoP= 0.0018 C= 1.9625 Sbot= 0.0018 A= 0.1444 - PROPERTIES TOTAL SECTION Ctotal 1.4721.. Itotal = 0.1182 Atotal = 0.2944 rxx _ .0.6337 k = -0.07081 I7z = ...0.047412 ru = 0.401324 o�dii �hout signature, aised s- I ri r watermark. 1 Schafer Engineering Associates Nod or1aster P it pp do s. Issue No.29 6304 Ezpiratlori1;Date: .6/30 n r tallation Address: D.Coyle,55 Bay lAne,Osteville,MA 02655 10 of 13 i INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P'] from Section 3 applies.) 131 157.50 Max force at brace [Pi] = 3 3 LC = 10.0 = 525.00 lb 3 . Axial Tension Force [Pa.] = P' = P, = 525.00 = 1100.26 lb cos 0 cos (61.5) 0.4772 Actual axial stress [fa] _ p� 1100.26 = 3,737.31 wine Aa 0.2944, 21.600 F.O.S. = f a = = 5.78 > 1.0 OK a 3.7373 Schafer Engineering Associates Vo Ignat re,rais s lor watermark. 11 of 13 G 1IIV. Not fort stein Ma e Pe it li tions. Issue No.29-6304 E iration Date: 6/3 10 For Installation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in place and 10'-0" panel length for maximum brace spacing.) A.) Compression Analysis: (Load Condition 2a governs.) Paxc 464.03 Actual axial stress [fa] _ = 2,363.29 Wine TURNBUCKLE A, 0.1963 T TURNBUCKLE- 8" A307 THREADED ROD k Lr 1 x 18 ° _ = 144 Cc = 126.1 rr 0.125 Fa = 7.20 7.20 TURNBUCKLE and THREADED ROD F.O.S. = f a = 3.05 > 1.0 OK AFRAME ASSEMBLY 2.3633 B.) Tension Analysis,(Load Condition 2c governs and modified lateral load [P'] from Section 3 applies.) p� 1100.26 Actual axial tensile stress [ft] _ _ = 5,603.59 Ib/in2 A, 0.1963 F.O.S. _ Ft _ 21.6 3.85 > 1.0 OK ft 5.6036 11. Steel Bolt Analysis: A.) Check Bolt Shear: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies. Refer to section 9b of brace analysis.) Actual bolt shear stress = Pay = 1100.26 If,] Ab = 9,961.94 Ib/in2. 0.1104 F.O.S. = ,, = 10,000 = 1.00 > 1.0 OK 9,961.94 B.) Check Bolt Tension Stress: (Load Condition 2c governs and modified lateral distributed panel load [P'net] from Section 3 applies. Refer to Section 4 of radial panel analysis.) Maximum tensile force [T] = P'net'R = 52.50 x 30 = 1575.00 Win of panel depth (1 Actual bolt tensile stress [ft] = T S = 1575.00 x 6 x /12) = 7,130.14 lb b 0.1104 F.O.S. = Ft 20,000 = = 0 > 1.0 OK ft 7,130.1 _i Schafer Engineering Associates Sid '1-t`o�,ut signature,ra0'rwatI ermark. 12 of 13 Not foil l Iyuir Master Peissue No:2"304 ExpiraLor>Mte: 6/30/10ation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel Material/Installation Assumptions 1. Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calculations were provided by International Swimming Pools, Inc. These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved distributors/contractors. 2. Soil pressures used in these calculations constitute those soils which are in their active state and have a maximum equivalent fluid pressure equal to 35 #/ft3 under non-saturated conditions and 45 #/ft3 under saturated conditions. See definition of parameters section for more soil type assumptions used.in these calculations. These calculations do not consider the existence of expansive or adobe-type soils, high groundwater table conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a local Geotechnical (Soils)Engineer for additional quidance and direction prior to pool installation. 3. Wall panel backfill materials shall consist of clean. porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12"thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in Item 2 above. Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. •Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty, these pool panels should not be considered capable of independently withstanding either the pool waters lateral forces or the lateral soil forces (from behind the pool panels). 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact International Swimming Pools, Inc. or its agent immediately for instructions. Temporary shoring of the pool panels is highly recommended 5. These structural calculations shall be considered void if not complete (pages 1 = 13)and do not contain a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool copings at a rate of not less than 1/4" per foot. 8. Concrete bond beam dimensions shall be 6''x 2'-6"minimum. 9. These calculations are in compliance with the following state and national codes: 1. 2000 Nationally accepted International Building Code(IBC) 2. 1999 Building Officials&Code Administrators(BOCA) 3. 1999 Standard Building Code(SB ) 4. 1997 Uniform Building Code (UBC 10. Refer to the Pool Manufactur' 's st tibn'?Manual for additional restrictions, requirements, guidelines, and recommendations. ! Voi tro t-signature,r i ed ea nd for watermark. Il Schafer Engineering Associates Not fo use in Master P r 't cabns.' Issue No.29-6304 13 of 13 Ex irat ion__Date: 6/30/ For Installation Address:D.Coyle,55 Bay Lane,Osterville,MA 02655 '24- --23-. _---22- ..s_- - 4124b- — — ——— -Q1 -- - .. -- ----------20— 1 10' i --- +14'4' i_15' �— - - -14 - - _ -\-�1�75\ i I � ^14�. \ \' +11 1 \V k2l'I s i. 13'6' 14'4"+15.p. - 135. .. _ _ . FloorEI—156 I siding-151 - Tli 5.=161 1 - ,Top f d 441' - Bottom f g tt 25'1" _ ,Top of gutter-2$8 r I DIVING BOARD SPECIFICATIONS MAX. LENGTH DIVING BOARD B' JUMP BOARD 6' 40' 2'-9' TIP OF DIVING BOARD T7 6'VATERLINE q• 6' MINIMUM 6' � 8'OEEP VATER DEPTH SLOPEI TYPE II 4'-0' 8 20, ' 12' 4' DEEP END SLOPE A-FRAME DETAIL DECK SUPPORT DETAIL SWer 6 e-rein 4' OirC2 PMIEL ' Pt✓HEL R6'TYPICAL oe MANDATORY ROPE AND (4) PLACES Lucw�cE FLOAT 12 INCHES FROM sr•,cE SLOPE CHANGE werzona wKc ,arz� �rtrrTn�ee,�un t✓E r•srErcn ro rar FINISHED PANEL NOTES, ruLc'V To EASE P—1.resreuen FINISHED DEPTH 3'-4'. 3'-6'HEIGHT DEPTH 1) THIS IS A TYPE II POOL. DEPTH AND SHAPE OF POOL B' MEETS MINIMUM STANDARDS OF THE INTERNATIONAL RESIDENTIAL CODE 2000 AG1031 (ANSI/NSPI-5 1995) AND BOCA 1996 FOR RESIDENTIAL USE WITH DIVING BOARD. 2) ALL A-FRAME BRACES WILL BE MOUNDED WITH LI�O ESSAND A MINIMUM OF (1) CUBIC FOOT OF CONCRETE, OR A RMICULITE 6'' POURED CONTINUOUS CONCRETE PERIMETER COLLAR. 4' e14' 14' 3) MAXIMUM DIVING BOARD LENGTH IS 8 FEET. 4) 'NO DIVING' LABELS MUST BE INSTALLED AROUND SHALLOW END OF POOL. WARNING! SWIMMING POOLS ARE DANGEROUS WHEN USED IMPROPERLY. I N T E R P❑❑ CONSULT YOUR DEALER FOR SAFETY INFORMATION ON THE AREA, 800 SO. FT. SAFE USE OF SWIMMING POOLS, IT IS THE RESPONSIBILITY PERIMETER, 120FT. 20' X 40' RECTANGLE WITH 6' RADIUS OF TOWN OFFICIALS, BUILDERS AND HOMEOWNERS TO FOLLOW VOLUME, 30,500 GALS ALL SAFETY RECOMMENDATIONS OF N.S.P.I., ALL LOCAL CORNERS&.8' FIBERGLASS STEP ORDINANCES AND EQUIPMENT MANUFACTURERS, GATE, 02/03/03 SCALE,NONE DRAWN BY, T.F. ACADREF�SDRT2040 ti 90VF 90VF 90SCF 90SCF 8' 8' e' 8' 8' PANEL BILL OF MATERIALS 8' 6' OTY DESCRIPTION 1 4' STRAIGHT PANEL 2 6' STRAIGHT PANEL 4' 8' STEP 12 8' STRAIGHT PANEL 4 90 DEGREE VERTICAL FILLER (90VF) 4 6'(INCH) RADIUS FILLER (90SCF) 6' 6' .1 8' STRAIGHT FIBERGLASS STEP ■ r ■ 3K SUPPLIED BY DEALER 90VF 8' B' 8' 8' 8' 90SCF 90VF 90SCF STRUCTURAL P.E.REVIEW SEAL VOID WITHOUT SIGNATURE AND RAISED SEAL NOT FOR USE IN MASTER PERMIT APPLICATIONS ISSUE#'29-8303 DALTE107/A509 EXPIRATION DATE'.06/30/10 APPLICABLE FOR: RbE HOZESEPIAN 44'-8 55 Jericho Road Dennis.MA 02638 STRUCTURALLY COMPLIANT WITH THE BOCA(1999);SBCCI(1999), UBC(1997),NSPI-5(1995),MA BUILDING CODE(7th Edition)AND NATIONALLY ACCEPTED IBCIIRC(2000 thru 2006)CODES INTERP❑❑L 20' X 40' RECTANGLE WITH 6' RADIUS CORNERS & 8' FIBERGLASS STEP DATE, 02/03/03 SCALE,NONE DRAWN BY- T.F. ACADREF,SDRT2040 77 r7- JA w � .� � � �.� ��"y �., ��� yT �i".t4�• -•+ y.- w.. N•m3r ••�� �e,'`•t � r ! 4111 6 +� Ad , Ok s „r M1� t:' .h _ ,,�js :.x. _ �'„� z*k,�'y ,. 7t.� v �•Lt `F. 1� :ie„ •.. �" �r..'r�y +�i• ti,,ii,: w"1'.^^ ��� �,-��r+' ! n�,a�t et �;i, ._r t' �ro. ` �`r,�. �* '�F� ,� �. . w .3. e *T✓� YY ' ,.�+T`-s µix � (C' �d�'.°,.� A � '� iC' �'. _CH i ."' ^'!!a'�'y wr� J(.�'.d�•`.-C'6.�`''f'.+'" 'y,�..�4'�',',�i:^e'1'�' i���-4' 'T. _ ...P — - - �n �,^ r��-•., �' .�h � "' � ter; 55 as La _rem en t ery e T 10/27 TO 1 'F x� r' tom'" _ '�---•� -,.w +� @ _44 , •• ,4 c �'^ ��4 _ U�.,.4�� ram,. ��q!' "�`L+����•�.� � ."^,,, "�1... � . i y e�.� ��" �,,,,�.... �' ,c_v�� v�,f'rr"�,w.�'' j m� „r„y.,•se•�x,� r,� �y r-ae',��,- you + �w ak a1G- � ti�,��$- � �.. e <<.. _�rT,R "•ti"i�' r7 � a . ^'-.. `"�,. - , k, ,.,may;-;. ..F w , '�'r" :',r•'._ .q� L4 �.° r TM - �} - J - sr w � a L '•>.. _ _-... - �_ � � .� yr.... . ..sue. _. L- sv Tj r — R s� •� - 1If Y 4 � „ w r a - , y ,a. ��- ,tea. _ � „+4s }�,� � ••�,... 4 J rar • .r - --ate ,,..,,m„�_...�_ .... ��' ''�,R,,����* '�. d. B�a Lane nteirvalle "- '10/27/10 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 035 Map- 19P Parcel 0 6 1 Application 71. 4 Health Division '`bate.Issued 0 u fl Pq Conservation Division Application Fee ' � Planning Dept�, Perm'it Fee Date Definitive Plan Approved by Planning Board shdo : Historic = OKH Preservation Hyanni's Project Street Address Village Owner CC)(Z m Pc- L-r,— Address BOY Lr_j Telephone Permit Request U(�'s-1VIOCr (�ew IS,' SCREEti I QlI2_Ct4 1;J 4MCINCED 6 : 077 L_/ 77E S. M WSJUI �N()QJD D��CK crt-J SWO 7-yeE Tho-ng4s ' (see -PLA-tj Square feet: 1 st floor: existing—proposed 2nd floor: existing proposed _LJ Total new Zoning District Flood Plain Groundwater Overlay P(oject Valuation 33, 000. --7 Construction Type Lot Size 0(o-7 Grandfathered: LJ Yes LJ No If yes, attach supporting documentation. Dwelling Type: Single Family :.0 Two Family Ll Multi-Family(# units) Age of Existing Structure I Historic House: L]Yes LIH'To On Old King's Highway: LlYes Jr No Basement Type: LIFull LJQrawl L] Walkout xotherat-JP 10E J�W_ -n 06---S Basement Finished Area(sq.ft.)' Basement Unfinished Area (sq.ft) Number of Baths: Full: existing C new Half: existing new Number of Bedrooms: H, existing �new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: LJ Gas LJ Oil LJ Electric LJ Other Central Air: L3 Yes &0 Fireplaces: Existing New Existing wood/coal stove: LJ Yes Ll No Detached garage: L]existing 0 new size—Pool: Ll existing LJ new size Barn: LJ existing LJ new size— Attached garage: LJ existing LJ new size —Shed: LJ existing LJ new size Other: Zoning Board of Appeals Authorization L3 Appeal # Recorded L3 Commercial Ll Yes Ll No If yes, site plan review# Current Use "Proposed'Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name c6tt-4 Telephone Number Address 2!�q License # n73 011111 Jq: Home Improvement Contractor# 13 Z93S Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S+7U- C (- D T)V-YYI A Y- S S SIGNATURE DATE a" 1 FOR OFFICIAL USE ONLY ,M APPLICATION# ?, DATE ISSUED r - MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION_(5) $t 1���� FRAME 911 V106 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING o -1110 J DATE CLOSED OUT ASSOCIATION PLAN NO. r. 326 Yarmouth.Rd. + HYANNIS .4 508-771-5007` hyannis@pineharbor.coxri 259 Queen Anne Rd. HARWICH • 508-430-2800 OR info@pineharbor.com WOOD PRODUCTS It's all about the wood' 800-368-SHED(7433) wwtiv.pineharbor.com O - wner Auth.crization as owner.o f the,property located_ at t. (Property address) p_ H � . .✓�o�( authorize J a-�=�zS to.act o.n. my behalf (Name of contractor/agent) in all matters relative'to work authorized,by this building permit application. Ownje?s 'Signature: 01 •Datei Iff, O� . " l u'q ac- C-.:. 07/30/2009 08:44 5084301115 PINE HARBOR PAGE 02/02 Client#-20245 IMCGRP0S ACof4D,M CERTIFICATE OF LIABILITY INSU`ANCE o? E3(M/6ODDIYYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORI IATION Rogers&Gray Ins.-So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICO TE 434 Route 134 HOLDER.THIS CERTI ICATE DOES NOT AMEND,EXTE b OR ALTER THE COVERAGE AFFORDED BY THE POLICIES I iELOW. P. O.Box 1601 South Dennis, MA 02660-1601 INSURERS AFFORDINq COVERAGE I IAIC# INSURED INSURER A: Travelers P McGrath Post&Beam Corp AP- Casualty Co.of Amer 1NsuRER e: ACE Prope y a Casualty ins. Co. dba Pine Harbor Wood Products INSURER C: I 259 Queen Anne Rd INSURER D: Harwich, MA 02645 INSURER I;: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE OLICY PERIOD INDICATED.NOTWfTHs rANDING 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 TE MS,EXCLUSIONS AND CONDITIONS CF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPI TION LTR NSR TYPE OF INSURANCE POLICY NUMBER TE MM1D0 D TC(MMI)Drrn LIMITS A GENERAL LIABILITY 1660036BB196IND09 01/31/09 01/31/10 EACH OCCURRENCE $1 0O 000 N 20:01M GENERAL LIABILITY I DAMAGE TO RENTED $1 O OOO CLAIMS MADE OCCUR MED EXP(Any one person) $5 00 PERSONAL&ADV INJURY $1 0.0 000 GENERAL AGGREGATE $2 00 000 GEN'L AGGREGATE LIMIT APPLIES PER: j. PRODUCTS-COMNOP AGG $2 OO 000 X POLICY PRO- LOC JECT A AUTOMOBILE LIABILITY BA44871368609SEL 01/31/09 01/31/10 COMHINkD sINULE LIMIT g1 00 000 ANY AUTO I (Ea oocldenl) o , . ALL OWNED AUTOS BODILY INJURY $. X SCHEDULED AU 105 (Per person) X HIRED AUTOS BODILYINJUHY S X NON-OWNED AUTOS (Per accident) - j PROPERTY DAMAGE (Par oaaidonr) $ GARAGE LIABILITY AUTO ONLY.EA ACCIDENT $ ANY AUTO - ( EA ACC $ I OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY i EACH uC[iuKKtNGE« $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ i RETENTION $ $ B WORKERS COMPENSATION AND C45779944 07/08/09 07/0811 O X WC STATU•T OTH- EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE I E.L.EACH ACCIDENT $10 000 OFfICtWMEMSEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $10 O00 1/yes,describe under 9PE I PR 1910N8 UbWw I E.L.DISEASE-POLICY LIMIT $50 ,000 OTHER I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS I 1 ' I I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE D SCRIBED POLICIES BE CgNGELI ED BEFORETHE EXPIRATION Town of Barnstable DATE THEREOF,THI-ISSUING I SURER WILL ENDEAVOR TO MAIL 1_ DAYS WRITTEN 200 Main street NOTICE TO THE CERTIFICATE HIOLDER NAMED TO THE LEFT,OUT FAILURE 0 00 SO SHALL Hyannis, MA 02601 IMPOSE NO OBLIGATION OR L413I1-ITY OF ANY KIND UPON THE INSURER,IT AGENTS OR RGPRE$$I2NTATIVFS• AUTHORIZED REPRESENTAT1V I • ACORD 25(2001/08)1 of 2 #S44991/M44815 MEE 0 ACORD COR ORATION 1988 I The Commonwealth ofMassachusetts Department of Industrial Accidents _ Office of Investigations- 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): Address: 2 9'� SEAj /77V � City/State/Zip: 1/j C-14, Phone.#:Are you an employer? Check the appropriate box: Type of project(required): 1. am a employer with Z-o 4; ❑ I am a general contractor and 1 6. ❑New construction - employees (full and/or part-time).* have hired the stab-contractors 2.❑ I am a soleproprietor or'part[ler-' listed onthe'attached sheet. T. ❑Remodeling ship and have no employees These sub-contractors have g• '❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'•compAnsuraace comp. insurance.# 5. [] We are a corporation and its . 10:❑ Electrical repairs or additions required.] 3.❑ I required.] a homeowner doing all work officers brave exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance requ-ized.] t c. 152, §1(4), and we have no 13.❑ Other - employees. [No workers' comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compcnsation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employers,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: V�� Policy#or Self-ins. Lic. l Expiration Date: #: Job Site Address: ' 141.oV City/State/Zip: I �`� • Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date) Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o DIA for insurance coverage verification. I do hereby ce ify nder the pa' an enaltles fperju t the information provided above is.tr e and correct Si ature: Date: . Z9 0 — _ Phone# Official use.only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# - Issuing Authority(circle one): 1.Board of Health '2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other - Cnnt'art Pp.r.cnn• Phone�/: Information a*nd I.ns* Ructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as ".:._every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or titistee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house o'r on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to,construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-conti-actor(s)name(s),address(es)and.phone numbers) along with their certificate(s)of insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships(LLP)with no'employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the.application for the permit or license is being requested,not the Department of Industrial Accidents. Should you bave any questions regarding the law or if you are required to obtain a workers' licy,please call the Department at the nuiqber listed below. Self-insured companies should enter their compensation po self-insurance license number on the appropriate line. City or Town Officials .Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need'only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town).".A copy of the affidavit.that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must belled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Ma.sachusetts Dep xtment of ladustrial Accidents Office of l ayestigatbns• 600 Washington Street Boston, MA 02111 Tel. #617•-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 11-22-06 www.mass.gov/dia 06/25/2009 15:23 5084301115 PINE HARBOR PAGE 01/01 .. r• F ISM Boar o u� 1`"�i"ons an an ar One A s ur oz� place -.R Ojb 13 . ' chu.,etits 0-168.: w VXI1"tift :3/14/2010 t 10647 JAMES R,MCORATH - • _.._-__._._.. _...._.... .... ... . .. ... T i 204 CRANVIEW RD J .BRE" WST�R,'MA.02631 �� _.;_:. . . .._ ... ' .._ -..�_ _ .... .. Updatc Address and'returd Cil1'd.lkfkrk rea:on for ellabge Addi-sa•,I j-Reia.i;W t Lost Card DPS-Om is soM-Ww-Pcaaeo - i WC Board ofBuilding R la ions and Standards One Ashburton Place.- R om 1,301 Boston. Mas chusetts 02108 Horne 1rn'provernea�, tractor Registration �V,,,. R4.9istra6on: 132935 i• %i"R"_='4: Type: Private Corpora;an Expiration: 10/31/2010r#. 2 530s •MCGRATH POST & BEAM GO. - ' - "-- JAMES MCGRATH 259 QUEEN ANNE RD. .: .::4 HARWICH, MA02645 .,: ��.; ��- ; ;. --- :: update Addy ess and return card.Mark reason for change, �.w :s.,�, •. Address U Renewal EmploymcAt Lost Gard DPS-CAI 0 soM-06/0e-PC8490 ✓11s Board of Building Regula6 ns and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. lAfound return to: Re9tstr4t.. -132935 Board of Building Regulation and Standards . 0/31I2010 Tr# 275309 One Ashburton Place 111m 130,1 r;• Boston,Ma.02108 . te Corporation McGRATH POSY!" JAMES MCGRAI{M1; 20 QUEEN ANN Q.— HAR'WICH,MA 02 ��' - Not valid without signature AdminiStifatOY I 07/10/2009 10:16 5084301115 PINE HARBOR PAGE 01/01 . •• �. • . 2'l:�•�Amlrzonweulth ofh.Cassachus�tts ' Deparfitten>`o,�X>xdus:(rtul.'.¢�cider#ts � . Office of irrivesfigafions. ! 6017 Tifashittgtots Street ! . ` '• }f�YVW.rlitiSS.babYjtiifl '•� ' Worlters'•Compensation Igsurance Affidavit: 13ui1ders/Co4ftgctors/Flactricians/��umb rs. Applicant 11aformatidn 'le $e�xiut X,e 1 NaTdo usincas/ ' (F3 Qr$anizationflndividual): •�(• , CityfS O _ Aq5_ Phone:#- �-1 -2_86b Axfi bqx: 4.' J I am a ga ni#1 contractor and IV Type of project(Uqui5ed): • ' 1.� I am a eut�2oyer with'`.� d [�2cvr employees(4=d/dr Dart=lima).* -have hired tbo sub-contactors coriStitletion:. . 2.[1 T ani a stiiG proprietor drprer- listed on ttie.attaehcd shaet. 7: [-)Reznadeliug Ship and bavc tto'c ptoyces Thse sub-c6atractors have 8• (]DcmoUtiori' wod:�ag for nos lax any eapxC ty. employen and havC Woxk=j co ,t ; 4• a���add oA.. . [NO,WOtltel5�t0 .•11LStIi'anGG 'mstuaucc req � 5.r] We arc a corporation and its. 10 I ElcctricalTcpairs-or a'ditioBs 3.�].1 ani a haincovogcr dozing allwork bfliccrs,hsve cxcrci$cd�3aeir t or Ac ditiow, myself(No workcrs'aonzp. Iigbt of exemption per MGL i insurance required.]t e.152;§1(4),and we have uo employees.[No w6rlkers' Othtr gip•insurance icquirod.3. *Any box*t niusi slso fncut tho:eetioq'6e1ow sheaving QKir ivorkccs'co ion G pr¢gypp,' i►tyens�• po eY t Homeouastss who subrttit this afiidaYit f�dt�ting 4ey 9n doingaII wprie aitd theR'hire'putside eontrJe¢ors must sub (a qcw sQdaYit indicating • 'tContractotx tfsat ehak this box md3t attxehed an additional sheet showing the nine of the sub�ontractdrt and suft,whcthq•praa!thOzt•tnti4its hr. • employees. If the s6-wntractan have employees;tbeyvn4tgtoro 4(har w6rkrss'cbtbn.polity.number. •I am ax employer that is providing fvorkers'eompe adom insurance jor my earp�oyerx,Below is Iha poli4Y and job rjej ' inforntatigJt, ' UD umgcc Coznpatwy Name - Policy#or$elf-ins.Lie, BxpiraliortDatc: Job Sits Address: '• City'/Statdzip: fittzch.a copy of the workers,cesm)?etuationpolioy declaration page(showing he policy)►urnbar:and expiration ate). Failure to se=e covcmge as required updei Section 25A of MGL c. 152 cm.ldad ffo the osition of c tmp timirtalpeaald s oft fine lip ttt$*1,500.00 and/or omc-ycar unpriso'U=n4 as well as civil pcmaltics in the';form of a.STOP WOM ORbER w d a 5nc of up to S250.00-a'day agaiast.th� violator. Be advised that a copy of this stiternen}m.ay be forwarded to the Office of Inve'stz actions of the DIA for insurance covers o-quilllca6an. I do hereby cc i under the po its and pe at es a p J hat the ynjorncation Fravided above it tr.,ue and carretl,. . Si nature• ' Date: Phone A. Dfft e o,ity, Do not write in Urls area, to be tonrplefed by city'or[own offciat City et`Pbvrtr: Permit/License# IssuinfXUChority(circle one): 1.Board of Health 2.Building Department 3.City/T'own Clerk 4,klectrigal Inspector••5:•piambing lnspecec' 6-Ottier Contact Person: Phone q: Jamie McGrath From: Cormac Coyle [ccoyle@emeraldphysicians.com] Sent: Wednesday, July 29, 2009 3:40 PM To: jrm@pineharbor.com . Cc: Cormac Coyle Subject: 3 seasons room at 55 Bay Lane To whom it may concern this is to state that I grant Jaime McGrath of Pine Harbor wood products authorisation to pursue a permit for a 3 seasons room for our home located at 55 Bay Lane from the town of Barnstable. Thank you Cormac Coyle Jaime , Please confirm receipt of this email Sent from my iPhone 1 NONE SEEN ME MEN INNENNEO■■ ■■■■■■■■'■■■■■■ ■■■■■■ ■■■■ . ■■■■■ ■■■ ■.■Is ■■ NONE ■OMEN■■■■■■■■■■■■w■!��■■■■■■■■■■■■■� E■■■■■■■■■■ME■■■E■■mom ■■■■■s■■N■■s■■■ _■r����■■ ■■■■■■■■■■■ Is ■■ M■0 NEON No Ill Is Is 0 Ill■OMONE■mom■■■■■M■ J■■■■■■■■■■■■M■NNIll ■■ 1 EO ■■■e■■NM■■■ _ ---_ ■ ■■E■■■■■ ■■ IE■M■■Me■�■■=■■ ■: �■®e■�°i■■■■MEN■■■M■■ I� � ■■ ■■e■■s■■■■■■ s■■ �■N■■■■i■N■■■■■■ e=====EW ■■■;■■■E■■M■�� �_"!�rr�_r. l�__�rs�___��i��-7..i—�:�i�___�+r�=�:.:�.r®�.�---�ram...—o■..re■' MINE MINES No No FIVE MIAMI oasis- ■� v�■■Mis■■■i .� n1 n e efI s��f i�'1 NON �MM�-fI ,, _ ■■■■■■■■ 1■N■ win ml �' ■■■ ■ ■■O■�.:WWII{�II�II���Q�_I�1��1��{��IIIIIIh,I„_1�1_��� �i�_i��,,��� ■ . .° � , M■■■ ! ■ M ONE No POP NMI ■■ 'r � I/�� ,�' ■ 1`> ?i �'�u� � �■���'��E�� I�i� ��f/ : � �� III{ 11111 �� 6�%� �� ■■■■■ ■■■ �. � �■ �� 0 all U/.i� Ifs' ME �� safi�i ., L BOO� � �'��'-� �EN■■ JOB Y 259 Que-Anne Rd. ADDRESS PINE R k"OR Harwich, ar 80 02645 WOOD PRODUCTS PRODUCT$'- FAX(508)430-1115 -E-Mail:info@pineharboctom - PHONE# - DATE 6 _5 N All - x T @ llo o/ Po A!.OVA T& ==4ZZ r 14 / .. f 1. �r' •�� � i �. ( N �� At ` X= _ -_ fT- I: I,.,w s Ax r o. - 5. T&Y ic JOB �T1 J T T��7� n 259 Queen Anne Rd. ADDRESS t JL V J�. 1 111L�.1_ OR(os n�o zs000zeas, WOOD PRODUCTS FAX.(508)430-1115 E-Mail:info®pineharbor.mm PHONE# - DATE � I c t roc S r4Y"t _ c1rn� a c r ��u i XJ, — 1 z:w Vat --------------- ---------- v jet i. r.9.- U VC .f - .., .Nit -� •� -+' - I — rr r 3 � ,t e — it 7 y, L =F------------ r v h . I ------ __L l I ' ' ---- - �= ------------ . -,, -I A A \aNA F.. O fk --f v i �i r 7Z7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,. Map Parcel Application Health Division Date Issued o d 1 Conservation Division ;;Application F Planning;Dept: "Permit Feb Date Definitive.Plan Approved by Planning Board Historic _ OKH _Preservation/Hyannis Project Street Address 5� `� 4-1*N C Village LG / c t>►L�c' Owner_ s O-ei c Cp1z C Address Telephone - 31.8:0-7 3 Permit Request -DEe-r- VEeic 13 cr'AuC-- �?!z Square feet: 1 st floor: existing ' proposed 2nd floor: existing proposed Total new Zoning District' Flood Plain Groundwater:Overlay Project Valuation o•-o a Construction Type %�� J'►hu-f Lof Size ' Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) •-a Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kings; lighway ,Q Yew ❑ No j a Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other n Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) -' Number of Baths: Full: existing new Half: existing nevy.- Number of Bedrooms: existing _new w m 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 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name %7 5 air Telephone Number 4,90 Z949 a Address ZQ Du65-� Az4) AD� License # 7 3Bl�3 Home Improvement Contractor# Worker's Compensation # hJ C C`)S779gy ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7b u>y vG koofuJle td- SIGNATURE a DATE 4 k3 D FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 'F OWNER t DATE OF INSPECTION: s FOUNDATION FRAME COJ� 9 29 ,f INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 0 -1 o'Z'1)1e DATE CLOSED OUT `a ASSOCIATION PLAN`NO. Tlse-Cominonwealth ofMassackusetes i Department ofltidustrial.,4ccident . OffCe.of.Iisvestigations. { O ARMSTABL:E UV .600 Washington Street Boston,MA OZI I1. M � `24 A 1f. 20 www.mass."Wia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plu.mbers Applicant Irift11•lnati6n PleaSe Print Legibly Name($tuifiess/OrtanizadorAndividual): Address:_ 7 - �ltr�lh A.nvl� 120� --------------- CityfState%Zip: _17a 1, 02:�a'45 Phone.#: LJ z 36b Are you an-employer?Check.the appropriate box: 1.[ I am a employer with-.' Z Yj 4•',{� I am a general contractor and I� �e of pt'oj ec�(qiiequi5edj:. employees(fulland/or part-time)* .have hired the sub-contractors 6% �cw conction 2..(] I ant a sole proprietor or partner- listed oa the.attached sheet 7: ❑Remodeli> x ship and haye no employees These sub-contractors have g, 0 Demolition working for m�in any capacity. employees.and havc workers' [No-woikers'comp.•insurance comp.'Msurance t 9 [,hButlding addition. . required_] 5. ❑.We arc a corporation and its. 1 O.C)Electricaf repairs:or additions 3.❑.I am a homeowner doingall work officers-have exercised-their t l.[]Plumbing rcpairs'or additions myself.[No workers'comp. right of.exemption per MGL t c.152 I2•[]Rbofrepairs insurance required.)- ,§1(4),and we have no employees.[No w6rkers' 13.❑Other .-.r comp.insurance required.]. '/uiy applicant4hat chicks bdX f,l must also fill.out the scction'below showing their workers'eonTas szpon policy iriforttgtion t Hoa=wner3 who submit thiszWavit indicating they ere doing ail work and thcAire-outside Co. -xtors must submit a new affidavit indicting such, ttontmctors that check tbis box must ittaehed an additional sbcct showing the name of the subcontractors and Stitt-vrtiethcr-or not&sc Chtitics have ' employees. if the sub-contractors have employees;they mustprovidttheir wdr 'coriap.policy.nUmbcr. r -I am an employer that is providing workers'compensation.insurance jor my employees.Below is•the policy and job site informatign. ' Iusuraricc Company Name: Ir Policy#or Sclf--ins.Lic:#: Expiration Date. Job Site Address: City/State/Zip: Attach.a copy of the workers' compensation policy declaration page(showing the policy nutnb6r.and expiration date).: Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminalpenalties of a fine up.td_ ;500.00 and/or one-year imprisonment,as wdl.as civil penalties in the form of a•STOP WORK ORDER and a fine of up to S250.00•a-day against.the violator. Be advised that a copy of this statement may be forwarded to the Office of. Investigations of the DIA for insurance covera everification. I do hereby cc'i under the pans and pgal hat the+infvrmation'prov�ded above it true and correU. Si nature: Date: Phone#: 1(1 Ofjlq only. Do 1101 write in this area,to be completed by city or, town official City oe'T—b'wn: Permit/License# Issuing'Authority(circle one): 1. Board of Health 2.Building Department 3.City/"I'tilxn Clerk 4. Electrical Inspector 5-P►umbing Inspegto� 6.. Other Contact Person: Phone q: POS g- : ' DTM E(MM/DDIYYYY) CERTIFI�C�ATE OF LIABILITY INSU �McNCE ® DA P" ` 07 3/09 -THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION '&Gray Ins.-So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Route 134 HOLDER.THIS CERTI ICATE DOES NOT AMEND,EXTE D OR .0.Box 1601 ALTER THE COVERAGE AFFORDED BY THE POLICIES I FLOW: iouth Dennis, MA 02660-1601 INSURERS AFFORDING COVERAGE P IAIC# IsuaED INSURER A: Travelers P pp. Casualty Co,of Amer McGrath Post&Beam Corp dba Pine Harbor Wood Products INsur<eR e: ACE Props y&Casualty Ins. Co. i 259 Queen Anne Rd INsuRERC: i Harwich, MA 02645 INsuRER°` INSURER E: 'OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE OLICY PERIOD INDICATED.NOTWITH ANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WH' H THIS CERTIFICATE MAY BE ISSUED R MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TEMS,EXCLUSIONS AND CONDITIONS SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'K NSR TYPE OF weuRANDE POLICY ti�7 POLICY EXPI TION DATC' MMr D LIMITS GENERAL LIABILITY 166OD36BB1901/31/10 EACH OCCURRENCE $1 OOOOO X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES(ES oacurro o�) $1 O 000 CLAIMS MADE F x1 OCCUR i h1ED EXP(Any one person) $$ QO . PERSONAL d ADV INJURY $1 00000 j GENERAL AGGREGATE' s2,(00,000 GEN L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMNOP AGG $2(00,000 X POLICY PRO-JECT LOC k AUTOM091Lp UAgIUTY BA4487B686099EL 01/31/09 01/31/10 ` ((Ea Ea SO NkU SINGLE LIMIT $1 ANY AUTO I accldenl) , DU,000 ALL OWNED AUTOS X SCHEUULtU AU 105 BODILY INJURY person) $ X HIRED AUTOS X NON-OWNED AUTOS BODILY INJURY $ (Per accident) • i PROPERTY DAMAGE- (Por aaaidont) GARAGE LIABILITY I AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA UABILITY I EACH OCCUKKtNGE $ OCCUR CLAIMS MADE AGGREGATE - i DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND C45779944 07/08/09 07/08/1 O X WC STATU• OFT: EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $'(Q D00 .. 0J+ICE WM EMU ER EXCLUDED? Ilyes,describe undsr ! E.L.DISEASE-EA EMPLOYEE $10 000 9PE IA PR 1910N8 below - I E.L.DISEASE-POLICY LIMIT $50 ,000 OTHER I � I SCRIPT.ION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS I I I I • ;RTIICTE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE D SCRIBED POLICIES BE CANCELLED BEFOR THE EXPIRATION FFA wn Of Barnstable DATE THEREOF,THE ISSUING I SURER WILL ENDEAVOR TO MAIL I_ DAYS WRITTEN O Main Street NOTICE TO THE CERTIFICATE Hl LDER NAMED TO THE LEFT,BUT FAILURE ODO SO SHALL annis, MA 02601 IMPOSE NO ORLIGATION OR L+IWTY OF ANY KIND UPON THE INSURER,IT AGENTS OR �PRESENTATIVES. AUTHORIZED REPRESENTATIV - • /08)1 of 2 #S44991/M44815 I MEE O ACORD COR ORATION 1988 ! t Boar o ui inegla ons an M. g g One Ashburton Place - Room 1301 Boston., Mass chuseits 02108 Construction§�0., visor License License CS: 73:865, Restriction 1:K Expiration: 3/14/2-010 Tr# 19647 JAMES R. MCGRATH 204 CRANAEW RD } BREWSTER, MA 02631 . Update Address aad retu'rn card.Mark reason for change j Address i Renewal ' Lost Card DPS-CAI C, 5OM-07/07-PC8490 ......- - -- .. Board of Building Regal ions and Standards One Ashburton Place Room 1301 Boston. Mas§,achusetts 02108 Home ImprovementCoptractor Registration Registration '132935 Type Private Corporation Expiration: 1.0/31/2010 Tr# 275309 -=77MCGRATH POST & BEAM CO. / `` = i s JAMES MCGRATH - - =-- -- ------- - -- -- .. t 259 QUEEN ANNE RD. HARWICH, MA 02645 > ' Update Address and return.card.Mark reason for change. Address E Renewal E Employment j Lost Card DPS-CA1 0 5OM-05/06-PC8490 T�i�aminzo�zurea`C`c ��� � . _ Board of Building Regulations and Standards License or registration valid for individul use only ` HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registratigia: 132935 One Ashburton Place Rm 1301 xpiraon 10/31/2010 Tr# 275309 Boston,Ma:02108 yate Corporation MCGRATH POSTi$ EAMO { JAMES McGRATt 259 QUEEN ANNE�E2¢ :� "` - HARWICH,MA 02645 F Administrator Not valid without signature ; JOB. pT..�yA A7I��{ TT TK 259 Queen Anne Rd.HaMl'6,MA ADDRESS 1 l �1 L �O1\508 430.8 002645 WOOD PRODUCTS - FAX(508)430-1115 , E-Mail:into@pineharbor.com - PHONE k DATE O L I L H' S ov.l 2 1' R l f x L �, �L I — i a 1 I A ' r c �x r -u CA lT (4 Olt IT N C PRS OuN rED C-11 )E t JOB i . _ ADDRESS- .. . . - PINE HARBOR 5-4 o z ooz5 WOOD PRODUCTS FAX(508)430-1115 - - - - - E-Mail:info®pineharbor.c m - - PHONE# -DATE Da✓ - I S � R _ sra w i ( J , I 12 IJ ES EP I JOB . ADDRESS - - 259 Queen Anne Rd. MA PINE HA"OR 5088)430-280002645 DATE WOOD PRODUCTS FAX(508)430-1115 PHONE# - E-Mail:infoUpineharbor.com I. �- S aw fL' AL � Bu µ A u sL x b 04 1 1 1 i 1 I 1 31 8 N/F LESLIE SCHOENHERR ASSESSORS MAP 188 PARCEL 74-2 - 8? S79 43 2 E /C ►J/!��I SEAT NBg% �14�4320 '"Di N86'3511'E 9318% � DISK 140E 44.6d i �. SET SET / / Nam: N74\,? CORMAC COYLE 1001 ASSESSORS MAP 186' ' PARCEL 69r2 23,087tSF. DISK a - .SET _ _ - z - 9,2, 13-1 0 14.0 x i N 14.205.8 `, N� FREDERICK W. WATERMAN � ' JAMES F. PONERS ASSESSORS MAP 186 o EXISTING N DISK ASSESSORS MAP 185 PARCEL 80 ' 2 STORY SET PARCEL 69-1 $$N X \ HOUSE F 7155 ncc w 42.2� :. V x CHIMNEY 14.2 15.0 v~i DECK PROPOSED 12%X15' d > ADDIMQN TO # x CONSTRUCTED ON a SONG-TUBES m C1 I x 16.2• 10'x40' POOL RO a CB/DH S FND � \ ^ ST4 FE► E�. 99 ��• 578`� 60 CAROLYN S. KOONCE TR. MAP 85 N _ PARCEL 8 NDH MARGARET J.DESMOND ASSESSORS MAP 185 PARCEL 8 N .. .,T f� No. c Og 44 Jo b Name:_._. . fn�c.tfiL`U-�x�P2odc�S east cape engineering;ins ' Civil-En:ineets---Land_Surveyors Site: ' Box 15 25.Orleans,MA 02653; 5 2 2 508 25 -71 0 PH 508 ,55 3176 FAX Engineer`s-Initials ._..,�I�n' - D6te(s) � , i . i Fri�I�GG>L..' �5oN t.. S V 0 ar I i :._ _ ZX.12 or i 2X1O 5. 5 m�lP' J _.. _..- -'- , i , jNvQl?. b-�45t `�_ _S[w}PaoA1 ot- _ _ . ..- . ego l y" thfJb�� U,-.�Z 8 ayL 1_u z 10 _. . . a - i : ¢sty 1 wt 1°Sonr' �C31� i : T2 5o+aoT I (JTr , d tifi�fES f TnL,t'O -- .�.._ _. .�N.A=�a!�o��,• W 1't�'.MktwlPirrgc�Nlr3'�S ;e�r��.e»levrs � �` �6�� vp s�C .�l Y THE FQLLOWING -.. '.' i IS/ARE THE, BEST IMAGES"fROMPOOR QUALITY ORIGINALS) I m �C&' X L DATA I Z o < SCP / PR ❑ F- IL_ E N D s c N o v MIDDLE Z T F= E=P STEP A S fr aNEL R/H TOP SUPPORT BILL [IF MATERIALS D !n o o �L STEP SIDE R/H STEP c' v m D PANEL SIDE PANEL QTY, DESCRIPTION n m r Do DLn � 1 TOP STEP cn - ZF D o TOP D D �oQ�e s STEP 1 MIDDLE STEP L/H 1 � r-,g 5 `° C !T' DE S� 4 RISER 1 MIDDLE STEP R/H 0b :la a mrn z W a) M� D < �� o 1 BOTT❑M STEP L/H ° o D .—.� v m 1 B❑TT❑M STEP R/H D X o D o T - "�' SSE STEP MIDDLE 1 TOP STEP RISER m o r' EP '������ �� RISER 1 MIDDLE STEP RISER S W v, ANEL S��P SETEPHM 1 BOTTOM STEP RISER z BOTTOM RISER w u 1 TOP STEP SUPPORT cn STEP = 1 MIDDLE STEP SUPPORT 1 BOTTOM STEP SUPPORT 0 0 1 L/H STEP SIDE PANEL 1 R/H STEP SIDE PANEL 6'N N 1 L/H TOP STEP SIDE PANEL 3' '' e' T1 R/H TOP STEP SIDE PANEL 1 TOP STEP VERTICAL RT 3' w FILLER Q 6' o Q 6' 4'-2' Y-2' W R5'-4' tib 1/-2' INTERP ❑ ❑ E N. 3/ q•� REVERSE STEPS FINISHED DEPTH 3'-6' DATE; 03/17/05 SCALE: N,T,S, PANEL HEIGHT DRAWN BY: T,F, ACADREF:CVSTPSCP BE _SALES AGREEMENT www.bennettfence.com NNE77 - Fully Insured FENCE & ARBOR, INC. 5377 08-398-99 2a- -South Yarmouth,Fax: 508 398-5154 MA 02664 DATE NAME ` f r SHIP TO STREET STREET CITY STATE ZIP CODE acy L Ql)e CITY STATE ZIP CODE HOME PHONE BUSINESS PHONE H EMAIL CELL (J� FAX ~ W ON YOUR PROPERTY IN ACCORDANCE WITH QUANTITIES AND LAYOUT SHOWN BELOW QUANTITY DESCRIPTION UNIT TOTAL k Li w ` 00-�G TOTAL SALE DEPOSIT ESTIMATED TIME OF INSTALLATION TAX BALANCE f On Completion TOTAL ONE HALF WITH ORDER BALANCE ON COMPLETION 191 - 4 All quotations subject to conditions beyond our control.CUSTOMER IS RESPONSIBLE FOR establishing property lines and fence lines,and for conforming with local zoning by-laws.Bennett Fence is not responsible for damage to underground utilities,septic systems,drain pipes,or propane lines,unless notified in writing by the Customer as to their location,before work is started.This quotation does not include costs met in extraordinary conditions-striking ledge which may require the cementing of posts or the use of a compressor for drilling and pinning posts,or clearing trees,brush or other obstructions from the working area.This contract embodies the entire understanding between parties,and there are no verbal agreements or representations in connection therewith.All fence materials remain the property of Bennett Fence until final payment had been made.By signing this agreement the customer gives Bennett Fence permission to enter the property and remove any or all fence materials iffinal payment is not received. BY Q!f-i,4-� ACCEPTED BY On accounts over 30 days,finance charges are computed at a periodic rate of 1%z per month-Annual rate at 1 B%-Plus any additional costs incurred for collection;including reasonable Attorneys fees. Magna Latch top pull-mltps2bga Page 1 of 3 Magna Latch Top Pull Magnetic Pool Safety Gate Latches Click Here for Repair Parts e �001 888.867.'!39 Colors Fence Home Model Part# MFR# Available Height Top Pull VGHDD1025 MLTPS2BGA Black Thigh Models or White *Top Pail *Vertical Pall The most popular Magna-Latch model.The ideal *Side Pull safety latch for most swimming pool gates and child safety areas such as daycare centers.Key lockable. Accessories Highly child resistant,magnetic latching(no mechanical resistance to closure).Fits most *Spare Keys gate/fence heights but is ideal for common gates/fences 48"(1200mm)high or higher because *Mound Post Adaptor . the latch can be installed so that the release knob is *Gate handle out of reach of small children.Consult local *Gate Stop authorities for height measurement/requirements.on swimming pool gates. Downloads .....more Watch the information Video Buy Now Contact Us � j. Left Swinging ging Gate Right Swinging Gate .a hinge latch latch hinge post post post pant Fits either directionH The world's safest gate latchl L.:,LUNrwl . http://www.magnalatch.nettmagnalatchtoppiffl.htffl 7/22/2009 Magna Latch top pull-mltps2bga Page 2 of 3 ..F .'_., ADJIISTABU STRIKER BODY ' r'rwl AtIMfor Mile gaps �� ^�t���,; eridaBasrsdo��e L. _ � ul�ncAt is alien ADJUSTAw. * * AN - 3J'8" 1.1/1Y StUrUL ION - ' . Magnetically triggered (self latching,no jamming) e Highly child resistant . Key lockable(2 models) . Meets Pool Safety Standards e Fits new and existing gates e Adjustable for 3/8"to 1-7/16" gap `r (see below) . Can adjust up to a 2"gap with optional spacer. . Made to fit square posts but can fit round posts with optional adaptor. . Tested to 400,000 cycles . Independently tested to meet international safety codes Minimum gap Moxinumgap 3/ii"t9mm) V/IV(37mm) . ;,, - Plan view-unadjusted Plan view-ar ustsd +' . , ° � Lokk Latch is a general Lokk Bolt is a security drop bolt(aka drop Tru Close self closing purpose gravity latch' rod)that is key lockable.Features a pool gate hinges will that is key lockable. Kwikset key-way(so a locksmith can key never rust,bind,sag or http://www.mapalatch.net/mapalatchtoppull.html 7/22/2009 Magna Latch top pull-mltps2bga This versatile latch will it alike to most house doors)and a limited stain your fence.They work on both left and lifetime warranty.Avoid the pitfalls of feature adjustable right swinging gates those other drop rods,buy Lokk Bolt. tension and a limited and comes with a lifetime warranty.Buy limited lifetime Tru Close when safety warranty.This is no counts. ordinary latch,buy Lokk Latch. BLOG Gate Hardware by FenceMax.com FenceMax.com&MagnaLatch.net are distributors for products from D&D Technologies, not the manufacturer.All warranty issues are handled directly by the manufacturer. Items in stock ordered by 2.00 PM EST generally ship that same day(Mon-Fri)except for weekends&holidays.For transit times and item availability please fill out our contact fiiirm.All returned merchandise is subject to a 15%($5 min)restocking fee.Returns must be in their original unopened packages.All prices are US.dollars.Any duties,import fees,brokerage fees, taxes and/or currency exchange charges are to be paid by the recipient(buyer).All shipments are FOB Dover,Delaware USA. Home Models Accessories Downloads Top Pull . Vertical Pull Side Pull Round Post Gate Handle Gate Stop Spare Keys Contact Us Repair Parts Copyright 2003,FenceMax.com,All rights reserved. ulP¢ ,r desi ed&hosted b http://www.magnalatch.net/magnalatchtoppull.html 7/22/2009 Gate Hardware by FenceMax: 10 inch Heavy Duty Tru Close(pair-no returns) Page 1 of 2 .....Our plumes are currently not working consistently.Technicians are wartmg on the pi oblevt►Customer service during this time w6 be ate via the con r / Search since 1969 888-867-1139 g f TMEDW&U DAILY LatchrEsrm zzauLr Tax Free Shopping!! Home>Specials>Hinees>10 inch Heavy Duty Tru Close(pair-no returns) (&no sneaky handling charges) Sign In/Create Account 10 incur Heavy Duty Tru Close(pair-no returns) Wholesale Pricing Information Basket Contents Quantity in Basket:none Cie LIM Gate Latch -� Gate Hinge Drop Rods > Accessories Specials k'' '' Latches z 4 Hinges High Security Fasteners Other Fence Hardware Search By Color Search By Mfr Code !�'�0) -7 p781- Help/FAQ 1•li /Y(38pa1) S m f 93/4'(248mm) Oftline now 0 Via` .L us a message. 3d 0 Best Sellers B _- 11/16'140mm) a its9ml New Series 2 Magna Latch Too Pull- _ Black ' Pre-cut Soare Key for Magna Latch& Lokk Latch New Series 2 Magna Latch Vertical 54M Pull-Black 3 inch Tru Close Self Closing Hinge 2 Quantity in Basket:None legs-Black(pair) Code:SPCLTCHD4 3 inch Tru Close Self Dosing Hinge - - no tens-Black(pair) Price:$12.95 Shipping Weight:0.27 pounds Color:Bill Mfr#:TCHD4 r=1 456 available for immediate delivery Need Fasteners?: @ None MEMBER 45 14-Black Stainless Steel Screws for Wood...add$4.20 _7�111� f Quantity° a_Adti To_Caft MirlOrnrhticctknt6lta Special Clearance Item-Limited Quantities-While supplies last!-NO RETURNS ON THIS ITEM- The ideal self-closing(tension-adjustable)hinge for gates weighing up to 132 Ibs(60kgs)or high- traffic vinyl and wooden gates around commercial areas,homes and daycare centers.Tough, Now accepting molded construction with stainless steel torsion spring.100 percent rustiree for life.No binding,no sagging,and no staining.Patented tension technology makes it simple and easy to adjust the PayPa!- tensioning.No fasteners included. Customers who purchased this product,also purchased: Code Name Price - VGHDD1025 New Series 2 Magna Latch Top Pull-Black $65.99 Ade one ro esker VGHDD1032 Heavy Duty Lokk Latch Deluxe with button-Black $76.95 ��o s to Basket MGHDD1019 Residential Lokk Latch Series 2 no button-Black $25.95 Aou one to Brills( WGHDD1070 Black Gate Stop for Wood $12.49 Ace o e to uke VGHDD1020 New Series 2Magna Latch Vertical Pull-Black $62.95 Aed o to eaa et Home Account Products HeID/FAO Basket Checkout Return Policy Contact Us Magna Latch Lokk Latch Z-Lokk Tru Close Visit Our Blog on Gate Hardware I Follow us on Twitter Items in stock ordered by 2:00 PM EST generativ ship that same day(Mon-Fri)except for weekends&hddays.Orders placed after 2:00 PM EST Wit ship the nest business day(which excludes weekends and hafidaysl,There is NO SATURDAY DELIVERY available for Internet orders For transit tunes,,item wailaMlity,and Saturday delivery Phase Mi out our contact form or call 888= w7-1139..Fenoerrax.dxan does net guarantee any transit times.ALL returned merchandise s subject toa 15W(55 min)restocking fee.Returns must be in their ongmal unopan dPackages..Please review our 10 RETURN POLICY.All prices are U.S.dollars.Any duties,import fees,brokerage fees,taxes and/or cumency exchange charges are to be paid by the recipient(buyer).ai snipmems are FOB Shipping Point,aka FCA(mairdy Dover,Oela re-19901 USA}FenceMex.00m is arced and operated by Lightning Fence Inc.730 Hmsepond Rd Drwer,.DE 19901 USA.By-mg this site you sre ,::o.Terms&Conditions and om Pnacy Policy, i i1.l71).1 t j!(JLei.ieRi_"e-I iaX.4"011.113F1-.1r 1 i1'+—D"1} 1711!e—smeUltfZ ,i}�1�}.L.._li3�lli✓Si—;��.d.Ll/"TAl/l.L-?LT.i�l-SL,.. i%%.ZI Zi iI%V TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION.,,: Q ( n �9 , Map v W Parcel y Application# C Health Division Date Issued d Conservation Division Application Fee Tax Collector Permit Fee `� • - Z— Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address J Ah Village ��n-Tr/lr/tlC�_ i1Ti� Owner ( D�hIj�G �0 & Address SS09N6. ,�yc�C� ijJg Telephone 77S= Permit Request Ak/ ls/l as/w"- etwyo/s C"wAn,?y 00r- lkea ®MV �-ftfw. �i STi�GrIG' 2�xZ lyei9/Ti j,P�P C'��G '4. 4lG �,Mvo E GA r`r� *Peg !v/ Square feet: 1 st floor:existing / proposed 2nd floor:existing proposed Total new g Zoning District Flood Plain Groundwater Overlay V X Project Valuation 0, Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supportindgcumentati'on. Dwelling Type: Single Family O' Two Family ❑ Multi-Family(#units) Q1 r Age of Existing Structure lQl�( �3 � Historic House: ❑Yes G] o On Old King's Hi_hway: a-Yes UK" 9 Basement Type: C KII ❑Crawl ❑Walkout ❑Other x Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) > x Number of Baths: Full:existing new Half:existing new x Number of Bedrooms: existing_ new Total Room Count(not including baths):existing M new_� First Floor Room Count x Heat Type and Fuel: Zas ❑Oil ❑Electric ❑Other x Central Air: N Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Wxisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authori ation ❑ Appeal# Recorded❑ Commercial ❑ GY Yes No If p ,es site Ian review# - Y y Current Use Proposed Use ° 4 BU>fI,DER INFORMATION Name Telephone Number Address'/of, /ytful 6L �1 0/Z®�� License# CS S 7� Home Improvement Contractor# / � ' Worker's Compensation# 4(i(A& 4437/S�7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �(ri1d9 ► dG ., '' zi SIGNATURE DATE �� �� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE ' OWNER L DATE OF INSPECTION: . , FOUNDATION g FRAME ' 111[QE - s INSULATION r " FIREPLACE A • t r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING_(f� q � (�� kLL , ejar—ge,, • r DATE CLOSED OUT ASSOCIATION PLAN NO. ti. t t oFE� ti Town of Barnstable ' Regulatory Services s . y' .MASS Thomas F.Geiler,Director MASS. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02661 www.to w n.b a r n s to b l e.ma.u s Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Buaildei' I, �i�df1�l�— �C� ,as Owner of the subject property hereb authorize , y > � 2j!�!s to act on my behalf, in all matters relative to work authorized by this building permit application for: �s L iv7v� 1/4 /A q 032, (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit pleasecomplete the Homeowners License Exemption Form on the reverse side. f - REScheck Software Version 4.1.3 Compliance Certificate Project Title: Finished Basement/Family Room Report Date:o3mi/oB Data filename: Untitled.rck Energy Code: 2000 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 0% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 55 Bay Lane Anthony Metrano Owens Coming Basement Systems Centerville,MA 02632 Owens Corning Basement Systems 60 Shawmut Road 60 Shawmut Road Canton,MA 02021 Canton,MA 02021 781 821-0060 781 821-0060 ametrano@ocboston.com° Compliance:50.0%Better Than Code Maximum UA:62 Your UA:31 , Basement Wall 1:Solid Concrete or Masonry 966 30.0 11.0 31 . Wall height:7.5' Depth below grade:7.0' Insulation depth:7.0' 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 2000 IECC requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck inspection Checklist. Name-Title Signature Date Project Title: Finished Basement/Family Room Report date:03/01/08 Data filename: Untitled.rck Page 1 of 1 s f zywie aa_-cxr(cu�rmsstr� . . pmrrlptir+a Packsgd�crflitc ewd 7»v-P'aat�•Rrsldcatir!BallilLagy' esw wo '910% MAXfMi1M rilgiIMUriX . [iLudtcg Gluing ' Cctling WWII Floor Etsanes! c Slsb 'Hestlog/Coalttrg Arm'(*) U r�tnc� R-vAuO ' R.Vdtu' R�Yatuc' lvnit Pcs3m�n 1 opuscnt Emcf ac • R-v31ue� R-vxfuat . Pisa 5101 to 6500 Ilmdag liegm I]Q 12%• 0.40 31 13 l9 10 6 Normal Q � 11Tormsl R IZY3 SZ 34 19 t l9 10. 7 I'.17ri 036 3d 13 25 . MA NIA. N tT ISA 0.46 33 19 19 1 10 t1 .Plcrmal ' y 15K 0.4# 3d I3 Z9 N/A PI/A . Ri AFUS }y 13Y. 0.33 30 19 - 19 ]U is 0A MR .1S'� 033 3d ' •13 2 N/,h NIA N07� N y ISY., 0.41 39 19 23 PIA TIIA' AR .• 11% . W R 13 19 Ia S WARM 11;�i O.3{1• 30 19 19 TO 6 SdAFIIE S , i, ADDRE99 of PRoPMTY: , '•S , gQVARE FOOTAGE OF ALL MnWJOP.WAMIS: 3, SQttA.RL FOOTA©E OF ALL GLAZING: a, % t3LAZINO ARM 03 DIVMED BY'02): SEyECT PACKAGE(Q AA see chart above; lqOTE: OTHER MORH INVOLVED MOTHODS OF DTIG IIdER Cf'i� QUIRElv1FrN'I'S ' ARE AVAII,�ABLL, AM.U8 FOR THIS INFORMATION - HU Q,D TG-INSPECTOR APPROVAL: YES:. NO; q firms.©Q6303e . r :----- !department of 11141uSInal ACCIaenrs Office of Investigations t. 600 Washington Street Boston,M4 02111 www.massgov/dia Workers' Compensation Insurance Affidavit*r Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly dame (Business/Organization'Individual): li(JfA/S (0lIN41 J#S /MNT !?I S Address: iOa S111A 007- bee City/State/Zip: (_ �Nt �� gal/ Phone#: �01)J001/OGI;0 Are pu an employer?Check the-appropriate box: T)'pe of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t ❑ Remodeling ship and have no employees 'These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers'comp. insurance. 9. ❑ Building addition (No workers'comp.insurance 5• ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.], officers have exercised their• . 3.El am a homeowner doing all work right of exemption per MGL. 1 i.❑ Plumbing repairs!or additions myself.[No workers'*cone. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' 13.❑ Other comp.insurance required.] °Any applicant that checks box#1 must also fill out the section below shoaling their workers'compensation policy information: t Homeowners who submit this affidavit indicating they we doing all work and then hire outside contractors must submit a new affidavit indicating such. tContmtors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below Is thepoliay mid job site information. _ Insurance Company Name: 9/S.SHNe� �7P Policy#or Self-ins.Lic.#: WC �.37/. Expiration Date: Job Site Address: .sue City/State/Zip: (:FGitl 1K111 arc 10 Od6,3 oZ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to segue coverage as required under Section 25A.of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or-one-year imprisonment;as well as civil penalties is the form of a_STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy oftbis statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification: I do/rereby rer-ify r he p nd enalties of perjury that the information provided above is true curd correct S i afore: Date: B� Phone#: / _Oy ire d. Official use only Do not write in this area,to be completed by city or town ofik&L 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#:. AGUKM- v1 L-.r S.041-, ■ • ■■......... BAYST-1 05/24/07 THIS CERTOWATE IS ISSUED AS A MATTER OF INFORMATION ldreW G- Gordon, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE t0 Main Street HOLDER THIS CERTIFICATE DOES NOT AMEND.EXTEND OR I Box 299 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ,zweli MA 02061 lone:781-659-2262 Fax:781-659-4725 INSURERS AFFORDING COVERAGE N/IC# s>Rs� Bay state Basement WSRERk Renaissance Group Systems, LLC RSIRER& dba Owens Cornin Finished a Basement Sistem - 60 Shawmut Road MUNRIX Canton MA 02021 • - NSlRER E: )VERAGES TFE POU=CF paRMCEUMM BUM MVE BON W CIO W MIM WI&DAMERMTHE POLICY PHt100 MWW NOtVVfIF6TA OM MIY REOUAAaBdR.TEAM CR CONDMON OF ANY OONMOCr OR OniR DOCUhENTWRH RESPECRTO WMM 7M CBUFrAM MAYBE ISSN OR MAYpEWA*L-pel6lXW10EAFFORDEDBYDEPOLICESDESHB;EMISSUBX-CTTOALLWIERMS.EMLG MMOCONDMONSCFSUp1 paCE&AGGFrzmlE1M18SHOM MAY W VEBEMRECUCEDBYPAIDCWa Tor wnt TYPE OF NgURANc£ POIJG "Mmm 3t 011m wYDDfYY) DATE IpAn EyM(lY EACNBCC RRENCE ; RpA16t3I81/1L LVI8IURY PiEMSES�gccx es ; aAMMADE OOCIR NMEWW9iaopwn,) i PERSMAL&ADVYtRRY GENERALAGGREGAM ; G�►tELwdrIPPLIesPet PRCDU=-cmAv PA" s AUMMOBLB UABURY CO SME UM ; AWN= NLOwiEflAUI06 BODR.YMUM : S0jMtA DAV= tPerowsan) NpµOyyIEDAUfOS - ODAMn�I : GARAGELUBLRiY A=0&Y-EAACCDENf ; ANY EAACC ;ALRO A� AGG _ EX L"MK EACHOOC RRENCE ; OCCM aAW MADE AGGREGATE ; ; DEWCIIBLE ; W0jvMC0 pENM7MAW IORYL1AM18 ER A WC 0371527 05/24/07 05/24/08 El-EAQ)ACC�EHR $1000000 ExciwED? E.L-D -EABFLOYM ;1000000 cwL° DePROVISIOIIS + El DISEASE-POLICYuW Is 1000000 OTHER pEsUtp710N OF OPERATIONS 1 LOCA710NS!VEHK3.MI EXCLUUM ADDED BY F?)DORSBBRt SPECU+LPROVlSlONS CERTWXATE HOLDER - CANCELLATpN ) ISC�.LTi '1i0ULDAWOFIMABMDEMMWP01JMBECANCEUMBE>:MlMEXPRA710N DI►'MV*iEW.7fIFI88lMWWMVLLEI IW=TOIW. 10 MSVMMEN Bay state Basements IX RMIOTMCER FrAMHOUXMNMMTOMUWr.gUtFMAMTODOWSH" for record purposes BBMNOCOLiGIlIMCItWIBLMOFANY1 MUMNrvEMW43kQSAAMNM*R FAMM IML AurIwRD>m RfATrvB Rouse Account ACORD 25.12001108) GACORD CORPORATION IM } d'J .f✓ ^'�� tf',i �✓� e,�•i/''as"Z.3�i 3.''f''> ,✓"'s'�'. - - Boar o ui1ding F egulat- S anc StandarE _- One Ashburton Place- Room 1301 rJ J' Boston. Massachusetts 02108 Home Improvement Contractor Registration " Registration: 137943 Type: Supplement Card Expiration: 1/29/2009 - r OWENS CORNING BASEMENT FINISHING ANTHONY METRANO 60 SHAWMUT PARK CANTON, MA 02021 Update Address and return card.Mark reason for change. Address Renewal Employment ❑ Lost Cal DPS-CAI is 500-07/07-PP�C//8��490��' y ./17P. "i�0'lYG7YE47tl�ilL (���-lL:7JGLf,OLtlu� . Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 'k Registration: 137943 Board of Building Regulations and Standards Ex iration: 1/29/2009 One Ashburton Place Rm 1301 p Boston,Ma.02.108 Type: Supplement Card OWENS CORNING BASEMENT FI NRAb FVETRANO 60 SHAWMUT PARK CANTON,MA 02021 Administrator Not valid NAthout signature . - G+ei�e-�o�nr�mnywreQ/,Cl o��,./�aaac/zuQetla Board of Building Regulations and Standards $ Construction Supervisor License License• CS _98076 Exptration. 2/2/2012 Tr# 98076 Restricfion 00 ANTHONY METRgNO: 246 MEADOW STREET CARVER,MA 02330 Commissioner 5 • 4r, / ppr9 vs 1V V 1 uomract uat6__� ATTACHMENT J — Sales Representljttve gnat _ Customer PhoneSblC — 'Z't yam— S s s Y 10 U 19 19 1/ ,s is 17 is 19 PO 7r 79 14 y p, 48 �" t 1 n ract ce , b. 9r 9s n Off9a �s � ."- _ •f;�YC rir fl•w e � u 41 p u � w 49 so st Bt 0rH es w s7 s0 em 50 ed it 4n L (� i .. �..-. .. �s— wl , Vic- . I -- j --- -- -- -- -- -- - - s �T ,..__ 13 14 - IJ- - - � -- --�- ;. 1 4_1 21 - � I I� 23 ze I ( I --— ol i v 91 .I .�. .� ; /fit Q� �, f '�i •�'' 32 / 34 , r : NOTES — 1. , •Each box equals one loot unless otherwise noted.This sketch is a good faith representation of the work to be done,'it is understood:that all dimensions derived from this sketch are approximate,and that all locations of outlets,light rudures,plugs,jacks and/or switches are subject to change if necessary. REScheck Software.,Version 4.1.3 y Compliance Certificate Project Title: Finished Basement/Family Room Report Date:04/04/08 Data filename:C:\Program Files\Check\REScheck\Untitled.rck Energy Code: 20001ECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 0% Heating Degree Days: 6137 C 'e: Owner/Agent: Designer/Contractor: Qenteville,Bay Lane Anthony Metrano Owens Coming Basement Systems MA 02632 Owens Coming Basement Systems 60 Shawmut Road 60 Shawmut Road Canton,MA 02021 Canton,MA 02021 781 821-0060 781 821-0060 ametrano@ocboston.com . . - Compliance:0.0%Better Than Code Maximum UA:61 Your UA:61 Basement Wall 1:Solid Concrete or Masonry 911 30.0 11.0 27 Wall height:7.5' Depth below-grade:7.0' Insulation-depth:7.0' Door 1:Solid 19 0.490 9 Door 2:Solid 19 0.490' 9 Door 3:Solid 19 0.490 9 Door 4:Solid 20 0.350 - 7 Furnace 1:Forced Hot Air78 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date i Project Title: Finished Basement/Family Room Report date:04/04/08 Data filename:C:\Program Files\Check\REScheck\Untitled.rck Page 1 of 1 Assessor's Office Ost floor Ma Lot d ©4e2 4 Permit#'�2��� -' Conservation Office Oth floor Date Issued o�/, ZZ, "" Board of Health Ord floor - Engineering Dept. Ord floor) House# Planning Dept. (1st floor/School Admin.Bl dg.): erSTAM Xt MAW .� Definitive Plan Approved by Planning,Board 19oe� (Applications processed 8:30-9:30 a.m. &.1:00-2:00 p.m.) . TOWN OF BARNSTABLE Building Permit Application Proiect Street Address 5-:5" Village CJ44 �t /�ss//"I Fire District — 114 Owner Cl t,�, fit°Q� X X Buz. Address - i l Telephone ld V Permit Request: Zoning District Flood Plain C'- Water Protection P Lot Size ?- 3, 0(o 17 Grandfathered Zoning Board of Appeals Authorization Recorded Current Use Pro sed Use Construction Type Existing Information Dwelling Type: Single Family V Two family Multi-family Age of structure Basement type Historic House Finished Old King's Highway Unfinished Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name 1 1.E , ✓4e, Telephone number -7 71 10 Addressed 5 License# �� Sr Home Improvement Contractor# Worker's Compensation # WC( 3,/Z Z Z 0 17 Y-D 13 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. /� / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO/L4*z,*&A4 Pro'ect Cost Fee . SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T 3/20/9 5 - FOR OFFICE USE ONLY 186.069.002 ' I 55 Bay Lane Centerville ADDRESS VILLAGE OWNER Bayside Building Inc. _ DATE OF INSPECTION: < 1 FOUNDATION+ \ r 1 f FRANC INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL t - Z, GAS: ROUGH FINAL , FINAL BUILDING: F , DATE CLOSED OUT: "<s 1 ASSOCIATE PLAN NO. , 9 1 J i I 1 I� i EL og rl Ti I -------- 17 4 � r 4 OF F I3 �I,Y,M, 25ovvl �! U F'f 7'2•12 MAP 106 :.RL. &q•2 6'E,e7%1"=/EO it/ T/may 7-1-IA 7- Tf�� /ovNDAnvc/ .CaC.4T/OiC/ CC�tI-,--,eV/LLE � S�/OWN f�E.2E0�C/COtiI�L YS �/j�y SGA L G—` d I= �D 2:;1,4 7--= Awl. gXIZ2 /S �tloT oc,4 r,�r� Lor 39 Lr�i7'///mac,/ Th�� .CLoa�PG4/.f! ._. -_._. ....._._...�. r-.:. .. - I .. . v, i UA Ty/S .�.C.9�//S i(/aT BASSO l3it/ RAXT.E,Eg iVYE //VST,eU�/�it/T .EEG/SrE-2E4 ,G,�/� SU.e1i6ya� SU,c l/EY Tye OSTE.21i%�l� Ox,cs-E TS Sya1.c%1/S.yoUGr� NOT Q1V '_ k /3A S/D�c /�v/c,aiv6 �o kcc TOWN OF BARNSTABLE 37 . . Permit No. ......:...51..6 .... ` BUILDING DEPARTMENT t 14'n I TOWN OFFICE BUILDING Cash Ml u ` HYANNIS.MASS.02601 Bond .....X......... CERTIFICATE OF USE AND OCCUPANCY Issued to Bayside Building, Inc . Address 55 Bay Lane Centerville, MA USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. July .. .5. ...... ...... .I9..S.5.......... Buildin Inspector ^-,,Z777 �. ,� ,� i1T .T'S:'e1_� --.8"" _ 'L`A"`mn.�_ �:.� t r'S.�^i 5-:'Y, �,m '?.h��r,.`-#::';�'fi'T,•,'-`,>''R:.L'�":`^:44�1J'°"`y,�: TbW N OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT A=Li�6.J69.QQc DATE �' r c h `Q 19 95 PERMIT NO. NQ `37516 APPLICANT t3ri2T1 T. D2Ce f ADDRESS 62 Ferbrook Lane, Centervi�QQ5645 (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO Build dwelling Single family residente NUMBER OF „__j (=) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) 55 Bay Lane, Centerville ZONING DISTRICT (N0.) (STREET) . BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage #95-450 VOLUME AREA OR `�L36 ESTIMATED.COST 1�4,000 FEE MIT $iQ1.15 (CUBIC/SQUARE FEET) OWNER Bayside Building fic. 7 ADDRESS i';10E'T`Jl N BUILDING�f= i BY ' - C THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR .ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE. OF OCCUPANCY IS RE MECHANICAL INST ..,'4 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL s� MINAL INSPECTION TI TO LATHE FINAL INSPECTION. HAS BEEN MADE. •3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBL y e r `^ rsQ - BUILDING I CTION APPROVALS PLUMBING INSPECTION APPROVALS ,re RD�Ep AE 7 1 s �., �4r ppp ARNg� .r �+, 10U.", k�# n� _ t^YA� T s 3 HEATING INSPECTION APPROVALS I. I" T 1 ' Z b'-s 6.'!9 S RD OF -OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION, I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. f 1 '1 I I II I tl _ _ _ - .. f td:.C41'ril�z �s ' l i YID+ wbl 1 j.P4-? L C.F"L.._-._...�j...1 I iI I • � I i � I � 5 L_ 4,y-o,. ----- I � c T V I N V O -71-1n.. I 1��_I O.. I IS'-4••' j'_4•' h\ N N mi tR I db-0 - AT 1 am c tios4 GG3 2054 c Ox 31 a S i 14'-40 rl � ! 77 1 N 1►J fs H LEA 'T EfL �I tin i GARPET TJ, GA2'pET GAR(�E-T ,� + I tn. �•N i C.Q• i I vNV �— I I( 4"CaNC1L 5uac� v I 2I. .7o noor� m� j �' � SVALY lv.. 2 • � �Tta -�.I�GF(ETJ, V I� to � N N I I i J --��- FS q•0 I`� 2td' .. S7 Rat • r�. "t7� 2 c�iTS(.' 211AV IL N L ... ?w pl� ° .._ �: ` I 2-.:�-�s.::x.•�:.<<.Jq.• � coNc .o:Prto�c+_ � i I � fro-4 Z cc3 J7 s. i F3ECj200/^ to • T.V. S /VNe�sE fLn.t N N �I z'• •' i _ _ -]J 1 NY L.'. I ., .:j i i \ _ ::�'•T`�-lZp E D.p C W TO.. O I I Q V — G ru 1 ; 1 TPs 20 Ell Tf- IW- °P t ! t I O �— � B••.Al-L A20UNt� ,p r L J � , I �!'✓- ::.poc+c.E. 2¢., �e o:4^•x-.t�.:.. : 00'1•i N b s ! •$.t�oKy--z-"\it�u s I i le L_ — - )::.... '.- -tom'•�t o.. Fo v T-►:ra�_�-- I � � I I OU£R 12"GUZ Fort dy r>oor7- ;`v l 4- s �L1OGE SHINGLES � � • .. k}.t7 izIDGE PLGN.tC � , SF4L-TAF3.&SPIRALT e+([NC.LES oX PLY SHEATI-IINCs 9t�� 45' -two ta'Fu.2tZ.�i.LCs C ?l�o' - 1 ji 1. .- f � f . _2:'Falrz.FLON SpAGE .. . Ii _� ,. E'UCL.T.O..aLLO\V �j" 'tN�gtlaTl OAJ -. � F t I..t 1�i F•l F LO o(� ` -�L111N LLU./h G U.T TE i��CE'ATSEi=�a- T_KB SOFFIT \VdTy'\lEF�fT�a- - I ` Fh-0&2h">'O. 'TO.P Cl'1VINn0\V F'— - i cA I J ST irG STupS"@ IG" oG. tt�StlLl�T1.ON- u O . r>...x"PLY - y2 /`J ..:..._..._2Erj_GE•p:,otz GLD.P.-cSOL1IZGt5 ':F(Z01Jr �}. nE �, 2 �i � \V.c S11rNGLE:.S.:S1nES..:-A1J'D 2EI5.fZ .., .- F FINt�jF( FLOOfZ. I • ` 5/0-PLY Su v�F c_oorz.. � 2xCo SILL o►a S1I-4..-FttL C3) 2x.1 0'S `� A � :. ,. . , .. ora. Cpuc wsw Cz c.� 4w Y I , 2x(. \�I ALt Wu E lZC �jy-loiJ N - f. III?I o•' P ( 14'•0 Co1�1G2E.TE. \Vt�LLr, Pert 1_ow G i, eft <<ia:,...'?��'G`<?. i;. •i.;: �� l Co..x .. o I N �--�� BAYS nE r::!>U tL01NG Co IN -. 1Tej �a"...C.o/r�7Aer Ganve� �t 2'-'0 CENTe=RVCL�E MASS -- SCALE:a�p c I`•d' APPROVED BY: -- -'. Do— DATE: RF.�- Assessors Office 1st floor Map 'Lot 06 ` Odd, Permit# ' Conservation Office 4th floor �-/ ® Date Issued S Board of Health Ord floor Engineering Dept. Ord floor) House# S� Q�� ,_e �1 A, vim' 9� ` h rl' Planning Dept. (1st floor/School Admin.Bids.): �`...,'�.' � � s RAMNrANX � Definitive Plan Approved by Planning Board 19 (Applications processed 8:30-9:30 a.m.& 1:00-2:00 p.m.) TOWN OF BARN �STABL E r Building Permit Application Pro'ect Street Address yala " Village Fire District Owner Address Telephone `7 -7 L� Permit Request:. e uest: /G Zoning District Flood Plain C Water Protection P Lot Size , rl Grandfathered Zoning Board of Appgals Authorization Recorded Current Use f �,� ,y7,/ Proposed Use �it Construction Type /�� t ��iftl(— Existing Information Dwelling Type: Single Familv Two family Multi-family Age of structu � 74 Basement type Historic House Finished Old King's Highway Unfinished Number of Baths No.of Bedrooms Total Room Count(not including baths) �ry� First Floor Heat Type and Fuel,APA.0 !.C/�( e& Central Air Y 7 L�P-O Fireplaces Garage: Detached Other Detached Structures: Pool --- Attached / C'6" Barn None Sheds Other Builder Information Name ( - Telephone number - -//— 0 lU Q5 Address License# Q 56 y5 Home Improvement Contractor# Worker's Compgusation # (I)CI 3/2--�2--1® l 77 d 9 3 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOA�G;Lidrw 36 ' Proiect Cost R Fee a S SIGNA 6i;DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T 3/2 0/9 5 37516 FOR OFFICE USE ONLY - "* 186.069.002 + 55 Bay Lane Centerville ADDRESS VILLAGE Bayside •Building, Inc. OWNER f - - F 1 DATE OF INSPECTION: FOUNDATION-, FRAME INSULATION 'FIREPLACE ELECTRICAL: ROUGH FINAL - " PLUMBING: ROUGH FINAL GAS:. ROUGH FINAL FINAL BUILDING: DATE CLOSED OUT: • p _ • F , ASSOCIATE PLAN NO. - + COMMONWEALTH DEPARTMENT OF PUBLIC SAFETYropOaiQOI/�A� OF ONE ASHBORTON PLACE { MASSACHUSETTS LICENSE CAUTION EXPIRATION DATE CONSTR. SUPERVISOR 04/19/19 96 EFFECTIVE DATE LIC-NO. FOR PROTECTION AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB NONE r-1:F"r' 06/30/1993 005645 PRINT IN APPROPRIATE 10 BOX ON LICENSE. € BRIAN T DACE,Y 0 62 FERBR OOK LANE � BLASTING OPERATORS m CENTERVILL MA 02632 MUST INCLUDE PHOTO. r PHOTO(BLASTING OPR ONLY FFF•o.O � + TTY7 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY HEIGHT: STAMPED-OR-SIGNA/OFOMMISSIONER ' a` 2 2 1993 THIS DOCUMENT MUST BE « SIGN NAME IN FULL ABOVE SIGNATURE LINE - CARRIED ON THE PERSON OF IGNATURE OF LICENSEE \/ //11���� THE HOLDER WHEN EN 1 OTHERS-RIGHT THUMB PRINT GAGED IN THIS OCCUPATION. DRr s.ER � �, c COMMO TH OF MASSACHUSETTS .c E --`c LQ DEFAJUNI E T OF INDUSTRIAL ACCIDENTS 600 WASHINGTON STREET fames.: GanDoel: BOSTON, MASSACHUSETZS 02111 for,n ssrone WORKERS' COUTENSATION INSURANCE AFFIDAVIT 0iccnscc/permittcc) with a principal place of business/residence at: (Ciry/Sutemp) do hereby cerrify, under the pains and penalties of perjury,thar. [] l am an employer providing the following workers' compensation coverage for my employees working on this job. Insurance Company Policy Number. [J 1 am a sole proprietor and hzwe no one working for me. [ J 1 am a sole propricror, ncral eontaaor r homeowner (eirde onc) and have hired the eontnaors listed below who have the following woe ers compensation insurance policies: "• Name of Conrraaor Insurance Company/Policy Number .. Name of Contactor Insurance Company/Policy Number Name of Contactor Insurance Company/Policy Number 0 lam a homeowner performing all the work myself. NOT )'lease be aware t 3t wbile bomeowners wito emniov persons`-to do muntensner. construction or rrpair work on a 0wriiint of not more thu: three units in Which the isomto wncr aiso.residu or on the Frounas appurtrnant thereto arc ant reoerzu% considered to be emoioyers under the Wori cn' Comornsauon Act (GL C 152.Sect. 1(5)), appiiation by a homeowner for a license or perintt may mcitoce thr irpl sure of an cmpiover under the Workers' Compcnutioa Act 1 undcsstand cast : coo,of this stat=nant will be forwarccd ro the Dcou-ncnt of lndusmal ArAdcna' Ofncc of lmuranc for cm�r vrnnu:ton anc ace: iaiiurc to iccure cm•Ye:u rr c as euircc unoc Sccmon 25A'of�1GL 15= can lead to the imposition of e=.: &. per aJrscs eenstsnne of: line of tit: to S1500.00 andior imprison. r.t of up to one yn and 0%-u penalties in the form of a Stop'Wo'x Dme' and a fine of S100.C.0 a day a.[a:ns: me. r SUBCONTRACTOR'S INSURANCE ENGINEEER: BAXTER & NYE ENG: LIBERTY MUTUAL = WC1312595563023 FIREMENS FUND - S30MXX80564866 EXCAVATION & SEPTIC: DRISCOLL, JJ: U S F .& G - 7708711916 ARBELLA - Q3N 088 130-01 FOUNDATION: BAYSIDE FOUNDATIONS: LIBERTY MUTUAL - WC1312201785044 COMMERCIAL UNION - ABR406267 CELLAR/GARAGE FLOORS: MICHAEL BROWN: AETNA - MP0023672849 FRAMERS: ROBERT DORRER: AETNA - 006CO022382785 TRAVELERS - BINDER22267 MICHAEL DUFFLEY: COMMERCIAL UNION - NBSF529312 ROOFER & SIDEWALL: JOHN MEE: TRAVELERS - 6NUB448K275894 AMERICAN STATES - 01CD1486783 MASON: SHERMAN, WAYNE: WAUSAU INS - 151200082284 COMMERCE INS CO 561446 ELECTRICIAN: CHAVES ELECTRIC: HANOVER INS. - LHN2964649 MISCELL. INS CO - 070.8878 91 1 ` PLUMB & HEAT: WHITELY PLUMBING: FIDELITY CASUALTY- 28C884837393J TRAVELERS - 660365K1782COF9 ALARM SYSTEM: BALTIC SECURITY SYS COMMERCIAL UNION - CB0743379 FIRST FINANCIAL - C400834 CENTRAL VAC: VACUUM HOUSE: MERRIMACK MUTUAL - SBP1608045 INSULATION: MAP INSULATION: U S F & G - 7711099924 AMERICAN STATES - 02CC326435-3 SHEETROCK: MEL REED: COMMERCIAL UNION - CBH557387 WORCESTER INS - CB817530 r INTERIOR TRIM: DAVID'S REMODELING: COMMERCIAL UNION - NBSF529312 DAVID BIK: TRAVELERS - 176K337-8-92 OAK INSTALLER: ROBERT BUDDEN: NORTHERN ASSUR. NBF528652 PAINTING: CAMPBELL PAINTING: TRAVELERS 1680251K4083 AMERICAN POLICY - WWCC 186604 ROUSSEAU, AL MERCHANTS MUTUAL - 8CM0278570179 . GARAGE DOORS: ALL CAPE GARAGE DOOR: COMMERCIAL UNION •= CB94H573757 U S F & G - BSC140373112 STORMS & GUTTERS: ALUMINUM PRODUCTS: AETNA - JC89258880 'MP0021014146 OAK FINISHER: AMERICAN FLOORS: TRAVELERS - 680666J6757 CARPET, VINYL & TILE: CARPET BARN: PHOENIX INS. - 6NUB476J652794 ,VERMONT MUTUAL " SBP6507393 WIRE SHELVING: CAPE COD CLOSETS: U S F & G - BSC146687024 APPLIANCES: KITCHEN APPL MART: HARTFORD INS CO - 067133R NEW LONDON 1SR27039 MIRRORS &SHOWER DOORS: L & M GLASS: U S F & G - 0714349925 FIREMENS FUND - MXX80562243 LANDSCAPE & SPRINKLER: COY'S BROOK: CIGNA COMPANIES C40216339 ARBELLA' MUTUAL ABR143850 DRIVEWAYS: NORTHERN SEALCOAT: THE PHOENIX - 387K530A MARYLAND CASUALTY- EPA18716945 I 9/15/09 Jeff. The woman who called in the dust and noise complaint at 55 Bay7 Ctry actually had many complaints, from too much work going on there to taking too long to complete the work, workers incompetent, not using a water saw to cut the slate tiles for around the pool, landscaper called her rude, owner ignores her, you get the idea. Anyhow, I didn't ask her name or address but she volunteered that she ran a B&B and gave tennis lessons sometimes. When I FINALLY got off the phone, Ellen in Health said the woman had called her earlier to make complaints about the quality of the air and how difficult it was to breath, cough, cough. Ellen had her name, Carolyn Koonce, and address, 796 So Main St, Ctrv. The woman wanted you to call her back right after you went to 55 Bay Lane. I told her that would not happen. She is going to call you in the morning to find out the results of your drop-by. Good Luck. She was crying when she spoke with Ellen and on the verge of tears with me. What could she do? Did she have to move?? Anyhow, be prepared for a LOOOOONNNNGGGG conversation. Erni j 3P C��aN I' .644411� �6 G2� AN b ��n a o�' O�S��!!C ��tc.Essr�/E Con�sTR-uc-ri o a POt1,u-77vrj . v. alF i ! •- q t vsi gWIWAM NYEtt �A ' /f o. 193looe 3 O OF P �1 a suu vas 1-1- \N t1 a 9� Lau �A--t NO. 29733 G IZ U�V 17 OT JA I I r Q63 N I . • <� I i,-� �.�S C:i z.. �l l LUG!� .,.. •. .'yam ���•:,a ! EG NAa1r14,,lN, � s tU `. 1114 NV vx 1 I►NV, e► t\ 5 PLC U. 14, t . ^ i 5 2•. �i 4_ A w .. . 4.40 Oc C.) 3j. ; Pam(', l�us� T -- L..> t2c-F :�c :-Ak T H s 1-+)Vvu �Ey-,E0rj (3:" MP wtT'W nic -o Luc ~ mot A-ti r) set' 0-oN c1C. yam. �c..�� PL Ft U ►�fr�es-=r� LAL-)p L SCD �Y ]"AUFSLTS S1- yv NC)T vI L1✓)�(„ ra r •Q►- 40' / A—FRAME DETAIL DECK SUPPORT DETAIL k X h RG' TYPICAL S►aR7 DRAM 2'-6' A FRME MANDATORY ROPE AND 6' BRACE FLOAT 12 INCHES 12' FROM SLOPE CHANGE X 4 7' PANEL l PAWL 61 2—6' LaMORAM STAKE 34' 6'--� M WTAL NOTE, 1) DEPTH AND SHAPE OF POOL MEETS MINIMUM STANDARDS OF THE INTERNATIONAL RESIDENTIAL CODE 2006 AG103,1 (ANSI/NSPI-5) FOR RESIDENTIAL USE, FINISHED FINISHED �- PANEL 2)A MEANS OF EGRESS FOR BOTH THE DEEP END AND THE 3'-4• DEPTH 6' DEPTH 3 1-_6•- HEIGHT SHALLOW END OF THE POOL MUST BE PROVIDED AS REQUIRED BY ANSI/NSPI-5 SECTION-6, 3) BUILDER TO PROVIDE A MEANS OF EQUIPOTENTIAL BONDING IN ACCORDANCE WITH NEC SECTION 680, 4) ALL A—FRAME BRACES WILL BE MOUNDED WITH A 6' 10, 21'-6' MINIMUM OF (1) CUBIC FOOT OF CONCRETE, OR A 6' 2'-61 POURED C❑NTINU❑US CONCRETE PERIMETER COLLAR. 5)'N❑ DIVING' LABELS TO BE INSTALLED AROUND PERIMETER 2 INCHES OF THE POOL, SAND OR 6)ENTRAPMENT AV❑IDANCE MUST BE INSTALLLED IN ACCORDANCE VERMICULITE WITH NATIONAL STANDARD PLUMBING CODE SECTION 7,23, I INTERNATIONAL SWIMMING POOLS NOTES SWIMMING POOLS ARE DANGEROUS WHEN USED IMPROPERLY. NEVER DIVE IN THE SHALLOW END OF ANY POOL, CONSULT WITH THE DIVING BOARD AND SLIDE j MANUFACTURER(S) AND THE NATIONAL SPA AND POOL INSTITUTE C2111 EISENHOWER AVENUE ALEXANDRIA, VA 22314 (703-838—OOB3)PR10R TO INSTALLING DIVING BOARDS AND/OR SLIDES ON I N T E R P ❑ ❑ j THIS POOL TO ENSURE THE POOL MEETS THE EQUIPMENT MANUFACTURERS MINIMUM STANDARDS FOR ALLOWABLE INSTALLATION OF THEIR PRODUCTS) ON THIS POOL, INTERNATIONAL SWIMMING POOLS IS 12" X 4 0' RECTANGLE NOT RESPONSIBLE FOR THE POOL'S INTERIOR DETAIL, RATHER THE LINER MANUFACTURER MUST ENSURE j THE INTERIOR MEETS N. S. P. I, AND A. N, S. I. STANDARDS, IT IS THE RESPONSIBILITY OF POOL BUILDERS, TOWN OFFICIALS AND POOL OWNERS TO FOLLOW ALL SAFETY GUIDELINES OF THE N. S. P. I. , LOCAL DATES 07/07/09 SCALEiNONE ORDINANCES, AND EQUIPMENT MANUFACTURERS. DRAWN BYi P,T. ACADREF,SHRT1240 r BILL OF MATERIALS s' e' s' e' s' QTY, DESCRIPTI❑N (1) 2' STRAIGHT PANEL 6' RAI). FILLER TYPICAL (3) 6' STRAIGHT PANELS 6' (3) PLACES 6' (9) 8' STAIGHT PANELS (3) 6- RADIUS CORNER FILLERS 6' (3) 90 DEGREE VERTICAL FILLERS (1) 6' X 6' INSIDE REVERSE STEEL g' 6' at s' 2' 6' X 6' INSIDE STEP (REFER TO CVSTPSCP DWG. REVERSE STEP FOR B.❑,M,) 90 DEGREE VERTICAL FILLER SYSTEM TYPICAL (3) PLACES 41'-9j' INTERP ❑ ❑ L 12' X 40' RECTANGLE STRUCTURAL P.E. REVIEW SEAL DATES 07/07/09 SCALES N❑NE VOID WITHOUT SIGNATURE AND RAISED SEAL NOT FOR USE IN MASTER PERMIT APPLICATIONS DRAWN BYi P.T. ACADREFi SHRT1240 1 ISSUE#: 29-6304 DATE:07/15/09 EXPIRATION DATE:06/30/10 SEAL IS APPLICABLE FOR: D. Coyle 55 Bay Lane Osterville.MA 02655 STRUCTURALLY COMPLIANT WITH THE BOCA(1999): SBCCI(1999). UBC(1997). NSPI-5(1995), MA BUILDING CODE(7th Edition)AND NATIONALLY ACCEPTED IBC/IRC(2000 thru 2006)CODES efr'0.e,Aa4 1. tip, p` WIWAM r � v NYE y o. 19334 O PETER suuIVA�r �-�- �.3u ID y L- y No. 28733 �.n - IJ�V ►i/( ►.!` Z C� fN +rV�► EK I S n V t3 L.rjG- r-" M �`��.-� • P. I111 r e. y. : , -ILI t .0 I15 Nv IL 3 !Z .v Al Zr E1'I l/, 4 U = e.1,0 C U s VU A- t. G— Z M I i, � 5 PGA.% �- L:, �Z.�_�P �'c_•� _ � .��"1"�,�/ SCALE o N c M P L 5 \/I-� C -��I r.J C^ �( 1� ��E c l Qom?L3�p5-Tr�l LA�,L-)p �G _ is P U l 5 W-T �1�5 ap v u,t�-r' u . L �/ LLB /� s REVISIONS: LOCUS INFORMATION NO. DATE DESC. N 1 — �,~ CURRENT OWNER: CORMAC COYLE OVERLAY DISTRICT: NONE — 9 TITLE REFERENCE: CERT. 137692 NITROGEN SENSITIVE — '�Y y ZONE: NOT IN A ZONE II 'pi LOCu PLAN REFERENCE: L.C. 8884—U FEMA FLOOD ZONE DISTRICT: "C", DATED 7/2/92 — ,GN ASSESSORS MAP: 186 PANEL #250001 0016 D — `pA+� PARCEL: 69-2 9l MINIMUM LOT SIZE: 43,560 S.F. — �,N� ZONING DISTRICT: RD-1 EXISTING LOT SIZE: 23,067±S.F. SETBACKS: FRONT 30 WV7MWEE HAAW R SIDE 10' REAR 10' LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. CRNOA .. FIELD Na 38 M La N/F LESLIE SCHOENHERR ' Q- a 3e o ASSESSORS MAP 186 _ PROFE SIONAL LAND SURVEYOR DATE PARCEL 74-2 --—•——— �� �9.5'20 E 4 j W -- �Y :- �� �q CERTIFIED SDISKET 9'�*� 120� NS6.3514'E 93.16 PLOT PLAN o *� 01P "00 / • � ��� _�--s WITH cN7, / ` DISK .3�•4p"E 44.60' R-2s,00 i SET 10. N79 -- � / N,4r , PROPOSED DISK SET /000' N/F ADDITION & POOL CORMAC COYLE ' ASSESSORS MAP 186 PARCEL 69 2 AND PROPOSED -- SEPTIC RESERVE s� 1 AT #55 �-- BAY LANE IN A a DISK ,SET _ _ V CENTERVILLE , , z N J g.2 131 0 14.0 MASSAC H U SETTS $d 14.2 5.8 N� FREDERICK W. WATERMAN � � � ASSESSOR.SORs• MAP 1�86 a (BARNSTABLE COUNTY) ASSESSORS MAP 186 EXISTING DISK PARCEL 80 2 STORY SET PARCEL 69-1 WOOD FRAME x a 5 HOUSE #5 • w N 42.2 JULY 309 2009 x CHIMNEY 14.2 /o BULKHEAD 15 0 PROPOSED DECK PROPOSED 12'X15' _ x ADDITION TO BE CONSYRUCTED SONO-TUBES ON w OS v PREPARED FOR. kn xZ DR. CORMAC COYLE �E H9.14 55 BAY LANE CENTERVILLE, MA 02632 _ — 15 PROPOSED 16.2' x 12'x40' PODBSC a CB DH 349 Route 28,Unit D / FNo ' ^ Kam*FE"CE DISK West Yarmouth, Massadwsetts STDC 60.99 SET 02673 N OJ' s 508 778 8919 CAROLYN S. KOONCE TR. CBjp DH N/F ASSESSORS MAP 185 M/RGARET J. DESMOND © 2009 The BSC Group, Inc. PARCEL. 8 ASSESSORS MAP 185 PARCEL 8 SCALE: 1" 20' 0 2.5 5 10 rctaes iiiiiii tN a`'INss'c 0 10 20 40 nu ti YEABATIAN PROD. MGR.: CRAIG FIELD FIELD: P. HAGIST �o CALC./DESIGN: K. HEALY �Fss� DRAWN: K. HEALY 1 -3o -o9 CHECK: CRAIG FIELD FILE: 9424-STK.DWG G. NO: 5964-01 JOB. NO: 4-9424.00 SHEET 1 OF 1 REVISIONS: LOCUS INF CRMATION NO. DATE DESC. N 1 . 8/14/09 ADD NEW POOL �~ CURRENT OWNER: CORMAC COYLE OVERLAY DISTRICT: NONE _ ? TITLE REFERENCE: CERT. NITROGEN SENSITIVE 137692 — °s GtiF �• ZONE: NOT IN A ZONE II op, LOCU PLAN REFERENCE: L.C. 8884—U FEMA FLOOD — RO ZONE DISTRICT: -C", DATED 7/2/92 Bhp& ASSESSORS MAP: 186 PANEL #250001 0016 D PARCEL: 69-2 — N so, MINIMUM LOT SIZE: 43,560 S.F. — �a ZONING DISTRICT: RD-1 EXISTING LOT SIZE: 23,067±S.F. SETBACKS: FRONT 30' CENMRWLE HAAVM SIDE 10' REAR 10' LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. OF CRMO/l FEW Nm 38= U0 LESLIE SCHOENHERR �• '� ���y/ ��T ASSESSORS MAP 186 PARCEL 74-2 PROFS SIONAL LAND SURVEYOR DATE �.--— — — "-'- 23g� s'945.20E �30' :- ,��• Y CERTIFIED DE N69�6 / 14 4320� N86 3514E 93.16 , '�q�9 � '- & PLOT PLAN .110 WITH // � / DISK �E 4.4.60' R-25. 8ps. 000, fT ?• - "79�31 = �T PROPOSED I f nr�4�,�o•w / CORMAC COYLE ADDITION ' ASSESSORS MAP 186 / PARCEL 69-2 AND 23,067tS.F. PROPOSED i 40SEPTIC RESERVE 55 � 9< BAY LANE N DISK , I SET 1 CENTERVILLE Z 'Ag.2' 131 0 14.0 x QO 14. 5.8 � MAS SAC H U S ETTS 20 3' $ 2'!� FREDERICK W WATERMAN JAMEs F POWERS 4 (BARNSTABLE COUNTY) ASSESSORS MAP 186 o EXISTING N DISK ASSESSORS MAP 186 PARCEL 80 1� 2 STORY SET PARCEL 69-1 WOOD FRAME HOUSE *55 21 W w N 42.2 JULY A 2009 N X CHIMNEY 14 2'o f o BULKHEAD /j 15.0 PROPOSED DECK PROPOSED 12'X15' ADDITION TO BE + K CONSTRUCTED ON S N� SONG—TUBES Q u j XA, PREPARED FOR DR. CORMAC COYLE Exls 55 BAY LANE N m CENTERVILLE, MA 02632 x= h o � EXISTING 15 g. X STEEL FRAME 12'x40' POOL BSC 1`�1 %DH ti s 349 Route 28,Unit D F D e',�,�30• ,� West Yarmouth, Massachusetts STpCKA FEµCE 'ISK os. 578�.�= g0.g9' `SET 02673 N/P 508 778 8919 CAROLYN S. KOONCE TR. CB/DH N/F ASSESSORS MAP 185 D MARGARET J. DESMOND © 2009 The BSC Group, Inc. PARCEL 6 ASSESSORS MAP 185 PARCEL 8 ; SCALE: 1" = 20' `v 0 2.5 5 10 ins 0 10 20 40 Fw PROD. MGR.: CRAIG FIELD FIELD: P. HAGIST v CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: CRAIG FIELD FILE: 9424-AB.DWG DWG. NO: 5964-02 SHEET 1 OF 1 JOB. NO: 4-9424.00