Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0181 SEAPUIT ROAD
1��� S��p� ��- ��- _ _ _ -_� �... __ _ �- - � __ _ L� Town of Barnstable Building Department - 200 Main Street BARNSTAsLE. * Hyannis, MA 02601 9 MASS �508) 862-4038 163 '9 ArFO�A Certificate of Occupa- ncy Application Number: 201101976 CO Number: 20120077 Parcel ID: 095013006 CO Issue Date: 07106/12 Location: 181 SEAPUIT ROAD Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: OSTERVILLE Gen Contractor: HOSTETTER,ADAM Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: -7/6/iZ i. Buil�,/W4rnent Signature Date Signed �IKETp� TOWN OF BARNSTABLE _. Application Ref: 201101976 ng Permi BARNSTABLE, Issue Date: 05/25/11 t. MASS. 9�Ar�1 3�A�� Applicant: HOSTETTER,ADAM Permit Number: B 20111033 Proposed Use: DEVELOPABLE LAND Expiration Date: 11/22/11 Location 181 SEAPUIT ROAD Zoning District RF-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 095013006 Permit Fee$ 4,590.00 Contractor HOSTETTER,ADAM Village OSTERVILLE App Fee$ 100.00 License Num 152124 Est Construction Cost$ 900,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A NEW 6 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SEAPUIT HARBORS, LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 191 SCUDDER ROAD INSPECTION HAS BEEN MADE. OSTERVILLE, MA 02655 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR AN ART THCO TH TEMPORARILY OR PERMANENTLY. ENCROACH EM ENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING .,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY 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 FOUR CALL—INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: I.FOUNDATION-OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). POST THIS . . D e THAT IS VISIBLE FROM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 />~,6cJl S//,z �p�✓�oi� c 2�!1 / D� ��o`��� 3 3o DF'rYSV 1 Heating Inspection Approvals Engineering Dept J �c� Fire De � t / G 2 rd of ealth 5^ C.I 0 �d�s /1 C0/VI 1Jl .2 0�.2 SEApUIT gyp , N BUILDING LOCATION PLAN m Ln FO R 48.18' tu 151 5EAPUIT RD., 05TERVILLE, MA r- Q PREPARED FOR 4k U JAMES GEARIN 0- n 5CA : DATE: DRAWN BY: J I " = 100' 07-02-201 2 TMW 1 < JOB NUMBER: REV15ION: 5HEIET NUMBER: 1 1 -00 Q CPP-3 o WELLER t- ASSOCIATES lf7 I G45 FALMOUTH RD.,SUITE 4C—P.O.BOX 417 CENTERVILLE,MA 02632 0 W 2 WINDY WAY,#232 NANTUCKET,MA 02554 W Lu TELEPHONE 4 FAX:(508)775-0735 W to W EMAIL: trisweller@comrast.net � O Q REGISTERED LAND 5URVEYOR5 4 ENVIROMENTAL CONSULTANTS W O NOTE: 5ETBACK5 TO POOL * HOT TUB ARE TO IN51DE FACE @ WATER LINE. 107.82' 00 h' LOT I G 3 38O 00 1 9587I .G S.F. o� CB FND `342 9' 00 / i g 46 POOL 1 5.2' 0. HOT TUB / I 40 1 CO / 1 I 1 CB O� FIND / 1 1 s N W, tiN 1 1 RU BA ' i U .3 791 177.30' N�SS �p ^l - Z• l 1L Traverse PC Town of Barnstable o� Building Department - 200 Main Street BARNSTABLE, = Hyannis, MA 02601 9 MASS, g (5081862-4038 4j 1639- �� Certificate of Occupancy Temporary Application 201101976 CO Number: 20120074 Parcel ID: 095013006 CO Issue Date: 07/02/12 Location: 181 SEAPUIT ROAD Zoning Classification: RESIDENCE F-1 DISTRICT Owner: SEAPUIT HARBORS, LLC Proposed Use: DEVELOPABLE LAND 191 SCUDDER ROAD - - OSTERVILLE, MA 02655 Village: OSTERVILLE Gen Contractor: HOSTETTER,ADAM Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: EXPIRES 30 DAYS 08/02/12 Building Department Signature Date Signed Expiration Date I o�TME' Town of Barnstable Regulatory Services KAM 'g Thomas F.Geiler,Director s639. �0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 e I Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize salt ✓�, 1`f ti to act on my behalf in all matters relative to work authorized by this building permit I 054ro`/t (Address of job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant �� 5 e,4/u Print Name Print Name Date Q TO RMS:O W NERPERMIS S IONP OOLS 'Town of Barnstable Reg tato*ry Services Thomas F. Geller,Director Lbs� •�� �` Building Division RFD µA{ Tom Perry, Building Commissioner 200 Main-Strcct;_$ysuis,MA_02601 _ Www.to wn-b arnstab l e-ma_us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LIMISx E'x>;Iv MON Pletre Print DATE JOB LOCATION: number strrxt • village "HO1viFAVJNER": . name, home phone# work phone# CURRENT)AAH-No ADDRESS: Y�towo state zip code T r,current exemption for"homeowners"was extended to include owner-occnoicd dwellines of six tmitS or Iess and to allow homeowners to engage an individual for hire who does not possess a license,Provided that the owner acts as supervisor. DEFUiIITON OF HONt&OwXER Persoa(s)who owns a parcel of land an which helsbe resides or intends to reside, an which there is, or is mtmded to be, a one or two-family dwelling, attachod or detached structturs accessory to such use and/or farm structtses. A person who constrgcts more than tine home in a two-year period shall not be consi.derod a homeowner. Such "homeowner"shall submit to the BuDdiag Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work PcrCnrmed Tinder the buildiner permit (Section 109.1.1) 21ic undersigned"homeowner"-assumcs responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homteownMe'=ific:s that.he/she understands the Town of Barnstable Building Department minirrnrm inspection procedM= and requirements and that he/she will comply with said procedures and rGgT*irernents. Signature of Homeownerr Approval ofBulding Of aW , Notc: Three-famil dwel lings Lungs cont�35,000 cubic feet or larger wi71 be required to comply with the State Building Code Section 127.0 Constrmction Control. HOAMOWNER'S=Mmbx -The Code sues that "Any bomeowaer paiatming work for which a building permit is rcquircd shaii be cxiaipt from the provision.; this secti P.(Section 109.1.1 -Liccrrsiiig of cm uetion Supervisorr);provided that if the hom=—V5Mer engagss a parson(s)for hire to do such roil; that such Homeowner sb4 act as supervisor" k�arry homeowners who use this czrarption are unaaart that they art assuming[hc responsibilities of a supervisor(sec Appendix Q, .ulcs&Regulations for.U=nsing Coa.sbvetion Supervisors,Section 2.15) This lack of awartr=bfter results in serious problems,particularly }ran the homeowner hires unlicennd pmTwm In.this case,our BCIUr cannot proceed against the unlicensed person as it t�rould with P H=nsed Jpaviscr. The homeowocr acting as Supervisor is ultimatr.Iy ruponsible. To ensure that the homeowner is fuI1y aware of histhe•iupoanbilitia,marry communities Mquirt,as part of the permit appication, at the homeowner certify that liclshe undastaads the responsrbilitiet of a Supervisor. On the last page of this issue is a form curttritly used by venal towns. You may care t amend and adopt sueb a fmTn/=rtification for use in your community, `orrns:hom=xcmpt I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map "` Parce 1 ", Application #--cQ6 1 5, HealthDivision Date Issued L Conservation Division s Bpi } �—n— � �1e r��Q "�S� �(, Application Fee Planning Dept. ' Permit Fee -,;; .0o Date Definitive Plan Approved by Planning Board I1 J till Historic- OKH Preservation/Hyannis Project Street Address ` SAD U\+ Village ( Owner -J Gt/6i_,P _S 52> QO �JZ A� a Address 19I SG udGL!/L/ V�� o,S�2eU1!! Telephone ED 33 Permit Request I m c-no-uwdl Now L 1 61° x,3/.' LoAAA Ei -SCj w!t Q7 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay o Project Valuati 36) � � W( Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family J Two Family Cl Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (s'q ft) :c _- o Number of Baths: Full: existing new Half: existing c'' new _, e-) Number of Bedrooms: existing _new , + Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric O Other �fl ao Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal sto"ye: gWes ❑ No g`Y.3� ' 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 0 Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 5 fAl'MM teyc, 001 OL SPa bt-s11.4 Telephone Number p Address / o D Ag Wit W.,License # Home Improvement Contractor# �ov�t Worker's Compensation # a ( 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Q UAiA -Le.A _ SIGNATURE DATE i ( FOR OFFICIAL USE ONLY L x APPLICATION# ' DATE ISSUED i° A F •°MAP/PARCEL NO ADDRESS' VILLAGE OWNER DATE OF INSPECTION: FOUNDATION eU '. I M ' FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL' .-FINAL BUILDING_ '6-lu coo 71tift. , DATE CLOSED OUT ASSOCIATION PLAN NO. ' s The Commonwealth of MaNsachuseas Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AM 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Busineess/Organization/lndivi&mi): N\1 AJ Gt l O� L LS? Address: City/State/Zip:W k O t�- m_� Phone#: $ -Z T 5 — a1(�� Are you an employer? C eck the appropriate box: 1. am a employer with 4. ❑ I am a general contractor and I Type of project(required): employees(full and/or part-time).* have hired the sub-contractors 6• ❑New construction 2.01 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling, . ship and have no employees These sub-contractors have g ❑Demolitiori`f working forme in any capacity. employees and have workers' [No workers' comp. insgr•ar,Ce comp,insurance.# 9. ❑Building addition required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11. Plumbing myself. ❑ g repairs or additions y [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required] t c. 152, §1(4), and we have no ❑ employees. [No workers' 13•0 Other comp,insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'co ensatioa oli cy informt Homeowners who submit this affidavit indicating they are doing all work and then hire outside ontractors must submit aaanew affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number, I an employer that is providing workers'compensa information. tion insurance for my employees. Below is the poficy and job site Insurance Company Name: T �\ -�Q Policy#or Self-ins.Lic.#: D H 17?1e7 cc -- Expiration Date: '/� Job Site Address: I g S t A101 1 V X RQ�� City/State/Zip: 6&�Q V f L tc � "` eL- - Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration da e). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties t a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify nder the pains and penalties of perjury that the information provided above is true and correct Si afore: / d / I Date: Phone#: C SW S 1 —J-I5— Official use only. Do not write in this area to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INSURANCE PATE(MMIDDNWYI 11/07/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL , the po cy lee mMat e e4doraid. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement an this certificate does not confer rights to the certificate holder In lieu of auch endorsQmont(S)- PRODUCER Schle"I 6 Schlegel Insurance Brokers Inc PHONE PA 3A MAIN STREET _M9 (508) 771 - 8381 agNol:(508) 771 - 0663 WL ADDRESS: PRODUCER CUSTOMER ID d: West Yarmouth, MA 02673 INSURERS)AFFORDING COVERAGE NAIC0 INSURED DZURERACOLONY INSURANCE Steven M Seana Dba Swimming Pool And Spa Design — MURERBGRANITE STATE 12 Enterprise Rd INSURER G INSURER D: Ry rf&i&, MA 02601 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCEO BY PAID CLAIMS. I.um L TYPE OF INBLRLANCE L PbL ... INSR WYD POLICYNUMBER (MWDDNTYY) (MMIDONY" LIMrrS A CENERALLIABIUTY GL3818754 10/25/201 10/25/2012 EACH OCCURRENCE u_ s1,000,000 ]( I COMMERCUILGENERALUABairr PREMISES Eawcumme $100,000 cL-NS-MADE a occuR MEOEXP(AAvonSPwwn) $5,000 PERBONAL&AOV INJURY S1,000,000 GENERAL AGGREGATE S3,OOD,000 GEM AGGREGATE LIA1rr APPLIES PER: PRODUCTS-COMPMP^00 v 1' 000,0-0 PR POLICY 17 7ECD•T AUTOMOBILE LIABILITY coMeINEO sitNCLELIMIT ANY AUTO (Ea aoaldellr) L~ ! S � Q ALL OWNED AUTO$ 8001LY MJURY�e'r peleon) S 1 , aCHEDIAED AUT03 BODILY INJURY leer acaileal) I PROPERTY OAMgOE HIRED AUTOS �V aT,rJderU NO%WVVNEDAUTOS UMBRELLA,UAB :OCCUR EAr:H000URRENCE 8 I n EXCESS UAB CLAIMS-MADE AGGREGATE S DEDUCTIBLE $ RETENTION 5 S $ AORNERseERS,LlA�ON WC-0417767 11/0S/201 11/05/2012 X ^v- OTW AND eL,.wTERs•LIABIUYY r r N roRr lDAne ER ANY FROPRIETT)R EXCUJoCoq CLJr1VE EL EACH AcaoEHT s 100,000 OFFICQm In NER FXClUDC07 ❑ NIA (Mandorory U NN) Dy�.leaOmaw,aer E.L.DISEASE-EA061PLOVEE 1: 100,000 DESCRIPTION O�OPERATIONS bW,. ELOISEASE•POUCYLarr Is 500,000 DE8CRIPTtOIIaFOPERATIOMrLOCAT10Na/VEHIeLAs(ADaLh ACOAosdT.AddRIo;; Wnerly Schedule,Irmars.Pacola required) STEVEN X SENNA SAS ELECTE.D TO BE CMRRED ON HZS wommHS COMPENSATION POLICY CERTIFICATE HOLDER CANCELLATION 'TOWN OF BARNSTABLE 200 MAIN STREET SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE OEUVERED IN TTXANNIS, Mh 02601 ACCORDANCE WITH THE POLICY PROVIBION9. AUTHORIZED REP FAX#506-778-1230 SB-2009 AC D CORPORATION. All rights reserved. SOQ4009ACORC ACORO 75(2009109) The ACORD name and logo are regletered marks of ACORD M :CLANCY-CONTRACTING FAX NO. :15089462076 }/ Oct. 26 2011 11:47AM P1 to:Trent gd:1q/ t Pact 1 of 2 From:Davjd.ichrsn: CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE IS ISSUED 15 A MATTER OF I 10126111 ION ��•►E IlINdOODP7Y YIrDI:) NFOR ONLY AND CONFERS NO RIGHT$UPON THE C8RT1fICATE HOLDER. THI3 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVEtiA T AFFORDED BY THE POLICIES BELOW. THIS CKDYtfIGATE OF 011SURANCE CCES NUT CONS1IT_TE A CONI[IkA" SETW£tK THE ISSUING INSURER(S), AUTHORIZED R,EPReSENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If:he conifcate hNdsr is an ADDITIONAL iFZ RED.tha po iuy(:es)must to onde I. :J WBROGATION IS WptVEp.suhfeci tp . IhP t01Th'IS elld CcndltionS of the poll y ^ertaln p^I''.e�Ta%h'7 aI'8 An BnSTa1I98iTt)flt. A StaterAdl!f':!t!II:s G�:1KCd!f)a es not r, n r rf Its 1 rl►Rlfieato holder In lieu of such endorsenumt:s). P 0 % gl o the PRt�r<. AssudMlotT I"Stltance Agency 870 -4-6752 "T iuVe401mon 14R Nhs�bom Road Me.Eza• i Aron►MA("Sol ewr !built A Jahrtsun IrnuaCn ►encyCcntrat:tlnp, lnt—'--- -- — 1 __ Naulury�sFcoRul:coves, -----_ NAIC/ Tofq Clancy iy611RER 7echnolo(�y Ins rditce Company -- 10 Clayton Road �tiSURERR -"-'- - _. ------- Nllaalaboro,rvlA.tl2348 wsuas — ----.-- COVERAGES wt:wzgr —.�_...._ ..... ,. .. —. CERTIFICATE NUMOER: REVISION NUMr3ER: N0I ,% ?0 GEkTIFY THA? T4E PUiIG ES C�iHSi)R-WDE USTEC d=LOW AVEThE IIJ3L'?EC IVAMEC At}OVE iGit TIFF.W:Gy PERIOD ! rNalrgTEO. r p�n7itSTAFM171r1G Aro'-?ECU!RF RSci. .EF.6 OR GCb;d7,0%;,R av� ;N'R0.C-UR ^TK[R ,^'J11REf i W111y QE3PEC7 TC n►IiCH THIS 01CLiFICA.TE MAY O !TIOWSU 7 OR MAY Pt Qi:iN. :,!�!T:S RK4C AFFCA.Dt D BY T::[FC:.I--Cr�S^E:J R:U�D?•EHEIN I^,S(EJECT TO ALL 'Hr'TERMFI, G1trLL'SiC:N;ANC•4'UNC'•TI6riE.0=S:JCHI!GE,.::!?t-g }r,Lt�pq�,yrF�E-7EFvPEDUCEr�:t)Ai7CLla74S. !':Y1CvtgllNdE�. '�X1C4EiF^isOClL{F1S.+.._. .. •:-. .. .-.—_ .....___ OCIdE{J4UPOLm TJfi'MrYI ir:1WDDKi tiZ: UWTB ----- —! wf•:p°}•:a4: ,•r�_-:N;iAB:IP, � j ! j ":y!.,•.y+;7••.(•� •4 `J GC 17 1 i it r:�a _r'i•:irm:2: Y ....___..—_._. I�sEY:A'.•:a=:a•_Caa: 1 �>1:na�'tCr�DP:L -I T-_.-.._--. �:1 AVTVM U.E LIADA My --{14i1 +JIUs i j :h•[,�•�a: -I.aricc� - �-.-._.,,. NMeRELLA LIAE —t— i _----------�s---'—i I IEXCFQ@I.IAA 1- �.� ! 1 1 =F1_!:S—r.lA.ir.:•:i 1 I t>z.aw'7161. I i i p::::•fC?1` !y I � WQRKERB COMPF.n'3ATAFa = -- • --�.7.-..... IT A AND ErAPLOYMS,UA61.r_ _ : f' i E �TWG-31S513fi i F. _cr{r,,eABE4E>C!i1�Lj: N U 31:ac Ob/iW11 i Oi/1W12 �,•-i—� '4i- -- ?�•00 i(rtaraiuory ti tiY.'r �..: L_�, j I :— .alai-.^.r•T: f a 7:Eq j ! -- I t:,,,__ 4•;'_ PJil•:".-Liw�•4 5R0,00 1 J - - --------- --... -- 1 DESCR>P?TfONOFOP>3t11f[O[8llACA7IONSIVEWCIF,SIENCi1 AMMOYH tf/�p1.PRDVM� _ - -- Town of Haxa8table, 367 Hain St:, Hyannis. MR 02601 and James — Seapuit, Osterville, NA 02655 axe named as Ad03,tianal iast�. 181 CERIWICATE HOt09i Tom- CANC6llAT10N s $ 19120ACOM VEDIAOLitYE�SHECA�EtLDRETF�EXP1RATt0Steven Seam iSltri7tR6t111RLemEilV�tToIWL 10 cwitswratrERDM Swimming Pool � Spa D mig* sE vAUW,0TMLEFT.M fFARMW79DOSOSHALL12 Enterprise Rd. CMLIABIMCFAWiMUPOU7mffiSUIEKITSAGENTSGRHyannis mA 02603. ACORD 25 MM108) e - 0ACORD CORPORATION logo 1 I 1 t I i _ I • 1 • 1 - _ Pft ti 9.#" A 4 4 i -� ■�f'r-- '-- — j [ �� 1116. 41 PM S •fit .r k►atV ; .N For • applications, pool or • care perimeters, I •. betwetop and bottom rails may be required and a flush bottom rail may be necessary to meet en applicable building codes. Echelon PlusP and designs mill Ililllllllllllllllllllllllllllllllllll � � , � � - . �HUM 11111111111 1 = IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ���� __ •. In many Illillllllllllllllllllllllllllllllllil cases, -lation to safety or containmentchildrenpets,a narrower space - - Echelon .. Panelsreduce the - between - height SELECTING THE CORRECT SIZE H-SERIES HEATER For Your Swimming Pool For Your Spa or Hot Tub Determine your pool's surface area in square feet: Determine your spa capacity in gallons(Surface area x average depth x T/r). The reference table lists the time required in minutes to raise the temperature of the spa/hot rub by 30'F.Locate in the table below the spa/hot tub size in A B L gallons equal to or just greater than the spa/hot rub size in L gallons.Select the desired time to raise the spa/hot rub temperature 30'F,read to the le&and select the appropriate H-Series model. This guide can be adjusted for other temperature rises.For example,if you Area=(A+B)x L x.45 Area=R x R x 3.14 Area=L x W desire a 15'F increase in temperature,simply divide the time for 30"F rise by the ratio of 30/15,or 2. Locate in the cable below,the surface area equal to or just greater than the Note:Heat losses and/of heat absorbed by spa walls or other objects pools surface area,read to the left and select the appropriate H-Series model. will add to the time it takes the spa to heat up. For indoor pool installations,divide the pool's surface area by 3. Spa sizing is based on an insulated and covered spa.Always cover your spa or hot rub when not in use to minimize heat loss and evaporation. Recommended H-Series Model Recommended H-Series Model Model Surface Area Spalrub Size in Gallons H400 1200 200 300 400 500 600 700 800 900 1000 H350 050 Model Time in Minutes to Raise Spa/Tub Temperature 30"F H300 900 H400 9 14 19 23 28 33 37 42 47 H250 750 H350 11 16 21 27 32 37 43 48 54 H250 750 H300 1 19 25 31 37 44 50 56 62 H2O0 600 H250 15 22 30 37 45 52 60 67 75 H150 450 H2O0 19 28 37 47 56 66 75 84 94 Table is based on a 30"F temperature rise,3'/:MPH average wind H150 25 37 50 62 75 87 100 112 125 velocity and elevation of up to 2,000 feet above sea level. F1 SPECIFICATIONS AND DIMENSIONS Gas Flue Outlet Flue Pipe Stack Height Heater Connection Model BTU/Hr. Width Depth Height Diameter Diameter DHI HWS Weight(lbs.) at Heater 00' 400,000 35'/4" 27'/:" 28'/2" 9" 10" 31'/2" IT/2" 200lbs. 3/4" 6 H350 350,000 32'/2" 27'/2" 28'/:" 9" 10" 31'/2" IT/2" 185 lbs. 3/4" H300 300,000 293/4" 2T/2" 28'h" 8" 9" 30'/4' 1T/4" 157lbs. 3/4. H250' 250,000 27" 2Th" 28'h" 7" 7" 28'/2" IT/4" 144lbs. '/4" H2O0 200,000 24'/2" 2T/2" 28'/2" 7" 7" 28'/:" 15'/4" 141lbs. '/4" H150 150,000 2P/4" 27'/2" 28'/2" 6" 6" 22'/4" 14" 131lbs. '/4" H-Series Heaters are available in a comprehensive range of BTU sizes and options,including P/r"and 2"water connections,millivolt and electronic temperature control, and natural or propane gas. All units are certified by the American Gas Association and carry Hayward's exclusive warranty. 'The H400 and H250 are available in induced draft,millivolt and electronic temperature control models. HSeries Heaters feature L; water connections that The Hayward H-Series Family of High-performance Heaters 0.; are fully compatible with 0 pre-existing installations. ' f t The Swimming Pool 8 Spa Group Route 28 435 Waquoit Hwy East Falmouth, N 02536 ) t (508)457-7800 Web:www.poolandspagroup-com 000— Millivolt Electronic Induced Drab C;1Q�I�Q�D® @2000 Hayward Pool Products,Inc. www.haywardnet.com America's fl Pool Water Systems HSIDLOI 1 ` 32 31 00/AME XONSTRUCTION SPECIFICATION Buyline5862. x SECTION 32 31 00 - GALVANIZED CHAIN LINK FENCE SYSTEM U� GaIv0nAV* GBR-40'(Industrial) or GBR-20"'(Commercial) Fence Pipe (MEET DOM GTlr DOnr"I EMFNTC� ,_- Cr_-X-- =i ensure that no damages occurred during shipping or hardfug. - ,be determined by the use of 4'or 6 earmimered beam test The s-e:1;:c'9de all labor,materials and Materials shag be stored Q1 such a manner to ensure proper tip rag shall be determined a 10 by bee-Supported beam test(see =7--- --=MssaT`remMlabasotffx3gaHdniEeddsa'er ventilationvandalism� msdm aga6rstdarrage,weather. Table 1).An atternattm method of determining pipe strength is by C=_ �s j,- i-- ... `_-ed herein at; p. pr 2e)- the calculation of bending momen(see Table 1).Cwdormance PARE 2-MATERIALS with this spedfcatxm can be demonstrated by measuring the t:OAiC 201 MANUFACTURER yield strength of a randomly selected piece of pipe from each lot =...q-Pavtrhg and Surhiny Framework tor galvanized chain link farce systemschat conlonn and calculating the section=&am The yield strength shag be determned 5 to the metmds described'on ASTM EEL For-Cam-:.'�F�-=ecc� to Amariml`Gah0nA'(%--c2LC@a�2!ndm--lit -a-m= under �is - +4�-!vf:�y GaR-2orc Commotybj�y_h!fijg)v)Fence Pipe.as manufactureO specification.theMoffsetmethodstsHbe AmedsfaeFenw Products kn Tidse.Oklahoma used a rn Fall Shaningll yield strentpli 7e ailed'posts,lobe phlsts and S�rR- top/botom units shall be prewt to spedgeA�letigUts The ccr--- dr s.3 s-.T a %<.=� n null farce 2-02 MATERIAL-STEEL FRAMEWORK 2.03 MATERIAL-FENCE FABRIC �. rrstsn 7 Ore dw:gn s'i'- f�'-`=3 ttme..e The A. The steel material used to manufacture Arrerisfap GaNpnAr A. The labdc shall be hot (Sp6}:111'_S2Qf 4�tl(t!@lltill�'61911LC�GBf f' p'IfimeG2a! dipped gaW-zed with a minkrumi dupe. sr�c�„7 nuMs e3 2-.x. (e_f-=-;:,r;si tan Wk coating might per ASTM A392 and specified as one of the gates and et�mgs)..sir. Mn"Fence Pipe dreg be zinc-coated steel strip,galranwed bs by the hot-dip process cardomring to the criteria of ASTM A65W �9:(Cass 1-The weight Of uncoated zinc re surfa shell not be (Class DUALITY A653M and the general requirements of ASTM A924/A924M. Tess Oren 72 ozJIP(366 ghrh*J,of uncoatedwlre surface)or(Class - ^A�ASSURA•1C= II-The weight of the zinc coatmA shag not be ass than 20 ozAP The ccrhYaCcr shai r.: '-�- - _-,., S..irp am B. The zinc used in the [610g/m9 of uncoated wire surfaure,on wire of habriccoated before gahabe de ermines shall the test ASTM weavi g,the weight of zkcmating �`0��>y[�'�r t' r=e�.tea��z�a� B6.Weight of ztrc shag be determined using the test method ""aavin9%anfabricmatedafter =mall aid tecl-=-es»'.� dewtbedaASTM A90a�sag conkrrrhbsthe might range shag Trot be less than 20 ezM[6/09m19 of uncoated wire since allowance for ASTM A653.tsnectly Oec( as tlelenntrled from avenge of two or more specimens,and a-aheaS_210 for not less than 1.8 ozAt= any ::Z5 REFERENCES G9H3R:J-040IRaIAD9htsLOfSigtatiaBS-4n�=�R�20= f501)glm'I of uncoated sutra surface for A6 American SDcV"far-�63-=y- I AS1T.p Standards: -Coma .m(S''.l,1:ighS)- frdivkhral specimen.). A9i1'A911:7-Test"=d :f Coating on Iron B. Wire Sim,The gntslhed wire size shall be(50EGi&.flalg2)gauge and Steel And a es Z.�g_y�-afmgs_ A392 C. The framework shall be manufactured in accordance with mrmnenial standards bs meet the (See Table 2). -SpedirAtas:c LaL.,==_:S='£�--=r<i f,�ha Fabric strength(50.000 psi mininvmh A653/ASSMA-Sped` -.-S_=i e.:eet Zinc-Coaled yield strength)and coating requirements of the following a Height and Mash Sim:The tabrfd h (Gad)or Zit:-1=AL_yv�tG-l�npated)by the standards:1.) ASTM F1043.G-up IG EleCd d Resistance egfif sing be isa� ISREsif7GLe�L) Welded Round Steel - feet high with a mesh size of I5aecibLir sh-Yz.61 ides (See Hoi-0ip Process. A�4:F_%4.!-S_--�`_aoth.for General RPe.��-':J-._=r:ir."u_�VfHL;Y9:Dhi�^i equhements':r`ei Sha-L'e�":�by the Hot- O@93R"=otfah2�M.`:`-h+••-..,'�.. Table 2). c Type 1.Grade 2.Btxo'»<l Res -ze L:�Steal Pipe. 3.) D"qr Prlxoss.Eo- PEsd -.W L-8117-Practice for RR-F-191/3.Class 1.G.�e' _=ect1t27 Resistance Welded a Selvage:Top edge(�g91h'.k0u 69QM1�sh'd)and bottom edge Operating Sat Spry(.`�..)i---Va-� D1499-Practice for Steel Pipe. (WQQ'Jon LC?kdxhl-,110- OPerabrig Lfgh�-and V,'a={s V=e Apparatus(Carbon-Arc ' Type)for Exposure of Faas=s E&MIU t-Test Methods for a The exterior wrace of the e_.7 --., r~%eld shag be 204 MATERIAL-FENCE FITTINGS n. Tension Testing of Me -:Materials. E376-Practice for recoated with the same type``. '_-= as the The material for farce 6mrtgs shall be mandaeNred to meat the M-sukg CoafigTh:.d s bytagnekieField or Ed&pCwreA bask zinc coatis requirements of ASTM F626. • (Elemomagmaic)Test Methods.F567-Practice for Installation of Char Unk Fence. F626-Specification for Fence Fittings E A dhmmate conversion cioattug s,_a c"=exmtral 205 MATERULL.GATES F668-Specification for Poly(Vinyl Chloride)(PVC).Coated surface. The chromate shag - -;-;5 Sang gates shag be manufactured and mated to meet the Sad Chain-Luck Fence Fabrx:F900-SprmScetmhtorindushial mIcn sJieandsIWbe% __pia „s, > SofASiTAF�O.Slides shag be manuactured and Commercial Swing Gates Fes-Practice for Cortdrwctims utilizing an atomic at-ur`u- -- y.,-y - ,-e-erx•'emetsol ASTMF1184. of Ch al fL'mk Tennis Court Fence. F1043-Spedricati s for fluorescence Strength and Protecmewodve Coatings o Meal Industrial Chain F. AdearcoetstetnT '_..- -nEPARA ION Luck Fence Framework F11B4-Spedgcatiasie industrial and ��" �'��'�_ The ff• �=L-_�- _ __ ,_;_- all ne:w installation shall be aid out by the contractor in Commercial Horimnhal Sale Gates 02.-3s-w-dA s -ta- �._w•-.=-?.' :5 accordance with the construction plan. B. :.s:===f� :__g tester. American Assomatio of Sate Highway and Transportation (tom,•;�--a>>-_=-acng the ddarence 3.02 INSTALLATION Officials(AASHTO)Standard M181-Standard SpeciSceton =.BE7 t=ram-_- _-t a taal thick nass el Clearcoal Irma➢chain link fence in accordance with ASTM F567. For for Chan-Link Fence. ^) 7=.e ec':-caarceated surface must demonstrate char fink tennis court fences,msafl m accordance with ASTM r3 c rj:::.:..,5'ard exposure 01 500 hours plthpat ajkL at F969.Fence posts shag be set at SpaCklgs of a maximum or to' C. United Sates Federal Supply Service General Se^as a a-_i„eret temperature of 145 F hirharc aced In accordance cm Gate posts shall be spaced according to the gate operdngs Adrtmisbalion Speofi RR-F191,13-Fedeah Specnm�-,. w'tlh ASTM D1499.The dearmat shag also withstand SW hams specified in the construction pans The PaWng and Suracing: Shoo for Fenehg,Wire and Post,Meal(ChainUak Fence Ids- of exposurero 100%relative humidty par ASTM D2247 without "Cast-In•Pace Concrete'and'Unit Masonry sections of this Top Rails and Braces)-Detail Spedficatjdn blistering or peeling and 950 hours of exposure to sell spray per specification shall govern post base placement and material ASTM 13117 with a maximum of 5%red rust. requkemwft tnsa0 fabric on security side and atarh with wire 1156 SUBMITTAL ties or alp to trd posts at 15 aches as and to rag&braces and The manufacturers literature shall be submitted prior to G. The strength of AmetstaP GaIvOnAll-(s=;jj1LCBH30'_ tension wire at 24 mchas ac inswation, tOJmiaiphlmLG9RZ0_�Qmm6ic{at!Yeiphtl Fence Pipe shag conform to the regimemmds of ASTM F1043.,the minimum 3.03 CLEANING weight shall not be law than 90%of the norninal weight(see The contractor stag dean the jobsia of excess maredals Post HANDLING AND STORAGE Table 1).The strength of lure,end.comer and pull posts call hole excavations loll be scattered umformty away from posts. s- azac at the job sibs,all materials shall be checked to t TABLE 1 FRAMEWORK f �t^����- Industry ce Decimal ��W Wall Weight Section Ma.Yleld - Max Bending Calculated Lod ks S Modules x _ D.D. inches rem inches min Wt. m (mches) (py� ��1 SWPo't CenfBevar 4' 6' 1-518' 1.660 42.16 .111 1 2.82 1.84 2.74 .1961 x 50.000 - 9.805 327 2D4 136 2 1" 4826 .120 3.05 228 339 2810 x 50 000 = 14.050 468 293 195 2.375 6033 .13D 3.30 3.12 4.64 .4881 x 50,000 - 24.405 814 sm 339 g 2.875 73.03 .160 4.06 4.64 6.90 Ans x 50.000 - 43.890 1,463 914 610 f 4000 101.60 .160 4.06 6S6 8.76 1.7819 x 50,000 - 89.095 2,970 1.856 1.237 132: 1315 33.40 70 00 2.03 1.06 1.57 .0900 x 50.000 - 4,5W 150 WA WA •-�' i :,x<+ 42.16 .085 216 1.43 2.13 .1574 x 50,000 - 7.870 262 164 109 '•�"��- •r i ,33L 82 46 .090 229 1.74 2-59 2208 x 50.000 11,040 WA 230 154 :�-•-+" 50.33 .095 241 2.32 3.45 Z734 x 5090W 18,670 I WA 1 389 259 S v_s1 1 .111 2.82 3.26 4.85 .6365 x 50.000 - 31,825 1 WA 663 442 TABLE 2-FABRIC Fabric Height and Diamond Could Mesh Wire Nominal Minimccn Sim Gauge Wire Breaking Diameter Strength Ind",-nL7 1eR 4r r� T�l:s�rn) WC213o inn) 96'aw-) 120"MM-) 144"Mw-) 2' 6 0.197(4.e3rrm) 2170k , Thr.� �".112 24-12 27-12 34-1/2 41.1/2 (508-) 9 0.148"13.0.-) 129011 fndusSaJ ;�3= 3r est: • >C'•�+r. t - =.se Zir3>.T) M(213mcm) 96"(2444rem) 120'(3050-) 144'(-dwo.--j .• Secunici r'-rrr. �. s ,� 3@ C5 53 67 7? 9 0.146•l1rd.) 12911m 4 Tennis °'-� 520-1 ;.-rl s44•p;g zx 0.146(i.em,-4 129W Court 0.120'(ald a-) 8500 Commercial Hes 317 -r a .xF.=.+.n or7x� T'i,.vu 3^ s.�i �'3 t-G s-� 12r'r3ss/ -1 Z 11 , Court: _ wslit 9 0.14lT 13.r6 mm> 1290g • zik PERMACOAT For 7 COfOT GmM Link FOxe FramewvTk Contemporary color aar C5 L fy t4_=Tidad into the natural environment to dra- Vatically enhana- a is commercial, recreational, industrial or high securNi' A V is -�-t—,=";aRects a well designed aesthetically pleasing prof ;.�_ sv-=�tE=x--_ J: _--Etfa (see Pages 4 and 5) that resists sevXvve'a =- sy,Z E;71C�Z�z az z a azcF_�==z year. IDEIMUD MODUCT DMA Ameristal'Es —q==f I ijzwaload specification information "-sy also enable the direct down- directly im-t. loading of,a.-,::;.= C a M Bar Corner/End Post DUFaCk-Z FLU The fence framework was dsstqn,�-_ jovEk:0sc e!Et tr =z=_du,-able, attractive and afford- able framing product. It is s v_ ig state-of-the-art mill forming and in-line welding techniques. system, with its double layer of protection (actually powder coated tv.,;-- LA _ is Z zz-fcz aztxf m.,alsture barrier that is thermally fused to the galvanized substrate and is kuz*�.-.t--- ct mcz-si:z. The finish coat is a thermo- setting TGIC"no-mar'polyester with enhanw--ea,UV t::-zz.:=Za_= :;Sautiful color finish for a lifetime of maintenance-free enjoyment. Fla a a Z-2 i AXe -Commomweald 0/ Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Qdg actor Registration Registration: 130666 Type: DBA Expiration: 4/6/2012 Tr# 295294 The Swim Pool Spa Sale & Ser, Steven S -p- � P.O. Box 3612 E. Falmouth, MA 02536 f, �c ew Update Address and return card.Mark reason for change. DPS-CAI 0 50M-04/04-G101216 Address ❑ Renewal. Employment Lost Card Office�C Consumer Affairse &LBu�ines` Reeuo License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:AA30666 Type: Office of Consumer Affairs and Business Regulation Expiration: 4/6/20,12 DBA 10 Park Plaza-Suite 5170 �= Boston,MA 02116 The wim Pool SpkSs l Set Ma,ketGrp i'_f, - 4M!w+ Steven Senna '=1 103A Enterprise Rd :* E.Falmouth,MA 02536., Undersecretary rY Not valid without signature The Coverstar Vinyl Liner Pool Cover System of x•. _\•.'1^"r•:•:..y' T.�-.1f I, v'�.£h: .:yam� .. `-'�'-'iv'j-' _a _ _ i9L`F;_ u 1-• 4 r a Coverstar,Inc.,the industry leader in innovative and high duality automatic pool covers,intro- duces a new series of automatic pool cover options specifically designed for vinyl liner pools. These new system options provide tremendous design flexibility,resulting in a beautiful pool your customers will love.This guide provides the information necessary to design and order the right parts for a Coverstar Automatic Pool Cover.Please use and follow this guide closely before ordering the cover system from your authorized Coverstar dealer. Contents STANDARD Vinyl Liner Pool Cover Guide System Page 2 FIBER OPTIC Vinyl Liner Pool Cover Guide System Page 3 Vinyl Liner Pool Deck Forming Systems Page 4 Authorized Coverstar Dealer i COVERSTAR,Inc,1795 West 200 North,Lindon,UT 84042 (801)373-4777 Fax(801)373-5095 www.coverstar.com STANDARD Vinyl Liner Pool Cover Guide System For Pools Up To 20' x 40' I :re uire:e arts Large: oo s. xtra r Corner Options Standard System Kit Part# A0597 The Coverstar Vinyl Liner Pool Cover Guide System has four different Part# Description comer options.You can simply miter cut the standard guide encapsula- 1 1. 5 X0140 Encapsulation UG801,21 ft. tion that comes with the Coverstar system for a square comer,or ' 2. 1 X0127 Wall Cap,20 ft, choose from the three other fabricated comer options-3"chopped 3. 1 X0092 Wall cap filler,plastic grey,20'-1"long angle,6"or 2'round radius comers,listed below.If you t.hoose one 4. 2 X0125 Encapsulation 801 metal filler Of the fabricated comer options,it must be ordered with the standard 5. 50 H0325 Screw Tek#10 x 314 zinc system kit. f Tools Required 4; { - ( 10'Chop Saw wl carbide blade,Hand Drill and 5116 Nut Driver I Riser— - .. '(Oprjp1 �. B 1 ��� ti8f.Poo..j v s �e Installation Steps r" 4. ass;;.... on pool walls -Position comers -1. 0 r P - �e 2. Cut straight lengths 1 to fill between comers - 9 9t ( ) t .' 3. Wall cap filler(3)covers the screw down channel _ a 4. Encapsulation filler(4)finishes end encapsulation i I Standard Corner Options i. Standard System Kit A B C F The Standard system parts are shown below.The quantities and individual part Right Corner, Left Corner Pool End ; numbers are listed at the top of this page. 2 A. :n ` 6 Radius A0663 A0662 A0599 f X0140 X0127 3 4 2'Radius A0659 A0658 A0601 i X0092 X0125 5 gmt- `� P� �l�� •� 2 - A ChoppedNo , a� A0687 A0686 A0685 H0325 2 FIBER OPTIC Vinyl Liner Pool Cover Guide System For Pools Up To 20' x 40' er. ots re Dire extra: arts' I i corner Options Fiber Optic System Kit Part# A0694 The Coverstar Vinyl Liner Pool Cover Guide System has four different My Part# Description corner options.You can simply miter cut the standard guide encapsula- 1. 5 X0139 Encapsulation UG801 wl FO,21 ft.' tion that comes with the Coverstar system for a square comer,or 2. 1 X0126 Wall Cap wl Fiber Optic,20 ft. choose from the three other fabricated comer options-�3"chopped 3. 1 X0092 Wall cap filler,plastic grey,20'-1°long angle,6"or a'round radius comers;listed below,lfvou choose one 4. 2 X0125 Encapsulation 801 metal filler of the fabricated comer options,it must be ordered with the standard 5• 50 H0325 Screw Tek#10 x 314 zinc ' system kit. Tools Required � - 10"Chop Saw wl carbide blade,Hand Drill and 5116 Nut Driver i Ud- Facia Q . I �`'�: yam_ r '- ��-•..-may-- - ._ :?ti' _ Installation Steps t -- 1. Position comers C,B,A ool walls > ' ( )on P 2. Cut s a i ht lengths 1 to fill betweencomers — - - - - - cc 4; 3. Wall cap filler 3 covers the screw down channel 4. Encapsulation filler(4)finishes end encapsulation k'. - . , Fiber Optic Corner Options Fiber Optic System Kit A B C The Fiber Optic system parts are shown below.The quantities and individual part Right Corner Left Corner Pool End numbers are listed at the top of this page. ., � 1 `:� Z ' :._. 6°Radius A0665 A0664 A0600 X0139 X0126 .: : 3 4 - - 1,- - 2Radius A0661 A0660 A0602 X0092 X0125 ., 5 Al °F; K -_ -4 �-;: 3"Chopped `ry A0690 A0689 A0688 H0325 3 M Vinyl Liner Pool Deck Forming Systems 'For Pools up To 20' x 40' ar sr�'do s e u re:exta: arts" E Deck Forming & Ud_ Coping Options Facia >. rptili ---- --- � Riser-- `�xrPxv�' i The Coverstar Vinyl Pool Automatic Cover Guide System is designed for most pool deck _ _., types.The most common types are shown below,however,there are many variationst>,; within these basic types that are possible. Each option is explained below.Ifvou have 1= > '. I .. ... . any questions about your particular typing or :L. :.:fall. :: deck type and how they will work with the cover system,contact your Coverstar dealer or Coverstar Inc. i Option 9 Option Z Option 3 i Reusable Inclined Form Clip-on Coping Brick/Stone/Concrete The inclined deck The Coverstar dip-on Almost any brick,stone,. forming kit allows you � coping kit is a simple _ or concrete coping can to and ideal way to add iul_ 01" be used with the Covpour an inclinedconcrete edge y " a highly durable and :.:t'" erstar standard or fiber `r around the pool in _-'. attractive coping edge `'� , optic guide encapsula- one easy procedure. % around a pool.Simply I tion.There is no system I First,snap the heavy snap the pre-mitered kit for this option. gauge aluminum dip-on coping into the Simply apply mortar on form into the Cbverstar guide encapsuation Coverstar standard or top of the Coverstar guide encapsulation and lay and place round plastic shims every 2'to fiber optic encapsulation, the brick or stone on top of it hold it in place.Then,connect comer pieces insert the splices at at the opposite end of the pool from the butted}joints and screw cover me;iiariisl-iireat Vui`u`i forin release and them in riace.Next, pour the deck,vibrating concrete into forms may:'= " tightly wire tie the comer to remove air pockets.When the deck is set tops to prevent move- slide the form sideways 1°,then remove the ment Pour the deck round plastic shims and the inclined deck form. level with the top of ' Clean the forms with water for the next use. the coping and you are Crrp-on Coping done. Coping Form&PVC Shim ComerAssembly Splice&Screws Comer is wire tied Reusable Inclined Deck Form Kit Clip-On Coping Kit Part if nn.S4g ....AAt AV'Yn" UZI Wy Part# Description My Part# Description 17 X0107 Inclined Coping Forms 1 X0623 Left Miter Cut CGp-on Coping 2 A0545 Inclined Comer Assemblies 1 X0622 Right Miter Cut Clip-0n Coping 1 A0547 Inclined Trowel 1 X0621 Double Miter Cut Clip-on Coping 18 A0548 Inclined Form Splice Bracket 2 X0123 Non-mitered Clip-on Coping 60 M3963 Round PVC Shims 3 M4010 Aluminum splices 3'x 1.96" 6 H0313 Screw Tek 10 x 1/2 Mom Q Ver.#1.0 5/29102 Re-order#L6945 U'U• Fabric: The premium Ultn Guard ll Torque Limiter: The mechanical ll is MOW]for ease of cleaning torque limiter controls the and M,'jXinjjjllj rh,-Mical and UV Plutortion.Made exclusively for Stainless Steel:il to Pressure that can be placed Goverstill,it ploterts against corrode or degrade from the On the system.A simple hand --dIffilkl[10,11id de-lamination. elements.Parts made Of stainless adjustment replaces expensive steel are stronger and last longer electronic circuitry that is prone than industry standard aluminum. to failure in the pool environment. Motor:A Submersible motor allows for continued safe use, r0gal'(110S.1;of rail splashing water or overfilling the pool, Optional hydraulic motors are also available In several sizes. Sliders:The rIlree-Channel Guide 2"Stainless Steel Pulleys: SYStOM eliminates binding by using PU110Y Size determines rope life. Heat-sealoll ft-1111ilf.1 sliders that are four times Strylger than • 2 inch double sealed. stronger thaww11,1111 Vol/p/ competitive systems. Stainless steel ball bearing Pulleys provide five times the tearing, load bearing capacity of ropes pos:4111u, COMMORly used pulleys Ropes:4000 pound high tengjlf� 119SWUng in uncommonly 170AI-Stratch ropes are the strongest Gears:Doer-sized gears aVe In the pool cover indl long rope No. eliminate drive train breakage. lbreakage. . ......... ........... f. 1. A" 0 MWA' ;M-110.1,7 1-0-1por t. 777=� (K Yl A 31 J5 `VP 'pul Erg SME�l� i 11 ii! Homeowners have been asking for a well-engineered and reliable automatic pool cover that requires little-or no maintenance.The ECLIPSE is that pool cover. It has superior engineering that is based on more than 35 years of field experience. We know that once you've got the cover on your pool,you don't want to have to repair anything.That's why the ECLIPSE mechanism has been engineered with almost all stainless steel parts and with ropes and pulleys that are stronger and larger than any others used in the industry.The precision of the machined parts allows for smooth operation and many years of use,without the worry and hassle of repairs. Coverstar's track record for reliability has always been exemplary.With the introduction of the ECLIPSE, Coverstar extends its reliability leadership position. Heavy-duty,stainless steel components make the ECLIPSE mechanism endure even the harshest corrosive environment. Coverstar's industry standard-setting engineering provides you with a cover so durable that you won't have to spend money getting it repaired. Instead you can focus on what pools are for fun. •Pulley Size:2"Stainless Steel . •Motor:110 volt or Hydraulic F Lrl •Horse Power:3/4 Horsepower •Track:3 Channel •Possible Cover Length:120 ft. AMU •Possible Cover Width:48 ft. `0 . ..... ...... •Rope Strength:4000 lb. �•, ,•�`..••`.,..:.::':.'�:*,':.:i�.. •Fabric:Premium Vinyl Ultraguard 11"'-AcrylicTop&Bottom Stainless Steel Mechanism:The stain- 2"Stainless Steel Pulleys:Heavy-duly. Stainless Steel Geyer Guides:2 piece stdin- less steel mechanism frarne stands up to double-row,sealed,stainless steel ball less steel guide feed,heat-sealed collittl6tcial •System ASTM:F1 346-91 the harsh pool environment where orator bearing pulleys provide five times the webbing with optional color matched webbing. and pool chemicals can cause corrosion. load bearing Capacity Of CORMO/7/y used 4000 pound high tensile,non-stretch lopes are •UL Listed and Classified PLI/lOYS for 111701nnionly long life and the strongest in the pool cover industry. greatly reduced rope wear. •Hand Adjustable Stainless Steel Torque Limiter ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION p� 1 lrj Map Parcel V o�Y Application # Health Division Date Issue Conservation Division Application Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board l� s Historic - OKH Preservation / Hyannis J Project Street Address & Sea&i ¢ Qu. Village a 51r,�1114 Owner Addressy�laLc�z- TelephoneD�' Permit Request FF0 V 1Q " r01 Square feet: 1 st floor: existing proposed 2nd.floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation e0 '� —Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ) Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Xlo On Old King's Highway: ❑Yes No Basement Type: (Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: & existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: )(Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new size—Pool: 0 existing 0 new size _ Barn: ❑existing 13 new-size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ =_a Commercial ❑Yes KNo If yes, site plan review# Current Use Proposed Use /<<S/k_r' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �rQ G NameAllb" .�� J yU ZO — Z Z Telephone Number � Addresp -7 License.# G ZO f Home Improvement Contractor# 59 y 1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIIS/ PROJECT WILL BE TAKEN TO SIGNATUR DATE d �� FOR OFFICIAL USE ONLY APPLICATION# •' ~f DATE ISSUED MAP./PARCEL N0. x ADDRESS VILLAGE----' OWNER t DATE OF INSPECTION: FOUNDATION PHCT)AL fi .) '7I rIV FRAME -tt Td(- l I 12J 1'ZJ<< a 1 Alt f INSULATION Lit?jIZ- JAL 5 5' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING a- 24 Z 7 S/1L t DATE CLOSED OUT ASSOCIATION PLAN NO. .a<f I - 1NETp�� Town of Bamstable BARNSTABLE. Regulatory Services MASS. EOM;�a�O Building Division 200 Main Street,Hyannis,MA 02601 1 ti Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 1'I 5 F-APLA=r Permit Number ' Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0) P(',)sfi bwk) AU, ! -VL— RIX)GES U la.» KTJG 5-114L5 FOR- L ARGCR QPEn�TOG 3 I� S-t72AV-S UfJ 116-AbE2 ZM/ QASQviEi J7- V I-I�2C No y° T E 01> S o(-SD ►3L-OCk-pMG E-0e P6a:�J-F L_-C),L\-� 3 ! 1 1 I 1 ye7'/ Please call: 508-862-4038 for re-inspection. + Inspected by WJwA .') L f � A Date 1111111 d 1 , , ado �•Forte MEMBER REPORT Level,RIDGE Drop Beam PASSED software 2 piece(s) 1 3/4"x 117/8" 1.9E Microllam0 LVL Overall Length:13 7 0 0 0 6 1300 All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 2432 @ 0 2 0 5206 Passed(47%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 1974 @ 13 6 9081 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 7860 @ 6 9 8 20525 Passed(38%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.170 @ 6 9 8 0.663 Passed(L/933) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.291 @ 6 9 8 0.883 Passed(V547) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be traced at 13 7 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 3.50" 1.64" 1006 1426 2432 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.64" 1006 1426 1 2432 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location width (0.90) (1.15) Comments 1-Unifom(PSF) 0 0 0 W 13 7 0 700 19.5 30.0 Snow Member Notes 181 SEAPUIT RD OSTERVILEE,MA,02655 iLEVEL Notes SUSTAINABLE FORESTRY INITIATIVE iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values.(Level expressly disclaims any YYY other warranties related to the software.Refer to current ii-evel literature for installation details.(www.iLevel.com)Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.it-evel products manufactured at Weyerhaeuser facilides are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 12/12/2011 10:54:50 AM Allan Fleck Jr. iLevel Forte v3.0,Design Engine:V5.4.3.2 Falmouth Lumber Inc. (508)548.6868 allanfieck@falmouthlumber.com Page 1 of 1 I Taylor Design Associates, Inc. P. O. Box 1313 Forestdale, MA 02644 Telephone & Fax: (508) 790-4686 August 23, 2011 Mr. Adam Hostetter Hostetter Homes 770A Main Street Osterville, MA 02655 RE: Gearin Residence 181 Seapuit Road Osterville, MA Dear Mr. Hostetter, On this date, I inspected the subject property. Enclosed are the calculations to revise the structural ridge in the main building in order to provide a flue for a wood burning stove. There are two areas with framing questions. 1. The solid blocking and nailing of the exterior plywood at the first and second floor has been completed. Additional interior metal connectors at the 2"x6" stud walls are not required. 2. The exterior garage door wall has six door frame posts composed of 2—2x6's. These posts should be connected to the engineered wood header and the studs above with flat 20 gauge metal connectors. If you have any questions, please do not hesitate to contact me. Sinc ly, / TAYLOR •IIIIJCfUlrll `; '• sky R. Grego ylor . E. S? 1 - i PROJ� -- ADDRESS: sQ� ®Sl PET2MIT# C?e PERMIT DATE: �- �. // M/P: ---ti C2 LARGE ROLLED PLANS ARE IN: BOX SLOT .Data entered in MAPS program on: (- i 11 BY: �� - I �oftNF, � Town of Barnstable � . . Regulatory Services_ BAANSTABLE Thomas F. Geiler, Director y MASS. " s6J9• �0 Building Division .. Thomas Perry, CBO, Building Commissioner 200 Main Street, Hyannis,W-02601 www.town.barnsbble.ma.us . Office: 508-862 4038 Fax: 508-790-6230 PLAN REVIEW Owner: G EAR14-3 Map/Parcel: 073- 013 60(o Project Address- jai SEAM R.1) Builder:- bhrVI The following items were noted on reviewing: as 91 S ew oca � oe ?.awes Ste. -� 6� t 0�� o� ►;�� o (CO A � 90O n� l0 r � S� '1'l,e W I`f' oor Ci.r vf.IOW, I I �nu n tl ►ov. \S.Su S 1A r V LV o c �O CO irV" SS CAA rc- 40-�G e _ UDovs GOmp1 'Y 1 ov` `J r • i Reviewed/by: bate: Q:Forms:Plnrvw i NORTHSIDE DESIGN lnlI E E. 17 PR 4: 1 s ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT•MA 02675 (508) 362-2210 • (508) 362-9802 i - Fax:(508)362-5269 www'northsidedesign.com S, E-MAIL:northsidet @comcast.net 1 17 May 2011 Town of Barnstable 200 Main Street Hyannis, MA 02601 Attn: Jeff Lauzon " Building Department Re: 181 Seapuit Road,Osterville Mr. Lauzon: As per your request, I have reviewed the plans for the above-noted project and confirm that the third floor living area is less than 60%of the second floor living area. Based on our calculations, it is roughly 28%of the second floor living area. If you have any questions or require any additional information,please do not hesitate to give me a call. Yours truly, NOR D D IGN ASSOCIATES ar III /phs i � i � __ P�rx.� P P i s a ' j JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY �-''r T DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE �M .......................................................>...........................:................................................ ..... ..... ...... ...... ..... ..... ...... ..... ...........: ..... ...... ...... j s j j . co i ..... ........ ..... ..... j......_ ../..�........ .....1.,7_e?%! ! VCT..........t.-•.o..�i_��.................... .......................r.L`. .1*t._d' .... ....... ...........................!..............i.......... ..... ..... ..... ...... ...... ..... ..... ...... .._. ... ...... ..... ..... ..... .......... ....... ^ i A ty K. P N H : : : : : : ; : : �t .......... ...... ..... ...... ...... 'Q.Sc : ......:.... ...:.... ..............:........................... . .. F......... ........... ...... .: .. ..... ...... ..... .....Z._Z SsPsF Ips - 04 9.zNt.�l.FrQ. 5... 'E. i Z i i WTI N pw Q •— g .............................:.............:.............:.......... ... ..... ...... .........:.... ...:.... ....:.... ....:.... 00 r Vic.: . ,r ....... c-�c�tip.. C-�:� �a - o, i .c.......L' w.c-�.....�. • O ,ct........ ' ........................... P. ........ r.......J ..............t................................... ............................................................................ ..... ..... ... .... ...... ....._ ..... ...... ....... ..... ...... ..... ..... . ..... ..... .........:.... ....:.... ....:.... ....:.............:.... ...:.... ....:...... mo ........ Q.....:...._........:......�........ .:7 ...i ...... ....:5..................'............_................................ a .. s -.................. ........... :.......... , 4. �-t.- : rE ,d: ... .... .. ...... ll. c.... ...cl' Ate.. ...... ..... ..... ........ . . ..... ...........................................:..............:..............:...........................;..............:..................................... ..... ..... ...... ..... ...... ... ..... ...... ..... ..... �' tQ-aµ............:...........'..........._.......... .... ..... ...... ......................................................_......... D.....:...............�'....... . 7 ............. . AA ....-............. ..................... . ;.... ....:.... ......................................... � c � o SP l 4 ....4 o ............ .... ..... ..... _ ._... ..... ..... ...... .... _......................................................... .. .... .._.... ....'.... ....:.... :.... ....:.... ....:.... ....:............................:..............:........................... us4t5o• ej C �4 z"I t i k l .................................................. . . ... ..... ...... ...:.... ....:.... ............:........... ..... . . .. ........ Y.'...._t_..... .. 4. ........................................._.............,............ ......................................._.:._...........:............._........ .. _ a ............. .......... ..... ...... ...... ..... ..... ..... ..... ...... .._ .._. ..... ...... ...... ..... .......................................... ...... .. . -- Q ;_L i. ...... .... ...... ...... ..... ..... ...... • Z 3 g2 — ':. !L 8 400 .............. i 3 .... ..... ... ..... .... ...... ..........._.................................................................................................................:......................... ... ... .. ..... ........ - TO'CArt. •..... ............._..........?............:............._....................2..... ._!_Go7.._+........._ _...5..... ZaG..............,.. .......;. ............... ...T...._5....P `.c...................... ;..._......._. :...L.4cv..............:..............................................Z...........<25'.. _ ...:...................... ....... .. ...... Q%A�---- Y�AnI,�.. (..................................._. i 4tL. lk JOB b TAYLOR DESIGN ASSOC., INC. SHEET NO. Z OF S - P.O. Box 1313 0 Forestdale, MA 2644 CALCULATED BY � � DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE i ALE ...................._ ......................_.............................................:_...........:.......... ..._. .... ..... ..... ...... ..... ........... - -_..._ ......... � i 1 t i i '� .. ..... ...... ..... ...... ...... ..... .........._! t ................................................. ..... _.. ...... ..... ..... _.._ .._.... ....�3...�.... 4 /' .................._......................................................................_..........................._................... . ..... ........_..._.... ....... .... .... ...... :t ........... ... 4 , .........................:..........._:... ....... .. .. .. :..........................,......... :... . . _ ! . ..................... ... ..... ..._ .. ..... 3 �tZ ..: ............... ........_.... .... ... ..�.... .... ..............................................................................Q.........................7.,..:3..........:..... .. . �.: i _ Z-4 ..............:......... _ ..... ..... ...... ..... ..... ..... ..... ...... ... ....:.... ....:.... . ......... ...... ....... .... i o"�c �..s I �.. X. 11. ............................ C.... .............. . ..... . r 1 i ............:.............:..............:..............:.............:............................:.... ......... ......... ... ..... ..... 18..._''f' �, o y... ..` 9 Z- �. 7, ....P .... ....:.... ....:.... ....:..... t.. = Z.. 39 2. �� 3 ....................................... ................................................................:..............:.............::............13. _..........;....................... .... .... :.... ........ ....:..............:......�....... ............. .............:._..................... _..........................................„....................... ...... .........Q...... ........w... .. . ... C:C ".. 9.-.......................... ..... S�� �oZt P c.f ..............:............................:..............:.............>...........................:...........................:..............:..........................................;..............:......... ..... ... .... ..... __. ..... ....:.... ..... ...........................:............r.............;........................ ..... ..... ..... ...... ...... ..... o ........ ........:.... ...:.... 4 l ........... _. ..... ...... ..... _... -.............:_.........................3..................................................vs.�..........14..........:.............:............ - ......................................... ._...................................................................... .. .... .. ....- ...... ..... 13 +-i S c l ...... ......... ............... '. ...... ..... .... ...... .... ...... ............., . . . . . . . . _ _ _ _ _ 4..J 15"+ c.�.........'._:? g,. ... ...`........._..?..... ._L�.4 Z_!1..3..........................._.......... �4 .............. _z.C ........ ........ ......... . ............ ..... 1 _...... z zi ............Z.: ...... .................................... ....................... C.. .. .. �. . ....:.... L4-co ... .... . . :............:............. ....._..................... ._... ..... ...... ..... ...... ..... ..... ..... ..... ............................................................................................................... ,....... a.t.... `3 l L ..... ...... ..... ... ......... ......... ........ ........ ......................__..................... Y........._......... ...........:...................5 L..._P ._..........._...._.._.... cam: : .... ....Z.... . 24.4 .._..._�.T _ t�7 4 .. .... ...... ..... ..... .....40 ' JOB ♦ -I�S TAYLOR DESIGN ASSOC., INC. SHEET NO. ' OF A P.O. Box 1313 aa Forestdale, MA 02644 CALCULATED BY � � DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE A.,SCALE ._............................ i N Cyr L'ow'�' C� cpc�... RAM.. ..............:.................................................................................................<......... ...... ...... ..... .... ...... ..... ...... ...... ..... ...... ...... ..... ..... ... _....... ....:.... ....:.... 0 S .E........................._o� , >......'..`.....1.h-.................. ............................. .................................................................................C,r,o .c_-:E_........... ..o, .. ........................................_......... ..... ..... ...... ...... ..... .. .... ....... ....:..... zs...s.. .......... . w - .4 _ ... ........S . .... S . .... _ ... z 5 l T ..................._......... ..._. ..... ..... ...... ..... ..... ...... ...... ..... ...... ..... ......................... ........................... ... ........Z .... ....... ........ rL 3... . ...... ..... ........ ..... ...... ..... ...... ..... ..... ..... ........................... z ........._.........._4..........4$........ . ................._........ ..... ..........:...... .... .... �/4 klc 8 r✓✓?� .... .. .... ..... ..... .... ... _.. ..... ........................................................................................Z:............................,......._._._._..__._._.....................:....................................... ...........;..... ......... ........ . ............................................................_......................................................................................................_..... .................... ...... ...... ..... ... ..... ...... . Aw ......................................:..........................:.......... .� G, ....................._...................... .9_.._......_._...........................,..........__i..4> ..........:........._ .1.._ Cct.fb . �Go .............<............_...................... ...... ...... ..... ...... ...... ..... ...... ..... .... .... a. T` t ................................................................................. .. s Z'C. . ......... a ..... ........... ..... ..... ...... ..... ..... .... .... ..... ..... ...... ...... ...... ..... ...... ..... ..... ..... F '�i s w. ........... ........._.............4................... ......... . ! ..... .........................................:............. •..........:►............:...................................... ....._......_.............. .................................................... - s .._.. ................. .............................._! c»........._R-t:... . T` _ ..... ........ ...... ...... .. ..... ... .... _... ...... .... T .r .Z_9.._. ....... ...... .... ..............:..........................:.............:.............:.............:...................................- ..... .. ..... ..... ...... ..... ....._ ...... --_. _.... 2 ... ....:..... .._:.... ...... ..... ..... .. — ♦....... ....... t`7 ? Z �rz� ... : ...... 8`�........._3.._ _. ..............._......................................... :..............:._...........;................... ...2.R..........;............................ ..................._............. �, . i ..... .. ..... ..... ..... ...... ..... ...... ...... ...........................:............... ............ao°................. ........ toca ...... .. .. ......t ................................. ............................:.... ...................................... ............ - ......... . ... ..............:..-..........;.............;.........................._................................. ....:.... .... . ... ..... ......... ... ...... ...... ). 9 ._.. a JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 ' y Forestdale, MA 02644 CALCULATED BY �[ � DATE 4 Tel./Fax: (508) 790-4686 " .� CHECKED BY DATE A+ Ch T ©S T�Nt a.4r�i A,SCALE f ..N... .... ...... ............................... .. .... 1-. rti _ ....T._..._........ c-...7.... ............:.............:...............:.........................:......... ..._. ...- _.......... ...... ...... ..... ...... ............................ ...... _ .......... . ....:.... ....:............ ..:.............................:........bt,-...'Z..Irv...'�r".�4r-t.......,.......... ...... ........t'.1 ..... FV. F.�'...... .........:.... . . . . . . . . . . . ...........................:.............r..........................:........_ �74.... . �35 .. 4k : psi... ..._....... ...................... ...... ... ..._ ..... ..... .._.. .._. _.... ..... ... ........................................................................... ..... ...... ..... ... 4 Z 38'� .........:..... ....:.... ....:.... ....:........ :.... ... :...... R. ..s...: ........_........ ...................._..................... ..... ...... ..... ..... ...... ...... ..... ..... _ ............._.........._. . S 7 <.... .._.......... - v .... ....:..... ....:.... ....:............,.... .................................................. ..... ...... . ..... ... ..... ...... ..... ...... ...... _..._... ........ .........4... .. ..... .... ..... ..... ...... .........:..... .. srs- 4. 247' .......... ................................................................................................ ......................_..:........................_. . . 2e. ...... ......... ...s'.... ....r.... .._i.... ....i.... !•� .. ... ...... ..... ..... ...... ..... ..... ..... i i 1 f .. ..... ..... ..... .._.. ._... ..... ..... ......... ..... ..... ..... .......... ...........................................................i..... ...... ... ................................_...............................................................................................,.........-...... ... a a - - Jai i... .: '7 4. F , L- (o t I 1 z� .S ^... .. ..t.I _ ..............:..............:..... ... ..........:..........:......... �.... i..... 0 0 ..... ........................... ...... : : . . : : . . : ; . : .i. �.t L1..7 M._erSY .t . T...,..................................... ....SPA.:.............. 3: ......_...._E....._..c�. .......-=........�Z._L� `s+« .............:...........................:......................... ....... .....__ ..... -- - _....:.... ..:.... y .. ....<.... �_�Zr J = L...__._. ....c :..............:........._.�..._....:.-............ - .. .................._......_........__................_.................._ ..... _ ..... _ _........ ..... _ ... . . . . . . . . . . a i3 : ............................. C---k.otr�rt._.. -�..................� �.. . .. �....................... .54-r.�............... ................................................_..._......... T�-+<R..... :.............:..............:.............:.............:..........................................r....... .........:.... ............ ....:.............:...........:..............;.... l� S 2. 1 Zx .........:.... D ................._..................................................... ..... ... . .......:..... ....:.... ....:.... ....:.... .... ......... ......... *'h1.. ..... ..... ?_...P _ ............:._...........:...........................:..............:.................... .............................<...........? } f' i/Z Z /.. .... .... ... _._........._..,............................................... (.3�(i ; �C... �#�.... ..............>............_......... ......... ..... ...e.... _..... ...:.... ....:.... ..................:.... ..... 3j¢ 1...........:..........k. 1.........4..--------.............<...... TAYLOR DESIGN ASSOC., INC. SHEET NO. �~ OF P.O. Box 1313 02 ; Forestdale, MA 02644 CALCULATED BY Gs T DATE 4—Z9 ^'1 I Tel./Fax: (508) 790-4686 CHECKED BY ' DATE { Pq ASCALE .............__........................_.............<........._..:._.......................:......... ...... ..... ..... ..... ...... ..... ..... ..... _.-. ..... ...... ...... ..... ...... ...... _..... -- - - ..... t�J :r +gym©>� : , .. :.... ......... ..... .. ..... ........ ...�.... ... ........ .....:. .......:.............:............::.... ...:.... .. `�- a.`� L5 ..._ 4. ... G �3+�4 ... ... ..... .... .. ..... ..4 k l 8 ° ZS ?A�ti Z 1 . . . . . . : . . . . . : ........... ... ....... ..................... ...... ..... ..... ..... .... ..... .... ...... .... ..... . . ..... .... ...... .._:.... ...:.... ....:.... ....:.... .......................... ...... .......... ...........-- -...__ .... . ' ^ .......... .._:.... Wi� f _. .........................................;.............:.......... ....:.... ....I.... ...: .� s �. Z� l� t, . ............. .............. ......................... ....... ............ .............. _........................................ ..... ..... 7 • hb/ z ...........:.................Z:..............:1..�4._n._t..t.....I4.�-✓tr................:................._�.c.o._:.�-,�................._2.. ......1...4....3............;..........:5...._43.._.........;....._�.... ................. ... .... ...... ............ ...._ . ... ..... ...... ...........1�a�c.ac, .. ....:............ o._. ............. .._... z' ... ........................................ ..... ..... ...... .... ...... .... ...... .........:.... ......... a ....n........ ' � <� .........................;..............;..................................... - ...... ...... .. _...-. ...... ..... ...... ...... ;.... ....r.3....e.............:..... ... ....:.... / , .. . .. 2 .............._t zoo... ._............................._......._.........._..... ._......_.._z... .... ..... _... _. ...........,.................................._...__.._._....................... . . — — f . 5.c...........4..........._....6�0�...�......._._ �a-�.............:...._............A�- �...... 4._..5�._...__.._........... ..........._............................:..............:...........................:............................_.............r.............:...................... .... _..... ... ...... ...... ..... _... ....:..... .........h'I................. ..... ...................P9.._.... ..._...;.._....................................;...................._.............. ................................................. .........: ....r.... 0.1 ........ ........ :.._........ .... ' ..... ....._..5..... ...... ...... ..........................................:............................,...... (�-L�Q - fl.... s.... Lq,.o�o ...... .... { ..........:..............:..............:...........................:..............:..................................... ..... ..... .... ...... _ ...... .... ...... ..... ...... ...... ...... . . .. . . . . . . . . . : : .. : : : : .. ....:.... ...;.:..... .. l 4 . . . . . . . : : . .............................................._ ...... .... ...... ..... .....__ ...... ...._ __.. ...... ... ....o... ........ .._'... .. . ....:.... ...:..... ....:.... r 1 ` ' .. ... .... ... ...... ..... , . t .. ...... ... .... .._ .. ... f f i JOB '/t-awmm�m TAYLOR DESIGN ASSOC., INC. SHEET NO. i �p OF P.O. Box 1313 4-Z9- 11 Forestdale, MA 02644 CALCULATEDIBY- �`(~ DATE Tel./Fax: (508) 790-4686 Q CHECKED BY DATE 8 I / SCALE .. �! i r ................................................ . ..... .... .... . . . . . . : . . : . . . : ........... : ... .... .... ..... .... .... ...... ..... .... ...... ..... .... ..... ..... _........... ....:.... .... ...........:.... ....:..... : � c...� L L8 /3. i . .......................................... ..... ...... i � 4' ......................:.............:...................... .. ..... ...... ..... ..... ..... ..... ..... ...... ...... ..... ..... ...................... --- c..�:- 1 oc . ...................... ......... ...... : GZ :.............:..............:............................:.......... ..... ..... ...... ..... ..... ...... E :.... ......... .... ..... .. ... .... . ................_................................................... ..... ..... ...... ..... ..... ...... ...... ...... ..... ...... .. ... ...... ..... ..... ...... ...... ....._ ..... _.. al l 0 't ......................:......................... .... ......it_.. ....... "7r "t b ..... ..... ... .............:..... ....:..... _._.._._.._. ._..._.-._........... ..... ...... _--- -- _---- ...;.... .._:.... .._:........ ..-. ....................-_......... ... ............................................,......._................._...............r. .......... _.:_.. Z. . .._ . . ..... _.. 'Ps L 2 � , .............e..................................-............ ..... ...... .. ..... ...... ..... ..... _ : : _ ....:.... :.... ....... 1. Z..�i►..................P._..................... _.. ..............:.............>.............................. -.....................:............................3.............:.... _ _._ l7 ... ....:.... ...:.............:.... o .........................................a............. .......... ...... ..... ..... ...... ..... .. ..... .... ..... .... ...... ...... ..... .....:.... ....:.... t s i o i i e'er, 4 � PL ...... ... r ..............._............._....... ..... .. ... .F .... ..... ...:.. ...... ...... ..... ..... ...... ..................... ..... ..... ...... ...... ..... ...... ...... ._......... >.... _moo.. 3 1.3- ' Kit 1 Cam . ..= .... ` NC .. / 4.G.......... .. .. ......T.........'..... [....'....... :............. ......................................:...../4......... ............:...� .... 't._q8. ?. 4_ :... ..........._........................................ ..... ..... ..... _ ..... ...._ ..... _ ...... .... ..... ..... _.__ .....—--... — — — . __.... JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. r 7- of 1 P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY CT � DATE 4 Tel./Fax: (508) 790-4686 CHECKED BY � DATE © HASCALE ....... a.... t .............:.............:..............:.............;..............:......... ..... ..... ...... .._._ ..................... ...._ _..._ ................... __......... _...... 1 YV TT t _.. _........_...:......... .._.... ....._... --- -......_....- - .............. . ...... ...... ..... ..._ ...... ..... ..... .. --— __.... ._._ .... ....:.... ...:.... ....:.... ......... ........ : ........ ......... ........ ....... ........ : : : : : : : : : : �^ m . . ...... ._... ..... ...... ..... ........................ .............................................................................._............... .... .... ...... ... ..... ...... ..... ..... ...... ...... � ` �- l4 ........................................................._...__..............l......... F ..............._;................:..... ° .... ...... .... — .•?►c.. aJ...:.... ........ ..............te..3....a.....fas.r_...................................................:.... :.. 3...._......_............:...................................................................................... ... .... . ......_.............:......... ...... . :�' .. . _.�...=.... .....c�. ......... ............ z ........ .............. c,.}: ......... ........ u� - �..Z 4. (e: cs 4 v" ............ ..............:..............:...........................;............ ...... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ...... ..... ........................... ..... _........ ...... ..... ........:.... ...:.... ....:.... ....:. T..... ..... ....... L ........U... . .......:..... € ........................ . .......:..........................:............ ...... ...... _..... ..... _.. ....,.... I ............._......._._._............_.............:....................................... ..... _ .. ..... ....... ..... ..... ....... ..... .... Ilk ... ..... ..... ........ ..... ................................... 1 e Z 3 Z1 59... . ....:.... ....................................... ........:......3......;. ..... a.....4. .k....t.4....�. ✓..t..r.............. 42...._=.......3 ............ ...= ..... ..... _..... ....._ ........... . ..... ..........................'............`........ ..... ..... .. ..... ..... ..... ...... ..... ..... ....... ....:..... `�3 ...._................................ ........._...................................................... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... 5 � ' c 5 ... ...... ..... ..... ..... :_ _.._.. _.._.. - ...............:................... .._.... ........ ........ .._:.... t . �z :.... ....... : .. ,.. - .... :.. . ,...lit. .:......... l�C - 3..........Y- . .0 _. ._ .:.. .._.�.... , ............_............_`................................. ..... ..... ...... ..... ..... ..... ...... .... ..... ........:.... .._:.... ....;.... . ....:.... t L ......................_.....__...................................................... ... ...... ... ..... _...... .__..._.... _..<.... _...... L� ......_.......__._... .. ...... ..... ...... ..... ..... ..... ... ..... ..... ...... ..... ..........:......... .....................z C........... ... ...�.7.5 ............... .... ........._..-............ t,.... ...... ...... .... ...... ..... ..... ..... .-..�. ._..� C ... -5to r .. ....................................._....................................:........_.....:........... ... .... ..... ..... _. _......... . Y'3.4o 3..zr. -- -- l.tZ.n o.. :............._..................................'........ ..... ..... ..... .............. ....:... ......... ...;....... ..:.:.... ......... .......... .._.... S. 1/ ....... .................................................... ... c t ..........................._............._...........................................................t,........_ .x.... t..Z... ..... ..... ...... ........................... .._.................. ..... ...... ..... .................... ...... ..... ..............................._......... ..... ...... ......... ..... .._ ..... ...... ..... ...... ...... ..... _........................ ..... ...... ...... JOB 106-0 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 1 Z P.O. Box 1313 � Forestdale, MA 02644 CALCULATED BY arT DATE_4.—Z!!l.. I,r 1_ Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE .... ..... ...... ..... ..... ...... i �..�� .... ..... ------- ...... i i ......... ....:.... T Cam:. ......................i... ... 5....... .............:.............:.............,............_..............;.............;.....�. - P• ,r• .. Z.... .... _ ..... ...... s.... s . ......... .. .....:............... ......... 4:0 +- �o ...o... ��... .c. .._......:..............:............................ ' ..............._............................. Z^'n _- ..... .....Z .. cam+S� t3H .... ...... .............i...........................:............_:...........................:........._ ..... ...... ...... .........:.... ....:.... .......... ....:.... ....:................. ....... ......... ......... ua. ........:.. .. . .. ...:... .....; ..........:.......: ... :.......:.�� ......�......... i ... .... ..�........�.-cam, .. 4.4tY� 2 Tit ......_.... ......._............................................................. _ _ r... .._.... ..�.... ........ .... 4....... ....:.... ....:...... ..................................................................° .... l42. 4� C > .....�.. ..`� .;.... R, 8....5'...47.. ..... ..... ..... ........................._-........................................ 0 ........_....................................`... ......................... ...... ..... ..... ...... .... .. ............:...._......................................................... ...... ..... ..........._ ....:.... ....:.... ....:.... ................................. .................._............ ........ 8S°a? L.... Zc. ..t... .. X_.. `1...... ._ ..... .. ... ......t.. 4 ................. ....................... ........................................................... .. Q...................................°................................... �o d... s4.. .............................:.... ..................:.... . ....:.... ........._._`..._...._.............<.............'......... .... ..... ... ..... ............ ....... _...._.. .._.... ...:.... ....:.... b K ............_.............-............................_........................................... .... .........................'......... - ....... ........ ....... .._:.... ....:.... i ..........:..................................:.. €. ..... _ _.... ..... ... .. ..... ...... ...... lL l�� .�' O C lLp ?— kJ� .... ... .....i3� ,... �. ..... ..... ..... �.. _;.._.............-_.............................. c........ ,�3... .. . ....:... ....:.... �oFl�c.� �L �, a /� P ? .............:................................ ............. .............:..................................... .................................._�..........._........ s ..... ..... ..... ...... ...... 3 ... ...... ....... .. . L... , 9 _... ..-......................................... _ ..... .........._ _..... - -._. _..... ..... ...... ._ ...... ..... ...:.... ........ ..:.... ....:.... ....:.... ....:.. .... ...._........:........................_................................................................... _.. ---- ...... ..� �' ............ :.............:.............:..............:.......................� a..............;.........................:........................ .............:.............:......... :.........._ .. ' �..� ...... ..... .. ..... Z� G c � � z ........ ....... ........... ................ .. r arr T .... .. ........_1 .................................... ....Q............................1 5 ......... os rD.. c. .........._............................................. ........................._.. ..... _ ..... i 7,J 1 4`... . .., ................... ._.......... ..... ........� '1.. ....;P.c�r .. S..l...` .'7....... JOB - +J ' TAYLOR DESIGN ASSOC., INC. SHEET NO. � OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED 8Y C-t T' DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE i ............._.........._...,....................... .. ..... ......... .._. .... ...... .............. ..... ...... ...... ..... ...... ...... ............................ ..........:..... 7 ................ ............p._ Q ............................:�...../ €..........`... .. �71 t Z �: "b .b' ..... .... .. ..� N... �... _Z_ ........ _...... l: ..... ..fit.... . ............ ........ ....:.... ....:... ..... .:. 1 ......... ........ ............ ....:.............:..............:.... , 9 ..... . .o.............. ..�.... ..... �... ..... . _ .. ..... ...... ..... ............................ 2 C �.... ...=.._..: 4... ma ....................._............. ..... ...... .... ..... ...... ...... ..... ..... ...... ..... ....................................................................°.............. ..... ..... ...... ..... ..... ...... i S . �a ........... ................._................................................._......_.. ..... ..... ...... ...... ...... .......... ....e.... } ...;.... ..... ...... ..... ...... ...... ..... ...... ........ R. �. rEvt ,r-ir t' 3 P ..................................... .............................. ...... ..... ...... ..... ...... .. ..... ...... ..... ...... ....................................... ..... _ ..... ...... ..... ..... .........;..... .... ....:.... ....:..... .._;..... .... t \Z S- 4 � 3J Z ................. : ._........................:............................:........................._......�� .._. ...... ..... ......................... ..... ..... ..... ..... ..... .... ..... ...... ..... ..... ...... _...._ .......... -....._ _... _.......... _.... ..... ......................... ..... ._. ...... S — z.. .Z � Z 548 rB f 1l .............. ............. ...... .. ..... ...... ..... ...... ..... .........:............ �y i{ ...................................._:.............................._.......;-.-...--.._.... ..... ...... ..... ...... ...... ...... ..... _ _.-. 3.. ........ - - -- ....... ...... ..:.... _ .......... .. ......... ..................-...............................................:........ _.. ._.._ ...... ......_ ..... ..... ..... ....... ...... _..... ......__.._ ..... -- - _... ............... ...... ....:.. ....:.... ....................... ........ ....:.... ..... slam .. : 1�. mot: . ..P` ..._ i..... _ ...... ..... ...........Q....... ......_...... ..._ .....Z........:..........i3E.A-^ 1...................,.... .. .... .... .`�....................................... .................................................... ..... .... .... ..... ...... ...... ..... ..... ..... ...... ...... ...... ._... ..... ..... ................. .. :: Z ? t: .............:.............:..............:................................ ...:............. ....... l .... ...... ..... ... _ .................°............_............. za ...... ....:.... ..:.... .._:.... -..._.......:..........:..................................._................ ....................._._.a.... ..... . . . . . . . . . . . . ......:.... . . . . . . . . . . . . G.�P-�•••► ¢o -io �4- /�. 30 o .. ..... l to. .......................................:........................... c....................................:.........................................:......................... ..... ... ...... ..... ...... C .... ... ...... ...... ... .... ...........:.... �. ..... ..... ......T..T._..1....RT-.-.................................... - o.. .. ....:..........................................:............_............... ... ........................... /L ...:.... ........ ......... ....................... ............ ........_........... ....._. ....:.... ....:.... ....... r ca o -4-B O L v s ............_....................... __. _... ._rc .. ...... _. -............... ................... .5 - -- - - JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. L D OF , - - P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY .�`(� DATE �`•3 a--I I Tel./Fax: (508) 790-4686 CHECKED BY DATE 8 I SCALE i ..............:..............:..........._:..............:.......................................:.......... ..... ..... ......... ..... - ....-. - i >.... �w is ....... i i ..............i......................................_i............_;.,................._.. ..... ..... ...... ...... ..... ...... ..... ... ... ..... ...... ..... ............................ ...... ..... ..... .. ..... ..... ..... i� �/.. Si• i ..................... ......... . . .....3... ..................�...........................:.P...............................lit.. ... .... .. ... .... ...... ._.... ... ....... ..... ........ ..... ..... ...... ...... ... z 1. _ 7' L tgt .G7 S� - t.Z (z ............................................................. ..... ...... ..... ...... ..... ..... ...... ...... ..... ...... ..... ..... _...... ..... ..._.__...... ...._ _ .... _.... ....... ........ ........ - . ....:.... ....:.... .......:.... .........:..... ....:.............. . ZS7 4�4x... ..............:..................................................................._................5�.....,. ..... ... ..... ..... ...... .... ..... ..... ...... ........................... ................................................ ..... ...... . . .. ..... ...... ..... _ ...... ----- -- - ...._ ._..... ....................................................... .... ..............:. .. ....:.. ...:.... . ./ o c _ ...... ......................... ..... c............ . : . . .... _..(..._ - - 3 ........................................... ............. ............._-..... �...�a. ...... ...... .... ......3........ ..... ...... ..... ...... ..... ..... ..... ...... -...a.. .........._........ ..........µ........._..._........ L4L� -c zz . ......_ . .............................._ ........................ ..... ..... ..... ...... ..... ..... ...... ..... -. _. oyc _ ..... ..... ..... .... .................................... .... ...:... ....:..... ....:....................... ............ `.... ...... ... .._.. ......... ....... -r L� : . `13 E,.{-ram. ` � ....... 5........................................ :,� . ...... �� `�... .a..c�........ :.. . . ......................................_............_........ ......... .... ... ....:..... .......... 40 1 ST . S ............................................................... ........'.... ....... ........ .. ... ..............'.... ........ .... t--t 7 3s. ?S — ..zs .... .... ..... ..... ..... ..... ........:.... ....:.... ....:.... ....:.... ....:.... ................................. . .... : . . ............: ...... ..... .... ............................................................... ..... ..... ..... ...... ..... ... ..... ..... ...... .. ..... ...... ..... ..... , ... ............................_........._........:.... ..... ... -._ ..... _...... _........ .......... ....:.... ....:.... : . . .. . . . . : m 3%Z: . : . . : : . : : r.z ;... €l C _ I. ...... ..... ..... ...... ..... ..... ...... ...........................:...... . o , �` k ........................._......... ...... .... ....:.. ...........:......... L 8 Sa ........................... ....... ................6.3. .....r... ..._....�� , . . ... ....... .......................................................... . ..... . .: : : : : : : : : 0 p 600 f ry�11I� JOB 1 `-"'^ ✓ TAYLOR DESIGN ASSOC., INC. SHEET NO. t ` OF i Z P.O. Box 1313 ; Forestdale, MA 02644 CALCULATED BY C'Y "r DATE 4-3 Tel./Fax: (508) 790-4686 Q CHECKED BY ' DATE t SQs SCALE i .--. .............. ..... ..... ..... ..... ...... _..... .-- —.... _........._ _ ..... ..... ...... _ ...... �.✓�'. t .........................................._................ .... .....__......__ ........ ..... ...... ..... ..... ...... ..... ..... ...... ..... ..... _........ :.... ...:.... . . . . . , . . . . . ......................................................._....................._........ _..... ...... ...... _._.. ...._ ..... ...... ..... ...... ..... ...... ...... ..... .... .. ........ . .. [,c, t3'-r-i Z ........_. . ..... ............................ ..... ..... ...... ..... ..... ..... ..... ..... ..... 4. t 3'/ . �-1 !L: � : ..........:.... ...... ..............:........................... ..................................................................................... �.....7..:.................... 3 _ .._. ...... ...... o .... _..........._...................................................................._ :..............:.................................................. .. ..... o _........................ .............:......._..._......... ..... ..... ...... ..... ..... y 4...�c.....l...t....... 5... Li /: �4p m :........ ..... ...... ..... ...... ...... ..... ...... .. ..... ..... _ ..... 1 tQ.Sr cam_ , .� .... ... .... ..... ... .. . ...... ...... ...... ..... .._. _... ............ .._.... s t l P •+ S 4. .. .. w ........................................_.............._.._........_........ ......... .......................:..... s .. . .. ........... ......... ......... .... .....:.................. ....:.... ....:... ........ 43 L 1 i ls.�....,..i..... . 4. .�.: .�. l�4 ....... eU c�� ..4 ........................._.................................. ....._ ..._. _..... .._. ..... ._.._ ...... ..... ..... _..._...r.... ........ ...:.... ....:..... ....:.... ...:............:... ..._t._ ............ .......... r`c....._.............. .............:J............._........................_ L7c�.c .............. ..( c.sc.s.............. z ..@._�..1 .o J.... + G o , ........................:..............:............................_........._..... ..' ... ..... ..... .... z .............:..............:.............._......_..,._...........,............. ..... .... .._. .... ..... - - - - --- --- - ............:........_...............:.............:...........................!<. .........._.....__._. ..... -.. G... ..... ...... ......................................................r.............;..... ..... ..... ...... ... .... ...... ..... ...... ......... ....... . ...... ....:.... L� . '...�.... _ Z .... � S Z.`t 4 ...........................---- ................ ....._ ...... __.:..... ...:.... ...::.... ....:.... : 4- .. .m z JOB —/!. 1 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF-1 Z. • P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY G= "t DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE d © SCALE j ' jt i . ............................... l t— .•tiN S NIC .. 1 CC �?. .... .. _...._.......... _._......._...._.........._........:.................._. .._.J 7................................`................ .......................... i , .............!............?.............................................................. ..... ...... ............................ ...... ..... ...... ... ..... ..... _....... .. _........ a.... ....s.... e 11....................:..............:. ... ...... 9,.. ..... .._�..............._.............................. ........................................................:.............:.........................._............................. ..... ..... ............................ ..... ..... ........................................ ............................. ..... ...... .. ..... ...... .............................. .. E t. . t...0...'T.... .. .. ..... ...... ..... ...... ..... I ..........................................,..........................._.._............._.._....._........_._......... ..... ..... .... _ ..... ..... ...... ...... ..........._................. ....:... ....:.... .............:..............:..............;.............P.............:........................................:.... ....:.... ........... ...... ..... ...... ...... ..... ..................................... ...... ........ ..... ..... ...... ..... ...... ...... ....... C ' T6 .... ...._....................... ............................................... - _ .._. T3a. .�........' .................................................................- s. ,r,o-................ ..... . .. ►-,a,�!•� ........ .... ..... ...... .... ..... ...... ..... 1...._ 3>40... ... ..... ...... ..... . . . . . . . . . . 3 �: l i to 1 a = 3o :.... ' ............ [ . ........._.c.........e .......................... T Isis 2 4 o .E' p ............._._s..........•............ . ............._. ..... ..... ..... ...... 3 f 3 NA :. .......:..:._ ..,�....._..r........ ....._..........................................................:............._.............,.� ........................................................:........ ...... #rr......_.. ............. �# + Y€vSO i ....:...... ....:..... T t PC d .KCQ ... ... ...................... ................................:........................................................ ...... ..... : 1 t 4 to H N . 1 Z 3c 14 14z er .... ........7 _._52+... . 410................................... _�4.Z .............eCr...'a'� _4 ...,z.. :.............;...._3 s.............:.. ........... t 4L .. ......\\.. ._...................:.............:.............;....... ..........1....Z`... ...1..�........ ..,. .....Q... ..: J .. ................ o� 0 ....:.... ......... 4�-t c, Dv7 .:..........:.............................................. ..... ...... '.3�... 3`.. �` .............:........._�0..............................,......_................_..:.........._...............:.............:............................:..................__.... .... ......... ..... .. ... ...... ...... :.... ....: ......;..............$'..3..:7.3. _.......... ......................................:............ .. ..4. ....:............. ................. ...._ -.._J .........:............:.......,.:............ -................... .......... 3 T 8a . ........fit._ 3. c..f` -tout_................z..:.....5'.. ..............o..k. ....._..........._................._ ........o.k..........._........................7-.4..v..�............................__.....,....; a 14 ....a i{ } t ' J . e ` t S a s {1 k f L t ' t .1 . . ... }. , ! . � r _ .t _ 'i, '•mil• i S ' JobS•� .�Qt..� ��� /1�/�fL• 9�yC7 TAYLOR DESIGN ASSOC., INC. SHEET NO -( of 1� P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY e?'T DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE (YI(IF ..........__.._._............:.............:..._........:..._.................:..................... ..... i ..... . ...._ ....._ ............;_......_. .._.._......_...__.:_ _ ._....: tom!c�!%xt �e►..Q_ o.J i __.._..........._:._....._.p..._._....._._..__..._.....__.�._..__:...._.__l.._....__'. : • _......_._.__ - ..:.._...._ ......_ ..._..._._... r - ... - - -- - i -_.._,..__... __........._...._._._... - .. e... _.. >n ._.....L ! r+ ...._ ..... Q1 r._........ �__..._.... ._.�. _ :_.. ....�. _ 4a. _..sr_ l-vrL _._ s�-�a..= 4. - �.._..,K_ c _..____._... ............ . _- ............._..........._.......................... .._./ s t .__.._....,..-._._.,........_._......... ................ ---._.:._....___...__._.:......__....._..._..:_._..-----."--'— -- -•- -_ __ ......... ..... _._ ._._ .._ ._.. .........._ ..... _. _....._. ..._. ..........._........._ _ _ ;_.... ___.........._.._..__._..___ 4._...._ aQ t - ' Lt.-w .Tc rc ..... :_�.r ...._...._.d=..34••a ...._. ......................._...._ ...... .......... _..._...._�........... _._._._._--........ �_--_._...__.__._..... .......... ......... .... ..... .... _. ... _ e.._._......_...._.--_... 5..._........_....._�JP�'-► ?.........I..:0. ........... ._4 .................... _ s r � E .._... - -- - O L _._._._...__...._,.............................._....,......_.__._...._.:._. _..... _..... 1.. _._ _ : � �4 z ; ...;.... .. ...-...._..:_........;.._........ ____t_._.._..,_.—__.._-•—_._._._._r.__.__..__._ ........._._..- •_' _ -- _ - -- 1 � i - ..._..._._ .._.__..b._.._.._...._._._......_..-' -._._. ........ .. ......................-. - -.. ._...... _...... a_..._ ._r._ _... _..- Ra - 4.o_ - - - ._....__...... .._.._' -- Q ._.... 4 _..._ - I I I ............__........ ._..._....__........_.._..._....._......... _ - ..... .... ... _......._... I A. ._._....`.........._`...._....._..... ..........._..__.._.......--....-... _.. .... .... _. .....`._. u9zi + a t ? _.... ' ' •zsC ,_ �S �"G i I i i c i ._......._:........._.............:.............:.._.........:.............:........._.........._........:. ..._ _ .._._ ..�._..._._..f_...__.i ... ...._ ...._---.-e-.____..----..2._...._.._e.._...._.._......__ _........b......... _'__ _._. ._ ._ ._.. _._ _.. .... roe CZIM496&LI3 P-15-S '4�%GnA&W'G TAYLOR DESIGN ASSOC., INC. SHEErNO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY DATE Tel./Fax: (508) 790-4686 CHECKED BY--- DATE tat Raw- ALE ............................................................ ....................... . ....................... .................................... ............ ........... ................. ...................... .......................... cg� .......L.......... a ........................ lc�!.......-------- .......... .. ........... ...................----------------............ ----------........----------..........................................r...................... ..... ........... ---------- ...................... ........... ............................ -'..S- 51---------------................. ....................... ...........r......... ........................ ............................. ............................................................. ............... ..........................1w........... ........................ Aw7...................-------- ..........6"-A :33 ............................. ........ .................... L. -- *..........------.... .......... .......... .................................................... -------- .......... . .......... . ......... .......... ...... ----------- .................... ............................ ......................................... .......... .......... ...... .......... ............ ................................................. ...................................... .................... .................................. .................. ------------- ------- ------- .......... .......... .......------- .......... .................. .......... ............. ........... 4-1 ........... ....... ..................... ..................... .............. ................................................... ........... .......... ............ -T------- ........... .............. ...................... .................... .......... ........................ Pam; . .................... i (.4 ............. -A................................................. ........... ...... ....... 40- F F 1AG ---------- . ..... ..... ......... ...i .......................... ................. ........................ ------------ ................ ....... ........ ........... .......... .................................................. ....... ....... ........... ............................... ............ .........................................--------------- ........ ........ .... ............. -------- ...........----------- ....................... .......... ---------------- ........................... .................... ...._._...._....._._.;._.._........_....._.a._._...._...._..._.............. ................... ...... ..... ... Vi I*. ....... ...................... ................................ ........................... ......... .................. L ------ . ......... F .......... ............................................ ............................... ........................................ ......... ................. ................ ............ ......... ....................... .... ... ......... ............... .......... .4 .......... ........... 4 17- Z-4 ........... ....... 1, let ..... .............................L...... --------------------- .......... .................. ........... ........... ...................I.........4--v......... . ............................. =L ------------------------------- ...... .......... .......... ............. ........... ............ ............ ........... -—------- j............ ..... . .......... ........... ............. ........ ............ .......--*........... .......... ------- ........... ........................... ...... ........... ........... ......... .......... ................. . .. .......... ---------- .................. ............................ .......... ............... 41;-7. .......\........................... ........... ............. .......... 116 ............... .......... .......... ........... ..tll 47- ----—--- . . .......... ................................... -------................................... ........... ...........--------------- ....... ........... ............................... ............................................... ............................................. ............ ............................................. .............................. ........................ .......... ............... ------- j .. .......................... ...... --------- .......... ............. ...... ...................................... ........... ...................... ......................... ....................................................... .................................................. ....................... r ice -ti�2.�a tea. �i�a�a.-sr�sc o TAYLOR DESIGN ASSOC., INC. SHEEP NO. J OF - � {„�• P.O. Box 1313 02 Forestdale, MA 02644 CALCULATED By DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE S A TVV d"c4..F SCALE _... _......._---------------- _ - ._--................. ..... ------- _...._ ..-. --- ..........._ ._. ..._.. .. : -....w.......:...._.....;..... ......: .. -�0.t4..c+-►E° _0.c-.a..._.'....._......sPm,. ._.� l'�.._._....._...a._.._.. _ -•.- ._._.--. .................._..................._................._..;.....__. ......_.�._....____.. _... __.... _ _.. zs s .. ._.. _ ... _._ _ : _.._. _._....._.._......_ .........._...._ ........_ ......_ ..... - --— —- - _..__...:..... _..�._....._1 . ...._._.. ._._3 14 _ .T.. � : t� __...__._.._..___._.-_:...__.... ____._..._......_._._._...... _ _ .. ... - - - .. - - - - _._....:.__......._.........._..._..__..._._..._..._.._...__...._.._._..... 5 = :.... __........_...._._.........._..__..._._.__._.__.....r� .-...._...._..._..__. _... __.__. ._......4$ _. �_N ..._ ....... _.. . ..... .... _......... _.. ._. .........._._. ......... - ---- - - -- ..... _ :.__....................;.__._..............:..._.........._Z._._.__....1_._......_._ I JL _...._........:........__......_.... ........... --- - .... _ .. ....._ . ...--- ... _... .._. ....._ ._.. - - - ---.. y__...o..._ L . P`�. _ .. _. .... _. . _.......................... t : _..___.t. __._..__.._.. ___:._.C_._._. __. ........._;._._......._..........-_._..............._............................_.__.._....... ---.. -_.._ ._. .... ..._ .._.........._.... -._......_'__._....-...........€_._......_`:...._.._. ...........` ... ..................................._..._;_.._ ........-....._...... -... _..... _. e . a �Vrrs : :................................_._.................-..............___.....__:._....... :._.__..._......_..._s. ........... _s._ ...._._..__.........._..._... ... ... r -- - ........................... - _....._ ._...._. .........._......_... __...._.._....__- .._....... ..._ _-- .._-_.. - - - - ._.. - ..._....... ...._...... __......... _..._.:. :__... __._..._4.._. ...__........ .._..... _... _. _... _._. ............. -------_....__ ........ Z . ; : : : : : : : _._........_.. ...:._..........,........._.__....._......-- .:_.....__......_...__:.._.. --. .... -- _..... _ _ ..._ _ -- - -- 4 _...._.._..._._ . .................... ..._...._.:...._.___..._... ..._.------ . Z _ - ...._ ._ _... - ..... - T _.__.._.........._................_._ ......... .... _._._.............:........._._.. _. -.........:_._.._...... - ... -- - - ----. L._ 8__i_. _._..._ ._..._._.........._..__.._. _..._._.._._......._........._._.__.... ... . -. I - ......... 0� J �t-il C��. JOB GrIfff-MR-100 Zoctfi--�rslpa TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY— DATE 4 Tel./Fax: (508) 790-4686 CHECKED BY DATE A-.SCALE .................--------- ......... ............... .......... A> ............I .............L........... ..................-.................................... ................................................ 4.......... ........... ...... .... ........ ...................... ...................... .................... .................... .................... .................................. ........... ........ .......i........... ................... ...................... ............. ... ......... ............................ ...................... .............;................ ....................... ...........................4............................. --------- ......... .. .................... . .......... .................. ........... 7"..... ..... .... ........ -------------- ................................................................... sit 71 i .................... ..................i- . ................... .................................. ....... ........................ ............... ............ ............................ A, ............ .................... ...... ............. ......... ...................:..............._..........---...a._.................. ........ ... ........... ....................... .......... ........ ......ep ........... ----------............. .......... .......K. .............. .7.771(f -7 ........... iL ----------:4 ................................... ........ .......... ........... .... ......................... ........L ........... ............... ........... ................ .......... ........ .......... ................ .................... .......... .......... ....................... . ............... .............. ......... ------- ----------.................. ............ ............... .................... . .............................. ............................._....._ate___._....._._.. ........................................... .......... ..................... .............................. ..........* -------- ................. ..................................5- ............ --------------------- .......... ...........Zj .................... ........................................................ -------- .......... ...................... .................... ................. ....................... ..................................... ..................... A 3 S 4- f& . . . . ... .... .....1 . . ................. ........... ................. ........... z;*................... Z. .......... .................... .. ........ --------................ ................... ...... - _.._. .......................................... ........... ................... ..................... .......... .......... ........... p...................... v .......... ------ .......... ............ ........ ........... ........... ....... ........ ........... -TILAr 1 ire) ....................... ............... .............. 4ZL .......... ........................... .......... ............. ..........L.......... ............ .......... ............. .......... ........ ........... �= .......... .........—4 i J.......... 3........... ......... ......... .......... ....c .:57 ......... ............. .......... .................. .... .... ........... ......................... .......... C. ........... ... .......... ..........r........... .......................... .................................... t- ............ ............ ........... ............ ........... ...... ............ .... ................. 51-'a I - . I : t ............................ .......... ................ .......................... ...................... ....... ............................. ................... .......... .. ............ ......................... ------- ------ ......... .... .......... TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY DATE 73 Tel./Fax: (508) 790-4686 CHECKED BY DATE .....................4.... Coi i I F..J t7 T'_ ......................... ......... .............. ................................. ............ ............. ............... ........... ................................ .......... ........................... ....... ......... . ..............L............ ......... ................ L ................................ ........... .............. ........... ... cp .. C ---------- ------- .......... .................... .................. ......... ........................ ............. ..................................f . - I- .7._ � Z�( ........... ...... . . . ............. ........... ............................................... ................. ..........:............ ..................... ................ .......... ...................... .......... ....................... .................................... .................... .......... .......................•......... .4..Z+ ;............. .......... ....... .................. .............................. ... ........ ....... . ...................... ............. ................. ................... ................. .......... ........... ...............13' 1 .............. ... .....................----------- ................................. .... .................. tll�......... ................................................................................. ........... ............ ....... . ............ ....................... .................. ....... . ....................... ........... .......... .................. .................................... r. . .. ....... ......17..... .................... ................. ............... ---------.......... ------ op ................ ......... . .......... 6 ILL........T__. ............ ...................... ................... .......... ................... ...........I.................................. j...................... .. . . ......... .................... Fi.......... ................................................ ................................................................. ........................ ..................................... .......................................L ...................... ................................... ................... 14 of .......... ...... ...................... ........... .......... ........... ........... .......... .................................................... .............................F. ................................ ........... ......... ......... ............. ............ ..................... ........... ............. .... ...........:..................................... Z....(5-5: ........... ............ ....... .......... ................ ...................................... ............--- .......... .........................................1 ....... fZ .......... Xp.............. ..... ........ .... ...... .................. ................................ .................... ..................... ........... ............ ..................... ..................—------ ........ ........ --------------- ---------- ......... ............ .................................................. ------- -.i....... ............. .................... tit ... ................. ....................... .......... ...................H� ......LA ............ .... ..... ............ ................... . ...................... ................. ............. .................. ....... ...........;........ ......... ........... ..................... .......... ............................. ... .......510�1 ........... ..... --------- Z-4 .......................... --------- . .......... ................................ ................................ ............. ............. .......... .......... .......... ............... ........... ......... ............................ ......... . ........................AN). ....................... .......... ............ ...... .......................... ........... ..........................ts ........ .......... 70 ............. ..................................... .................. ....... ........... ................... ..... ....... ---------- ..................... .......... ......... .......... .............................................................. ...... 001 ............--------------- ............ JOB Gyrr-�IUA3 vacq& TAYLOR DESIGN ASSOC., INC. SHEET NO. OF Z, P.O. Box 1313 Forestdale, MA 02644 CALCULATED CV DATE 4-40 Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE ---------....... --------- -------- X............ .......... 7F X r I ................. .......................................... .......... ............... ......... .............. ........... .......... ........... ........... ........... ............ ............ ..................... ............ .................... ................... ................ ........... .......... ......1-4.......... �- ............ ......... t 4 ................. Z-0....................... .......... .......... .................................. ............. ...................... .........../ ...................... ......... ...... .................... ................................... .......... ..................... .................................................... ................. .................... .................... ...... ............. ............... ............ .................. .......... ....... ........... ..................................... ............ Z_ ...... . .............. .......... .............. ...... --------- ............. -4.......... Z,421- ........... ............ .........................?**-" .............................................................. .................. ................................................ ....................... ..................... ............ ................... -----------------...... ........................................ ..........i. .... ....... F .......... ......... ------------ .......... .......... .......... ...................... L .................. . ................. ... ......................... ..................................... ...................... ............ ------ ? .......... S49:054 .-A j ......... ......................... .............. .......... .......................... .......................i............ _4 ......... ............... ........... ..................... ................. ...................... ............ ................................. ............ .................... ............ ............ ............................. ................................... ........ ................... .......... .......... ............................... .................................................................... . .. ........................ . ........ it _Xi c; 54C .................... ............ ......... ................................. ........ ................................................................................. ..... .......... pm--r- .......... ............... rs .................................7........... .......... .............. . ..... ........... .................... ...... ..................... .......... ................................ ......... ........... ..................... ........ ........... ........... I A0111 AW4 .................. ..... o ........................... ...................... ........ ..................... ....................... ------- ................... ..................... ............ ...................................... -------------- ........... .. ............... ....................................................... .......... ................................ ........... .................... ............ .................... ............ ......... ........ ............. ............ ........... .......................... ------......... ....... .................... ............................... ........ ........................ ........... ........... clis 09�7r_ ......................... ...................... ........... .......... .....I ..........m. .......... ........... ................ ................. ............*... JOB re"S.&A IV Q 0, Ina TAYLOR DESIGN ASSOC., INC. SHEETN'O. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED 8 7- DATE P-4—11 Tel./Fax: (508) 790-4686 CHECKED BY DATE 6)zzdm:!A HASCALE .................... ............ .......... L ............. ................................ ................................. ....................................................... .......... .......... ..................... .......... .......... ........... C. ...... ------- -------- ................. ............ ............................ ...................... ......?........ .......................... ....... . l ................. ............... ...................op ......................J.. .............................. ................... ..................... ....... .......... %t .......... e_� W c�......... ................. ............ ....................... ........... ....... ............................................. ..................... ............ ....... ................. .................. ......... .......................................................................................... .......... ........................ ........... .......................... ....................... ......................... .......... ............ ......... 40! ------ .................. . ............. .............................. ........................................................... ............ .......... ............................................... ........... ............................. ................ .................................. W16 .......... ........... ...... ........ ...................... ............... .................................. ............. ...... .......... ............. .............................. .......... .............. ............. ........... ........... ...................................................................... ........... ............. .......................................... .................... ......... ........4.- : -7 ...........3. ............ ........... ............................................................ . ................................ .......... . ............................... ........................ ........................ ............ ....................................................... ....................... ................... ............ ............ ...................... .......................................................................................... ................... ............. ------- .............. -- ........ ......... .............. -----.--_..in.......I..... .................. V% ........................ ........ .......... .......... ...........I........ ............... .......... ........ .......... . ........... ....................... ............. ..........L 56-4 ............L ..................... .... ........ ........... ................................. ........................... 4.......... ........... .......... ................................................. ........... ...................................... ...... ....................................... ........... ........................ ...................... ...................... ..................... .....------ ........ ........................ ......... ............ ....... ......... ......... ...............*� . ............. ........... ................................ ........... ......... . ...... ............................................ ................................ .......... .......... ............... .............. .......... .................. --------——--............. ......................................... ...................----—-- ................... ..................... ... ...................... .............................. ............ ........ ............ 'T.......................... ........ ...........A.3 1..9.... ......... o4. ........................... ........... ....... .............__ ..........r ............................................ .... ..................... low .................................. .................. 4..�........... -4c.I........................ ............. .......... ....... .......... '14 -------------- .......... .. ............. ...................... -------L ..............:...................... ...................................................... ........... ......................... ...................... ... . ............ .................... .... ............ .............................................................. ......... ............ .......... .................................................. ............ JOB TAYLOR DESIGN ASSOC, INC. SHEET NO. OF P.O. Box 1313 Forestdafe, MA 02644 CALCULATED BY DATE 4- Tel./Fax: (508) 790-4686 CHECKED BY DATE k H&SCALE ................................. ........... ............ ................................................ .......... .......... ........... ... .......... L......... ........... ......... ........... ........... ................................. .......... -------------- ... ...n-rccw .......... ........... .................................... ..... ............... ................... ........... 36 ..................................... ...................... ......... ............ 4 ............ ......... L...... ............ .......... .......... • ............ .... ............................................................. .......... ........... .. ....................... .......... ............. ._%4c ............................ ......... --i......... .......... .......... .......... .................. ............ . ...... A! .......... .......... ..................- ...................4 i..............4---t!............ 7.' ................................................................................................. ................................ ................................ ...........T ...........t ........... .............. ..........5 ------- ....................... ............................... ....... ---------- ....... ........ ......... ...... ...... .................... ...................... ............ .......... ..................... .......... .......................---------- ................. --------- .........................7 ...................... 4- ....................... fit i .................................. ............ ..................... -14 ................... ....................... ......... Lck...3......... .... ........ ...... ........................... -------- ---------- .................. ...................... .......... ... .......... -------........... .......... ........... - --- , 4 - ............ ...................................... ----------.................... ......................... .......................................................... ------ .. .....!!!� .................... ........... ............ ........... . ......... .......... .......... ........... . ...................... ........... ................... ..1. .......... ........ ......................... ....................... .... ....... .......... .......... .......... ........... ...... .......... .... ........... ........ ........... ............ ........... -------- ....... .......... .......... ............................................ ......... ....................................... ................ . .......... ............................... ...........al--!t .......... ........ F. 91 1 ............. ................ ..................... ................ .......... .............-................. ............................ L... -..* 1.................. k 4- - -A ....... .... 5.. ........ -77-- ... ......... ........... ........................... ............................................. .......... ........... ............ .................................................... .......... .......... .................................................... ............. I......... ......................... c- ................................... ...................... ........... ............... c-a- :........ J,..........L.---J................................................................. ................................ ------- ...........7. ...... ......... .......................................... ........................................... ....... ........................... j. ........................ . ............ ............ 57, 977 ............... .................... ................................................................................... ...... ...................... ..................... .................................. ....... .................. .......... ......................... .......................... .............................................. .......... ..................... -------- -- ............ TAYLOR DESIGN ASSOC., INC. JOB �a,0� bin7F P.O. Box 1313 SHEET NO, OF Forestdale, MA 02644 CALCULATED BY- CT DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE r"Q& SCALE .......................... ...... ................... ...................... ........-------------------- ....... ................... ......................... ................................. .......... .......................... .......... ..... ........ ........................................ .......... ............... w7> ............. -------........... ......................... --------- ------ .... .......... ..1.70 sm -Ae .......... ................................. ................---------.......... ......................... .......... ------- Ilk ...................*.......... ............................. 76.0............... .......... ........... ..................... .............. .................. .......... .... ......... .......... ......... .......................... ..................... ............ .................... ........................ ........... .... ................... 1 4 ...........: - ........... ...................................... ........... ........... J................................. ............? ............................. ............ . ....... ........... ..................... .......... ...........----------....... .......... ............... .................................- omwwep z ...... ........... .................... . ........ .......... ................................. ............. ................. ..................................... .......... .................. ... ...... ........................ .......... ... ..... .. ..... ..... r ........................ -------- -------- ............ A!00 .......... ................................. ........... .............L.--]..................... .............. .................... ...........r ........... ........... ------ . ......... ....................... ..........-------- ............ ....... ..... ............ ............ ..................... 4-4p .......... .......... ......... ....................... ............................................ 1A................ .................................i................... ..................... ........... ........ -777-1 .............................................................................. .....-4........ ........ .......... .......... T:ti ........... .......... ............ ............ ........... ..........--------- ------ ............t......... ............. ........... .................................................1---......... ........... *.... ........................... ......... ............ ............ ................... 4 ....................... ............. ............. 111. ......I.......... --------------- ........... ............ ..................... ....... ............... ipLl: i I Z. .......... .. ........ .......... . ...................... ...................... ........ ............... ....................4. ....... ... ........J.... .... ............. ...... .... 86 +1 w 4- 4-1 . ............ .................... ---------- ....................... ................................. ............ .................. ................... ......... .................................... ........ _......._...a_......... . ..... ........ ..... ...................... TAYLOR DESIGN ASSOC., INC. JOB rQ1 P.O. Box 1313 SHEET NO. n OF 12 JLIR— Forestdale, MA 02644 CALCULATEDBY-4:Z-Qt-r- DATE Tel./Fax: (508) 790-4686 1 CHECKED BY. DATE S 1 Ztece Y' Qs SCALE ............................. ------------- ----------- ........... ------- ........... L........... ........... ....... ........... .. .......... ................._.........._..._a..._......_...._.. ........... ..........* ------- ................... ;-4....................... ......... ........... ............ I....... .......... .......... a. ........................................ ................. ........... ............. F ............. ...................... ---------------- ........... .......... .............. ........... ............................. ............ ........... 7�4-1=: ................................... . ..................................... ......... ........... ......... .......... .......... ............ - ..... .......... ............... .......... f .......... L ......................L ................ .................. ..................... ............. ... ... ... . ............ ................ ............. ...................... ............... .................. ....................... ........ ............ .......................... ......... ....................... ......... .......................................................... .......... .............. ....... ................... ..................... .......... .00 4A...................................... ...................................... ..................... . ..................... .......... ............... ls�L j....................... ......................................................... .......... -----------...........!----............ ....................... ....... ..... .. ........... ............ ....................... ..................... ........... .............. ....... .......-- --!) � 0 ............ .. .............. —A ..................... ................................ ................................... ........... .................................................... ........... ............ .......... ........... .............................. .......... .......... ............. . .......... ...... .................... ............ �- 1, ... ...... ......... . . ......... ....................... .................................. . ...... ..... ...................... ...... ....... ............... ...................... .. ........... ............................. ...................... ........... ....... .7 ............ 38 ............. ... ......................... ..... ........ .........7 ....................... ...... .:........:..._.....:...._...__..... ..._I......... .. ...................... .... ............. ......................... .......... j ................................ ........... ........... ........ ................................ .............................................. ...................... ........... ........... ................................. ...........I........... .. .......................... ............ ..................... ..................................... .& I......... 4,- .......... ...........--i�.........�--�84A: F,............. ........................ ............ ........... .....................................3 ............... ............ ............ .................... ......................................... ......... .......... ............................................. ................................................. ....................._ ..... .... .............................. .............. ... ....... .......... .......... .................. ............. ............. . . L41. ) I - ... ........................................ .................................... .......................... ................ ............... .......... ........... ......................... ......... ........ ................. ............ -------- .................... ............ ............ .................. ................ ...................... ......... ...................... I $a 4 ... .... ... ... ........................ ............................ .......... .......... ..... ................................ .......... Ca 1 l a ............ ........... ........... ........... ............................... .......................... ...................................... ....................... ............ ................ ............... ............ ...................... Nc-- (a X -5 ..........•....... .......... .............. -4............ ------ ---------- ........... ......................................................... ............ .................... ....................... ....... ay ---------- ........... .................... ......................... ............. ..... .......... -------- .... ........... ........... ........................ .......... .... ----------............ -------- ............. ........... -------- .......... ......... ........... .................... ................... ...... ........ - ................. .......... ........................; I........... JOBG e-_--A,"A3 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY CT DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE uI r 10 &.0 ro SCALE ................ ............ ........... ---------- .......... .......... ........n.................... .................................. ------ ............. ...........4 q ........... ................ _4.tv", iiI> .......... . ........... ------------------------ -- ----------- ............ .................... -------------- ------- ........... ---------- .................... . .......................G ............................................... .A.....- ..........c.............. .... ...t . ............ ....................I................... ..... ................... ..... .:.. -..... ..... - - -- ... ... d .... .. ....... ..... ... ............ ....... . ... ... ... .......------ ............ .......... ............ .......................I........... ............. .......... .......... ......... ............................... .................... ................... --: .......... ........... ......... ........... .......... .......... ............ .............. ..................... ........................ ------ ........... ........................................... .............. -------- . ............................................ ........... .......... ........... ....................................................... ------------- ........... ........... ........... 7...................... ................. .........- 0 .............. ....... 111momy 101.,L ......... ------- ..._...._. ...:._..._...__...._._._a.._.......... ............................ ....... ........... ........... ........................... ...................................................... ............... .................... ............ ........ .........._3.......... .............. . ............... 7................... .................. r............. X% ..... ....... ................. .......................... .................... ............... ........... ........... ._-.0........ trS7 .......... . ....... .................. .................................. .......... _....:.............:........._ .. ............-.. I..................... ...... . 5.................... LV--------. T ... .......... .... ..... .... I ........-.- ... .... . ...... .................. .... . ...... ............... ....................... ................ ............................... .......... .................................... ... ......... .................... A-6 4r 0: ............ -------Az ..__- .. - _ . -- - --' ---- - - - - C__............ ................ ............. ..........- .......... ........... .................... .......................................... .......... .......... ......................... ................. ..........6 Ls ................. -Ja ............5.(� .......... .......... ....... .......... .......... ................... . ............ ................. ........................ ........... ............ ............ .......... ................................ ................................ ................................. ...........T........... ..........1 . .......... ... .......... ------ Zi ......... ................. .................... ................... ..................... ........................... I................................... ............. ................................ ........... ............. ..................... I....... ........ -.1,41A..... ........... ...... ........... .......... . ...................... . ........... ........... ......................... ................ .......... ----------..........---------------------- ......... .......... ...... ............. ......... 5 V..........I ........................ .............................. ............. .............................. ........... ........................................... .............................. ............. 3-7. . . ........ 41- ....... ...... ........... ........................... ............................. TAYLOR DESIGN ASSOC., INC. JOB SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATEDBY cze -r DATE-.4 sa -it Tel./Fax: (508) 790-4686 CHECKED BY DATE 5450, Orr P-4-a.0 SCALE ........ ........... ................................... ........................ ............ ........... ......................... ............................................................................... ............... ..................... ......... .................... .......... ............................. ............ ............................. .................................. .................... ............ .. . ......... ........... .......... Ir ........... ........ ................fmd ------ .................... ........ ............ ................................. ........................... ..................... .......... —----- ......... s 4. ........... —------ ........... ------ .......................... ........?.......... ....................... ................ ................... ....................... ...... ........... -7........... ................... .......... ................................................................. .........I..... .......................:..................... . 1 1 i-------- ........................ .............. ...... .................... . ...............— .1 �k. .................. .. ............. .... ............I ........................ ................... ............I ..........------ .............................. .... .........................................v...........;............. ........... ............................. ...... ..................... ........... ............................- ............................. . ................. ........... .................. ............................ ......... ................... ......——---- ........... .......... .............. ........ ................ ........... ...................... -a ..............7............................. ...... . ............... -------- ................................................................................. ........................................................ ......... ................... ............. ........... T5 .................................... 111 er; 7rk -------------------- .......... ........................ ..................................... ................. ............ -Av* i........... ........... 1.......... .......... L . .. .............. ........... ........... .. ........ ........ ............................ ...................... ............ ........-......... ...................... ------- ZT- 4.0*1 1 1 c 7 A ............... ...... ------- ........... ---!...... ................ Iso L.................................. ............ .................................... ...... ......... .......... ................ ...........V-11!510-0.................................................... ...... ........... ................... .L.......... --------............ ................................ ............................ ....... .................. ............--------------------- ............ ...................................... .......... .114 .............. ............. ........... ......... ......... ........................................................ ................ctz-� 3 1 -A.. ........................................ . ........I..... .................... 7 4 .......... ....... .......... I...... ........... ................... &i T 7VT -7, ...... ...............X4 90- 1 . ............ .................... ......... ------- ........................ .... ..... Oc....... ........... ............ 64-0 7 le. ............................ ... ............ .................V.--]........... ---------5 ...................... ......................................... .......................sout'.. ............. ............. .......................I....... ................... .......... 4-i ..................... ..........i....................... It-4 ............................................-------- ...... ............ Or m N .......... .......... TLX� L .......... ........ .---------- ------- . . I .......... -25 t.-Aor, A,f d .............. ....................... .......... ............ 1 REScheck Software Version 4.4.1 TN:�,t or Compliance Certificate 21 ?"1;A5 i 9 Project Title: Gearin Residence " Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 181 Seapuit Road Northside Design Associates Osterville,MA 141 Main Street Yamtouthport,MA 02675 Compliance:Passes using UA trade-off Compliance:0.9%Better Than Code Maximum UA:863 Your ILIA:855 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.' Gross Cavity Cont. Glazing ILIA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 3683 38.0 0.0 110 Wall 1:Wood Frame,16•o.c. 6148 19.0 0.0 311 Window 1:Wood Frame:Double Pane With Low-E 684 0.280 192 Door 1:Glass 220 0.280 62 Door 2:Solid 53 0.140 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3683 19.0 0.0 173 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 en designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements I' in the a spection Cheddist. 001 Name-Title at a Date Project Tide:Gearin Residence Report date:04/21/11 Data filename:C:\Program Files\Check\REScheck\dient reports\GEARIN.rdk Page 1 of 4 i i � REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity Insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.a,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: , #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.280 Comments: ❑ Door 2:Solid,U-factor.0.140 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation Is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints In the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with Insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (9 Comers,headers,narrow framing cavities,and rim joists are insulated. Project Title:Gearin Residence Report date:04/21/11 Data filename:C:\Program FileslCheck\REScheddclient reports\GEARIN.rck Page 2 of 4 I "• (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wail. I I Sunrooms: o Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. El Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are Identified so that compliance can be determined. El Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are dearly marked on the building plans or specifictitions. Duct Insulation: <] Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. O All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions. Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). I] Duct tightness test has been performed and meets one of the following test criteria: (1)Postoonstruction leakage to outdoors test Less than or equal to 466.2 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 699.2 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 Inches w.g. 1 (3)Rough4n total leakage test with air handler installed:Less than or equal to 349.6 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 233.1 cfm(4 cfrn per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). I Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. 0 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Project Title:Gearin.Residence Report date:04/21/11 Data filename:CAProgram Files\Check\REScheck\client reports\GEARIN.rck Page 3 of 4 i n y Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: o A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Ej Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTESTO FIELD:(Building Department Use Only) Project Title:Gearin Residence Report date:04/21/11 Data filename:CAProgram FileslCheddRESchedddient reports\GEARIN.rck Page 4 of 4 f 2009 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.28 0.32 Door 0.28 0.32 Cooling Heating System: Cooling System: Water Heater. lame: Date: :omments: Affidavit of Substantial Financial Interest of Za ( , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Ma 0 Parcel The address of the property is Ig/ 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is of D // , the following individuals or entities have had a 1% or greater legal o equ able interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name I%Am BSI-� - Address _?70 s�; 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted Z)building permit applications for property in which I have a 1% or greater legal orr.equitable interest. eq 6. Within the last ten days, I have submitted (/ building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted v building permit applications for property in which I.have a 1% legal or equitable interest. 8. Within this month, I have received �Qbuilding permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, thisw day ofn� , 20 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT i i i Dor: 1s153s137 11-12-2010 2--48 Ctf L: 19291a BARNSTAL'LE LAND COURT REGISTRY MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 11-12-2010 0 02:48vm Ctl1W 1333 Dort: 1153137 Fee: $3P402.90 Cons: $9957000.00 BAR.NSTABLE COUNTY EXCISE TAX PA!'NSTABLE LAND COURT REGISTRY Date: 11-12-2010 D 02s43Pm Ctlt: 1333 DOLT• 11F1J7 Fee: $2P68E.50 Cons: $995,i)f1) Oil QUITCLAIM DEED Rockland Trust Company,a corporation duly established under the laws of the Commonwealth of Massachusetts and having a usual place of business at 288 Union Street,Rockland,MA 02370,for Nine Hundred Ninety-Five Thousand and 00/100 Dollars($995,000.00)paid,grants to N James M. Gearin and Gretchen Gearin,husband and wife,tenants by the entirety,of 191 Scudder Road,Osterville,Massachusetts,with quitclaim covenants: The land situated in Barnstable,with the buildings thereon,in the county of Barnstable and the Commonwealth of Massachusetts,described as follows: O Lot 163 a) Plan 5725-57 There is excepted and excluded from said land the fee in the way and Seapuit Road. Said land is subject to all applicable matters appearing on Certificate of Title Nos. 1858, 3810 and 5377. a Being the same premises as described in Certificate of Title No. 192855 of the Barnstable County Registry District of the Land Court. 00 For authority see Document No. 1,152,561. f WITNESS the execution as a sealed instrument this Id day of ✓;641 Zz4j 2010. Rockland Trust Comp By: Title: COMMONWEALTH OF MASSACHUSETTS ss. On this /D day of 2010,before me,the undersigned notary public,personally appeared./lJ U of Rockland Trust Company,proved to me through satisfactory evidence of identification, which was (if personally known,so state)to be the person whose name is signs on the preceding or attached document,and acknoyleoged to me that he signed it voluntarily for its stated purpose as V of Rockland Trust Company. El 1 A13ETH M.GIRARD (SEAL) ' Notery public No Public 7 �00m'�°mMM of ry 7 y commission expires,My , JADocs\01 844\00825\0 1522790.DOC MESTABLE REGISTRY OF DEEDS i Fe IUC&S I *SURETY BONDS* United Casualty and Surety Insurance Company 170 Milk Street, Boston, Massachusetts 02109 LICENSE AND PERMIT BOND For County,City,Town or Village Only. Not Valid for Contract,Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN BY THESE PRESENTS: Bond No: 002302 That we,West Bay Management Trust,770A Main Street,the Town/City of Osterville,MA 02655,as Principal, and UNITED CASUALTY AND SURETY INSURANCE COMPANY,a corporation duly licensed to do business in the State of Massachusetts, as Surety, are held and firmly bound unto the Town of Barnstable, 200 Main Street, Hyannis, MA 02601, State of Massachusetts, as Obligee, in the amount of Five Thousand Dollars and 00/100 ($5,000.00),lawful money of the United States,to be paid to the said Obligee; for which payment well and truly to be made, we bind ourselves and our legal representatives,jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas,the Principal has been licensed and/or issued a Permit for the purpose of opening and/or occupying a public way located at 181 Seapuit Road, Osterville, MA by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances(including all amendments),pertaining to the license or permit,then this obligation to be void,otherwise to remain in full force and effect for a period commencing on the 1st day of May, 2011, and ending on the 1st day of May, 2012, unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the Obligee and to the Principal, in care of the Obligee or at such other addresses the Surety deems reasonable, and at the expiration of thirty-five days(35)days from the mailing of notice or as soon thereafter as permitted by applicable law,whichever is later, this bond shall terminate and the Surety shall be relieved from y liability for any subsequent acts or omissions of the Principal. Dated this 13th day of April, 2011. Pr' ipal-Vest Bay Management Trust Witnessed U LTY AND SU i TY INSURANCE COMPANY BY 4" By Todd S. an -At e -'.-' act ss: ACKNOWLEDGEMENT OF SURETY STATE OF MASSACHUSETTS County of Suffolk On this 13th day of April,2011,before me, the undersigned officer,personally appeared,Todd S.Carrigan, who acknowledged himself to be the aforesaid officer of UNITED CASUALTY AND SURETY INSURANCE COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the forgoing instrument for the purpose therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set my hand and official seal Thomas P. Carrigan, Jr. Notary Public Ex ' s 12-1-2011 �► � � �� — — �II��': � �II �p 1� IIhIIIII �1� � ! ; IIIIII� I��j , -' � ��— — ��_ ��° = - ��IIIIIIIIIIIIIIO+ �"�iilllulllullllullluluu�- uu�,�u000 " , Power=No: 00230.2 UNITED CASUALTY AND SURETY INSURANCE COMPANY.: BOSTO.N MASSACJ3USETTS p l hllllgl I II IIIIII) — --— — _ _ OVER����„III I OF ATTOR=NEY KNOW ALL MEN BY.THESE PRESENTS: That UNITED CASUALTY AND SURETY FNSUR-ANCE COMPANY,a corporation of the Commonwealth of Massachusetts,does hereby make,constitute-and appoint — ' _ .Todd S.oCarngan �Illllllllllllll � �— ' its true and lawful Attorney-in-Fact,with full power and authority',for and on behalf of the Company as surety,to execute and deliver and affix the seal of the Company thereto,if a seal is required,bonds;undertakings,recognizances;consents.of surety or other written obligations in the nature - thereof==as�ollows ° � i� ' III - - Illlllllluul�, ,iRilplllllll,��jillllllllllllQ1IIIII Illlllo�,4���II�If�(�� �I II IIII�IIIIIIIIII � - __— Any and all bones,undertakings,recog Imances,consents of surety or other written=obhgattons m the=nature thereof — — =- - _ ""Ihllli hIIIIIIIIIu`'�!Illillllllllll����;i!I lillll�`'I'IlII�IIIIIIIINf''ll!Illllllhlllllllllluul'° ado b nTUNITED CASUALTY AND SURETY INSURANCE COMPANY,-ereb}and 0-of the acts of said Attorney-Me pursuant to these presents,are hereby ratified and confirmed. a This.power o-f=_attomey is`signed and sealed by_facslrniae undeF and by authority of the following Resoilutions adopted by the Board of Directors_ it pu m,Illglllllplllllllll a oiillll"I mlli lui _ of UNITED CASUALTY AND SUR€3 Y�ISI7RANC=-E COMPANY at a meetng dul,yl ca�llled and held�on the 1s'day of July 1993 which= Rte0lutions care now_=in full force and �II III _ — _ — — — IIIIIII!I ICI Ill .Resolved that the President,Treasurer,,or Secretary be and they are hereby authorized and a dower to appoint Attomeys-in-Fact of the Company;to its name and as its acts, to execute and acknowledge for and on.its behalf as surety any and all bonds,recognizanceis,contracts of indemnity,waivers of citation and all other.writings obligatory in the naturethereof,with power to attach thereto the seal of the Company.Any such writings so executed by*such Attomeys-in-Fact shall be binding upon the Company as if they had been . duly executed and acknowledged by the regtdarly elected Officers of the;Company in tbeir oav proper persons. — aii��^pioi,����^iluup��� 'IIIIP1111116 911PI,II I!IIIIIIIIIIIIV��, . Thist power f attorney is�signed andilis lealendlbylfacsrrntlleihinder and by the=authority of the followtng__Resolution adopted by_the Board of T 9 oopo m =Directors of-UNTTEDTCASUALTY A Sj'II p INS NCE COMPANY�ta meetingy called'and held on the-1't dayof July 1-993; °I�IhI Ili°9IUIIIIIIIiIIII� ��UI'' � II'lllllllullllllldllj0'- That the•signature of any officer authorized by Resoluriotu of this Board and the Company seal may be affued by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking,recognizance,or other written obligation in the nature-thereot such signature and seal,when soused being, hereby adopted by the Company as the original signature:of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed IN=WITNE S WHEREOF,UNITE°D GAS-FlAZTY-AND Sl}RETY INS[JRAN I E "' "i"1' °Illllllllllllll lllllum„ _ I OMEANT'has caused these presents to be—signed by its; "IIIIII oiilm 14lill — ——— proper officer=_and rtsMorporate seal to-be hereunto affixed th s 174th day of Jiily 12011110 l' I II I IIIIIIIII - - — — ' UNITED CASUALTYAND)SURETY INSURANCE COMPANY`, Todd_S.Carrig.an,Pr tier f III I'11 l! CommoULMI h ofMassachusetts,County of Suffolk ss: - -_ On teis 14th day of July in the year 20R efore me'personally came Todd S.Cart lgan to me known,who,being by me duly sworn,did,depose, and say:that he resides in the Commonwealth of Massachusetts;that lie is President of UMTED CASUALTY AND SURETY INSURANCE COMPANY, the knows the sea] scribed in o a which that executed d sea affixed to ns rument; that he signed his name thereto by.the above,quoted tp and authori ty _ rp — — instrument is such corporate seal,and that it was so affixed by . authority of his oEMunderthe by laws i f sai=d corporation ql t, �p illlllll III IIII ILl lull lll01jIJIIIIII�O� dulllllll41tli _ = l (I I Oatthn L.Plana an, _ — — Notary Pubhe — III Commonwealth of Massachusetts y Expires { � M Commission Ex i Notary Public ° is -- g l_Timoth M Cam an,Treasurer of UNITED DouiCASIIIUIII llfbittectors-l� �l � ND SURETY iNSURANCE�GOIvIPANY,certify that the forego_mg power of_ateome and=the above noted Resolutions''ofllthe Boar of Jul ct '1993-have not beena_brid ed or revokedand are now=in=force andq ��I�II- h�I1I111!��I�° y g — - - .Signed and sealed by its proper officer and its corporate seal to be hereunto Affixed this day, 13th day of April, 2011 Timothy M Carrrg 1 asurer_ Jill c � III IIIII,=,III� ;I �Ilij TO=CONFIRM AUTHENTIG1TIrOF=THIS BOND R I O+ E tj °I' L(800) 8A9 2663_ c _ _ — llli��li���lll� �j!I�IIIIIIIIIII!IQ�du '�'�!IIIIIIIIIII Vlpluull��Ju�' — _ 1 Kan't Kopy K1 Kan't Kopy'K1 Security Paper Security Paper " I Bidden Pantograph - - _ • Hidden Pantograph • Color Match _ • Color Match • Artificial Watermark • Anti-Co Coin Rub • Artificial Watermark PY Anti-Copy Coin Rub • Erasure Protection • Erasure Protection • Security Features Box • Security Features Box • Microprint Protection • Microprint Protection • Acid Free • Acid Free - " Kan't Kopy'Kt ., - Kan't Kopy K1 Security Paper Security Paper - f Hidden Pantograph Hidden Pantograph - Color Match Color Match • Artificial Watermark Artificial Watermark • Anti-Copy Coin Rub Anti-Copy Coin Rub • Erasure Protection Erasure Protection • Security Features Box Security Features Box Microprint Protection Microprint Protection • Acid Free I Acid Free f The Commonfvealth of Massachusetts Departure nt oflndustrialAccidertts Office oflnveedgations '. 600 Washington S&eet Boston,MM 02111' wl•vw.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Tnfo rMati?xt Please Print Le ' I Namo (Business C)rgmizadou/I.ndividual): . ^I • •Address: 7 7 Q M ihl✓ �I�' � . City/State/Zip: �S7G�✓///� /'/ 6Z6�'phone.#: ' Z Z� Are you an employer? Check a appropriate box: :Type of project(required):. 4. [] I am a general coptraotor and I 1.��]•I am a employer with 6. New construction . employees(full ay.dlor part-time)- have hired the sub-contractors listed on the'attached sheet. 7. ❑Remodeling 2:❑ I am a'sole proprietor or partner- These sub-contractors have • ship and have no employees 8. ❑Demolition: employeey and have workers' working for me in any capacity. .in . 9. ❑Building addition [No workers' comp.insurance compsurance. $ 5. We air,a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 1 l.[]Plumbing repairs or additions '3.[] I am A homeowner doing fl11•wotk . myself.[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance.required]t A152,'§1(4), and we have no 13.E] Other ' employees. [No workers' comp.insurance rcgiiiued.] "Any epplicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f Homeowoen,wbo'subruit iris affidavit indicating they are doing all work and(lien hire outside•contrwtors mutt submit anew affidavit indicating such. tamtractors that check thisbox must attached on additional sheet showing thename of the aub•contractors and state wbether ornotthose entities Nava employees. rf the sub-contractors haSa employees,thaymtist pro iidt their workers'comp.polidy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Nabm: Policy#or Self-ins..Lic,M W W WC 3 D Z / Z!)1 JJ Expiration Date: lob Site Address: S�k ✓/ /`41 . C ty/State/Zip: Attach s copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure,to secure,coverage 08 required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to $1,500.00 andlor one-year imprisonment, as wall as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against k violator.-Be advised that a copy of thin statement maybe forwarded to the Office of' investizations of the DIA for insuranpa coverage-verification, Ida hereby reify and ihepains•andpenaldes ofperjury that the lnformationprovided above/is trueJan'd correct. Signature: Date: Phone it Zp Official use only. Do not write in this area, ib be completed by,city or town official. City. or Town: ' Permit/License ff Issuing Authority(drele one): .,I.Board of Health-2.BuildingDepartment 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6, Other Phone#: Contact Person: ACORUr CERTIFICATE F LIABILITY DATEMlyi p �- O ABILITY INSURANCE DM3,2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF WFORMATION ONLY AND CONFERS NO RK3HT9 UPON THE CERTIFICATE HOLDER. TH CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE BELOW. THIS CERT71CATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWM THE ISSUING INSURENS), AUTHORIZE REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. ■tPORTANT: tf Vw csdl0ate hok%r Is an ADDITIONAL INSURED,tM Pollcy(l")must be eridoreed, If SUBROGATION IS WANED,subject the terms and cOrldMors of the Polley,oertaln popcles may oquin an andomwwwL A SWOTTIOnt on this artlfkate does not confer fights to th cartlflcate holds to lieu of such endorsoms MIOOUCEf1 7 U59TACT Mark Sylvia Insurance Agency NAAW-, 771 Main SGeet iJrA 508 9-0440 �.x(508)4M9227 A, - Osterv/le,MA 02655 .o�11EdIRIthAerlc W,SYMa INSURED DaURERaLAFFOrXOarGCOVERAGE - iMes2 Bay Management Trust nots/REfl A US Inf Co ",c f 770A Main Street rNauR e. V**w Inwrana Co Ostarvilfe,MA 02d55 wUAMR C: 1 atal rA E: ' U F: COVERAGES CERTIFICATE NIL MSER: REVISION NUNI$ER: TH19 M TO CERnFY THAT THE POLICIES OF MISURANCF LISTED DELOW HAVE BEEN ISSUED TO THE INSURED N"ED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWtniSTANDING ANY REOLnREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT MATH RESPECT TO Vwf CM THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,UAnTS SHOVW AAAY HAVE BEEN REDUCED 8Y PAID CLAMS. Mget ITRI TYPE OF INSURANCE POL ICY hVy a ER a� LIMITS A 004EIIALUAa1lm MP0008001D05153 12l412010 1214rX11 iACN OOCIIIRENCE f 1,000.00E X CCRaERCulOENEAALUAaILn7 , TORE - 1 t00,OCIC J CLAMCMADE a OCCUR HIED E�d•f f 5,oca PERSONAL A AVV INJURY 1 1,000,000 RE GENERAL AOOGArT , 2,000.000 NL AGGR6GATE L BAIT APPLIE3 PEq. - rRO. ►ROO TS•COUP10P ACG 3 2.000.000 X POLlCY LOC - AUTOMORR.e LWNRLITT t•- COMBINED 3wcr,6LMIT f ANY AUTO (Es Doc"") ALL ONMED AUTOS OOILY IWURT�Ar ouw) ICNEWLED AUTU 80011Y INJURY(h'may) I - MIRaO AUTOS PROPERTY OAitAGe t . NORr.OMMiO AUTOS (For f UYaRRLA UAa t plCefs su LAC"OCCURRENCE s f HCG1!1c.L.q.4.. A RECJIT9 f OiOUCTleta - _ 3 - B "009MCOe1ULITION 3021209 t AND LUMOT02'UAWLm 3/23R011 3n3/2012 s A on+ AHY PROhMiTORIARTNi"A eCUTIv� " rrt ��� 0"ICERAIM14EACIIA[D7 N/A el kACHACCIOEM 1 500,000(YAwrrry M YN) dwab vdr �L.sL A,3e•EA E7APtovE f SO.O,CDO Al Ot RATIONS Wva _. EL 048FA7E•POLICY UNIT 1 5 DO,000 Oe"IIno"OFCIP""Ano"t,ocAnchs/VFNlLLa(APAch ACORD In.46mm 1 RwI Wn YIMOU%,III "NCO Is rgJnal Landscape gardening, Piint'n9,carpentry CERTIFICATE HOLDER (50 CANCELLATION Hoata'I}128.197� 770A Yer Rsv CO Inc "ULD ANY OF THE ABOVE O"CRIIND POUCX3 BE CANCELLED SEFORE 77QJ1 Wain Stroel THe EXPIRATION DATE TIa:REOF, NOTICE N/LL BE DELIVERED IN OstamAe,MA 02e55 ACCORDANCE 4ffT1•r THE POI)CY PROV *". I AU T>�FD RI�RlSOfTA'>'vE ACORO 26 I00>i/pg t938-21>do ACORD CORPORATION. All AgtTL3 rsiervsd. I ) The ACORD nano and logo erg reglsterod marks of ACORD I �lassachusctt. - Uclrartn►cnt of Puhlic Safco Board of Buil(ling., Regulation. and Standard. Constructien Supervisor License License: CS 94302 Restricted to: 00 ADAM HOSTETTER 170 SUITE A MAIN ST :.pSTERVILLE, MA 02655 • Expiration: 12/22/2011 ( umii..i mi•r Tr#: 13857 - ✓/re TJo�nnnonu��. n�•./�asaac�i��de�a� Office of Consumer Affairs S Business Rcgulaliar [s�; ?, HOME IMPROVEMENT CONTRACTOR GI = ' Registration: .152124 Type: ' Expiration: 8/2/2012 DBA WESY BAY MANAGEMENT TRUST ARAM HOSTETTER 770 A MAIN ST. OSTERVILLE, MA 02655+ ' Undersecretary a.rnluu3!s tnogt!m pygA)ON \ i 911 ZO dW`uoIso8 OLIS apnS-gzgld ljgd 01 uo!tgln2ag ssau!sng pug sjlgjjV jawnsuoD jo a:)Ujo :01 u.tnlaj punojjl -a-)up u0imufta aql ajojaq % Llu asn lnp!n!pu!Joj p!IVA uo!lgjis!Baj jo asuaal-I _-_A I ' ! L ypFTHE Tp Town of Barnstable Regulatory Services rsAxx RS. e� Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder as Owner of the subject property herebyauthorize Gt N�, t-� to act on m behalf, Y in all matters relative to work authorized by this building permit application for: lS e,�, PU i T 65fer)'I 1 ) VVLc:'� (Address of Job) Signature er D to Print Name If Property Owner is applying for permit please complete. the Homeowners License Exemption Form on the reverse side. n•cnon.rc-nurN�vvFar„tcclnU 4 Town of Barnstable �pf THE Tp�y o Regulatory Services swatesTwer.> Thomas F.Geiler,Director h s& 1639. a�e� Building Division TED t u`� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 -A'w Aown.barnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFWITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the'building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. I The undersigned"homeowner?'certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work far which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this txeutption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed pesons. In this case,our Board cannot proceed against the unlicensed person as it would with a licwscd Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure'that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities ofa 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 forrn/certificaLion for use in your corranunity. I (1•fnrn,e•1.n.,,..,•.mnt I 05 C.. as-S7 BARNSTABLE PLANNING BOARD W APPROVAL UNDER THE SUBDIVISION CONTROL O LAW NOT REOUIRED. PLAN OF LAND IN g DATE BARNSTABLE (OSTERVILLE), MASS. 9J.. A BEING A$UBDIVIS/0N OF LAND COURr PLAN$72$-$4 LOT IS7 PREPARED FOR ✓r� Pin "� HOLBROOK R. DAVIS V7 LOCUS MAP SCALE I-.MO' 11-- w c a eo uo r«1 Ln I\ S.RNST D E ASSEa5oR5 uV 91 M.IJ-1 1 n I V Sc4E r w .UxE J.2oo2 ZOKNO OSTTKI:R1-I "IMUY LOT 9ZE: ITT.-SO FT NO DETERMINATION AS TO COMPLIANCE WITH THE ZONING U ORDINANCE REQUIREMENTS HAS BEEN MADE OR IS INTENDED xeww UH rFONI.GE: m rr BY THE ABOVE ENDORSEMENT. —LOT MOTN: Ifs IT � xMlxw Y.xo s[re.as: S PETITIONER Q 5N[ArzAP- U IL ` HOLRO.B R.DAMS 8 V ROOo ZONE:C.B..11(Elfv 1x1..111ELEY N) P.O. IT 572 O.Rxz 199 P.N[L x5000l o1e O SEILLE. A 0 AAY 2 199z OSTERVILLE.MA 02655 rLDDO UxEs.RE.PPRow m_wALED rxou noon ZOr1E N.Ps CERTIFICATE 161.264 rn1N TG rTl ■ CONCRETE BOUND ipMD rAY LpA'�NT O UMCRETE SO TO SE SEr JS R PUB, Se2.Oi LD SPf'UR ROAD 57,.'41 1ox.15' '. 51.of ]AOQIEIINE R.x".IN. _5051YH r _ EATER REALTY MST - URI RI.x..xa 24.ss1l'�i�\ E.STNG LOP Ixsx .( Awt ORLEVAY E.S.G j1Pj55 -�!'7� s 90.259 SFt UPLAND"'1, L-0316 8.952 SFt WETLAND R.x.2.52 1181 99.21l SF t TOTAL •11 SHAPE-20.5 r 0—CASE 8 Y '�I rn.9�-/3.003 a LOT Le S a pNM:.Ar 1'1 1I MIIr Ln v SU xs-sz scc arNt. Ig i i h9_957 /- 97.825 SFt UPLAND s'v 5.279 SFt METUNO 103.10.SFt TOTµ 7/ n r x].y SHAPE-21.9 ii ——. \ •T ERSRIO �G Z \ , DN(wNG � pA p31p OrK 'pu' d. ]♦ p OERT.I154032 `�• SRT)Tx)Y RQArtD 4 rswArzo IA sAAm ss`Pw c Ano \ F WEIIAND A .Y LOT 1-3 /63 Y EII9-I [.SEu[N q T r 1'1 CCNILRLIxE - ;\ <.- IR 121. SFt UPLAND 7'[ ry;,s1 \p 74,399 399 SFt WETLAND $ 'e• 195.874 SFIII TOµ C[� SHAPE-20.2 A S'G, f uARIW GLASEPR W AL POit[118EPG N5.. CE I 1'5e LOTT.as •'�' A A e/ nLDlc c e i 4 a i AL g�-`pgL\ i p14RO'n r.R.Be US'AL Ismx Isourzo Set'T23'r AL Sr-,• oi.er AL ILQ%•, L 4 iN� AL A, ` 23.MST ''? 4Ll uMnN 0.AR•.IAx ROfrENBERG ITS.URr.TCns>.xle 4 k Im Ix>x a La ansr I CERONY MAr MIS.[11. SW L D x RT OS llq 4 OF W.000KO D MM.LAND I wS1-1,2002 0 A 19e9 T T orl a NLNEr1]A—TR 31,x000.NO R PLAN 5.ATE I .NE MAN O, DDAIYCNiS Sd THE Nc THE PRIER K. .REM I)),x' . ME O+TO .NO(A PLAN .S TD ME O IT or THECH 24. PLAN. ����-�� n oll.a0e-362-.511 RVZR r0 NN[PRKA 0..Nr D.1@ RENSEO MARCH N.2000 /9.SOe-W2-98e0 PR AX O 91 MIIN'CAPE[xOMERu1G wG -E NERON MST e1 SI NEI S.—.MS 00 down cape engineering, inc. f P r'qA aar 1113.2m (� CIVIL ENGINEERS � fi La nlrry ,AIL 2520@ V LAND SURVEYORS DANE.�y 1 fi 939 mein St.yarmouth, ma 02675 .RxE N.oZNA.P.Ls.4 Lr 1 L E D SUBDIVISION PLAN OF LAND IN BARNSTABLE Down Cape Engineering, Inc., Surveyors 5725-57 June 3, 2002 N J Q 14 No. 5725-2 W 46Pio 55Ns �aoy 51�5, m P/on N 9 4 � '� �7`r .�7p N 1g- � �.►,�00��e J Na S7?S gi 148 °�' i!I`�, -1g2 s9�?_1, 's' ,?• F I QO^� Plan Na 5725-52 Cerf. Na 61264 ; CB. O.b � ' i ii.�,�L�4°� 161 z 14J �• Ge 6 0 �iNce' 162 155 AL z l Li C.A `{P I 011e Te � 00 �,o? � � E o AL N* 01,c.0m % �. �p AIL 163 r DETAIL /J z AL AL r �; � Scale 1 inch = 80 feet mow', u AL `�P� �111t �lllc AL AL 5 I AN AL Subdivision of Lot 153 o ;� ,A' 161 Shown on Plan 5725-54 , Filed with Cert. of Title No. 61264 Registry District of Barnstable County Separate certificates of title may be issued for land shown hereon as Los 161, 162 and 16J By the Court. po C4.tc �jC i �63' �T`fj?J 'f COPY o x,ino/plan Recorders �NO REGYSIIPAAON OFFICE ✓ULY 25, 2002 '' '" -- -- -" JULY 25, 2002 Scde of this plan 120 feet to an inch JAV-050S Louis A. Moore Engineer for Court DG-700 Pressure & Flow Gauge DEVICE COHR' j MODE TIME AVG _ - Y�� a _ ' �:: �� a f ` - 'I ��\ `� � 1 . _ ' � � - �`. �` . ., `� t � ��� _ _ � i z_ .ref W- DG-700 Pressur,- r. i r, / ry, i aik 1` 700 Pressure 6 Flow Gauge WWI ro�rc T*9 4,4 � '� � � �' �' ^�� �- i' '.' � �� � �,,r. `��� yl,,i�- �.� .�.,, - a, a 0 Duct Leakage Test. est Form oK lk�Z Customer luformation Test Conditions: _ Name: Gb &DiMm' Date: Address: Time: !�.;� City' 380 Indoor Temperature(F):. State/Zip: Outdoor Temperature(F): �$O Phone: Floor Area(W): Email: System Airflow(cfm): Cooling Size(tons): 3 O Building Address:(if different.from above) Heating Size(btu): C)q p Street: Primary Location of Supply Ductwork: City/State: Primary Location of Return Ductwork: Comments: . i WG Total Leakage Test Depress Press X Outside Leakage Test Depress P ss Test Pressure: ;L< (Pa) Tel ressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Flow Ring Fan Press Flow Duct Flow Ring F Press Flow Press. Pa Installed Pa cfm Press. Pa Installed Pa cfm 2 . 1 Fan ModeUSN: Results: Outside Lea ge(cfm): Fan ModeUSN: rv`� •� � 0 �� • Outside akage as Results• ��N �qp�,�.. rj p p Syste irflow: • Outside Leakage as Total Leakage(cfm): 1-4 9 Floor Area: Total Leakage as% System Airflow: / Total Leakage as% Floor Area: �2'•-3% 0 Duct Leakage Test Form Customer Information: �J Test Conditions: Name: 7YY1P,� 7a Date: —C � Ia Address: V' Time: City: ] r Temperature(F):. 3a o; State/Zip: o Temperature(F): 38C Phone: ��g 'Z��gZg Floor e fr'): Email: 1116 System Airflow(cfm): Cooling Size(tons): 2— Building Address: (if different from above) Heating Size(btu): Ott p Street: Primary Location of 1 Supply Ductwork: L City/State: Primary Location of Return Ductwork: Comments: 01.)(IrotnM CUM3 Z5� Total LeakageTeest Depress Press X_ Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pre urea. (Pa) Baseline Duct Pressure(optional): N -(Pa) Duct Flow Ring Fan Press Flow Duct Flow Ring Fa ress Flow Press.(Pa)' Installed Pa cfm Press. Pa stalled Pa cfm N Fan ModeUSN: Results• Fan ModeUSN: ( Outside Le ge(cfm): Outside akage as% 1J Sys Airflow: Results: N �gOZ'I-t7, 7CO side Leakage as Total Leakage(cfm): 3CI Floor Area:. Total Leakage as% System Airflow: 3.s Total Leakage as% Floor Area: 89 o Duct Leakage Test Form Customer Information. Test Conditions: Name: ( �, Date: Address: l3 Time: City. Indoor Temperature(F):. 0- State/Zip: Outdoor Temperature(F): bso Phone: =2• Floor Area(W): I LI M Email: System Airflow(cfm): Cooling Size(tons): �•p Building Address: (if different from above) Hea g Size(btu): O cad Street: P at ion of \ Supply Ductwork: L City/State: Primary Location of Return Ductwork: Comments• (MAOZ 3 - S G 2 Total Leakage Test Depress Press Outside Leakage Test Depress Pr ss Test Pressure: oLJ (Pa) Test Press e- (Pa) Baseline Duct Pressure(optional): N ��'(Pa) Duct Flow Ring Fan Press Flow Duct low Ring F Press Flow Press. Pa Installed Pa cfm Press. Pa tailed Pa cfm A Fan ModeUSN: Results: Outside Leak a(cfm): 0/6 Fan ModeUSN: tW r3 G� Ae n ,7� Outside L age as System irflow: Results: S�tN o�GL'2-.-1--�@p� Ou a Leakage as Total Leakage(cfm): [4 9 F or Area: Total Leakage as% o System-Airflow: Total Leakage as% Floor Area: 89 5 T4f �i� or ,a , Y3, 2 11 r� �: SS I� VD � - L`'�k �, U�4 S r t i 5' STEEL - AUTOMATIC COVER TROUGH CORNER BENCH 8, } BNCX05OXXX. 4� rT 4' - iI I) POOL CLEARANCES TO BUZZ ]NOS AIM PRIOPgtT'Y LDS SIitAL1.BE IN I �~ 8 6 I t ACCORDANCE WITH LOCAL AND STATE REQvIIt®I�TI'S. 2) 7=A.ANDOESNOI'DRW=POOL;LOCAMK IQUPRMWZY, i GRAD�t©MNCINCL WALLS bit 077LBRS E ADW 8 — 1 3j ALLdONSLRUCl70N SBALLBE DOM IN ACCORDANCE VMAl<L C.—— + LOCAL AND STATE RBOUL.ATKIM 4'-1 4--, t I SHALL VERWY BURM unu 18S W17HIN 2 mQOFlNSTALi.ATIONAREA. 3D : :• 8' 36' 1 ADDI�KRULN018 ! a 1 36' I IFDRAMAREFIB,THANDOUBLEDRAINASMEMMO.E 8'1 I ! r I I AT3'•r-MIN(EDMOFEIIM"APART AND. I 11 1 EN'TRAnONT AVOIDANCE MUST BE INSTALLED i _ 7 I 1) COMMONWEALTH OF THE MASSACHUSETLS BUILDING CODE i 780 CMR(8t6 Ed)a Edition of the MASSACHUSETTS BUILDING CODE 8' 12' (One and Two Family Dwelling Code) 2) ELECTRICAL 8t PLUMBING I 171E C0NSTwcn0N AND INSTALLATION OF EIECIRIC vimmTG, - t GROUNDING AND BONDINQ AND EQUIPMENT ARE SUBJECT TO THE STATE 7 STEEL 3 P — 3'—4" CODE AND TO THE CURRENT ADOPTED NATIONAL ELECPRIC CODE CORNER STEP REQUIREMENTS. SPC X3070 1(X X X ` �MAJUDING MUST COMPLY WTTH T FI E CURRENT ADOPM STATE ° E. ENTRAPhIEN'T'AVOIDANCE MAST BE INSTALLED I � � WALL BRACE ASSEMBLY DETAIL ' ►--2 6=--I ' 'm�•, I ANSI NSPI-TYPE II POOL I slra.�rw+E: 1 i 42" Al 1 REV. JED ;10/10/ 1) ADDED HOPPER r aorta wraerulL ' '•, •,r rw14*.1 1r.too" "m:cn°ACK11.10 V`i �iuwcwu -an atria no to sw AREA = 576.0 SO. FT. -NOTE- PERIMETER = 104 -0 p + P1OjS� SWaVIIVID�IG POOL. ei lw CARDINAL SYSTEMS IS NOT RESPONSIBLE FOR THE INTERIOR DIG SPEcIFIC11T10N5 ILLUsrRATEO ON i CARDINAL SYSTEMS CARDINAL SYSTEMS THIS DRAWING. THEY SHOULD BE VERIFIED By THE LINER MANUFACTURER TO EE SURE THEY MEEK 260 S.AT.11 (5T^.)3A5-4733 MINI AT.W (370)355.4733 N.S.Pi AND A.N.S.I STANDARDS. DARNING - DO N0T DIVE IN ME SHALLW END IF DMNG BOARDS SdAlYU(4L NiVEw.PA (370)]bS-1J1!FA1t. . . '� - / - SpN11UmL%%vE14 PA. (370)365-1318 fa. OR SLIDES ARE TO BE USED WITH THESE POOLS PLEASE CONSULT THE WANUFACTLIWS INS SUCTIONS t ' 10 4 11 TrtlEi 16 X 36 A�1D THE NATIONAL SPA WyC POOL INSTITLITE'S UMMUM STANDARDS PRIOR TO INSTALLING DIVINGohn 1 U 4 1 1 16' X 36 t Jd // / lm BOARDS OR SLIDES ON THESE POOLS. FOR INKMATIQi CONCERNING NSPI NIf11MUN 37NVDA4C3. iY.RITE �= 1 $ 1' G � �` 1 8 =1 RECTANGLE NATIONAL SPA AND POOL INSTnUTE. 2111 EISENHOWER AVENUE. ALEXANORIA,VA 22314 /703) 63S-OW! WAM. LR r�NnwE: BAYCAM27a I' � -- °�: LR �� BAYCAM279 NA ProfWAIIIIIIIIIII EughmW lAc= IeN300 smG;cr i 2 SPILL OVER D R4' i • 4'-3 3/8" 4 —3 3/8" B B A A r . 2' R 2f C C RISER RISER POSITION PART # QTY DESCRIPTION A NUCC11962SS 4 SEAT SECTION B NUCC11962BP 4 BACK PANEL C NUCC11962BR 2 BACK RISER A A D NUCC11962SO 1 SPILL OVER PANEL E JETPA15898R 1 BACK RISER W/1090 SKIMMER SUPPORT 4'-3 3/8" 4'-3 3/8" SP620FG 4 63" "FIBERGLASS ROD SP004RC 4 3/8 x 4n ROD COUPLER BPO53ST 1 SMALL STEP BOLT PACK a _..._ E BP106ST 1 LARGE STEP BOLT PACK astaZa LINES SHALL BE IN 2' � 1) POOL QBARANCES'ro BUII.DW(iS AMID PROPERTY - - - - - - - -—. — - .- - - - --- - - ACCORDANCE WITH LOCAL AND STATE REQUIREMENT - _- ", RISER _Z - rr� - 1 f_7"� l 2) TIES PLAN DOES war INaUDE POOL LOCATION ONPROPERTY- ' GRADIId0.FENCW%WALLS OR OTHFR srm III - .; 1'—7•• 3) ALL STRUc ON SHALL BE DO IN ACCORDANCE A� ,. LOCAL AM 4) SHALL VERIFY BURIED um ES WI HI�Td ` 1'—10" 2, 7• s OF IIdSTALLATION AREA ADDI)IONALNOTE 3,_6„ , _� _ G THAN DOUBLE DRAW ASMBA112.19.8 2'-10" AREA 50.3 SQ. FT. IF DRAINS ARE RMNIS ED. W PERIMETER = 25'-1 5/8" AT 3'-W MIN(EDGE OF DRAIN)APART 1 —8" 1'_g" ,� - _ CARDINAL SYSTEMS I'RAnWIT AVOIDANCE MUST BE INSTALIM. i (711»395-13aa " sanmxiu►u%ve►�v,►. » sas-use FAX } qPA BENCH SIDE VIEW SPILL OVER SECTION VIEW ow+wr+� CyyH1 JETPA1589 (�o m NVN�7 TH OF THE MASSACHUSETTS BUII,DING CODE . 1) t/V1r11�101\n�++ d 780 CMR(gth Ed)a Edition of the MASSACHUSETTS BUILDING CODE (One and Two Family Dwelling Code) 2) ELECTRICAL&PLUMBING THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING, x Jr P� CGROUNDING AND BONDJNG�ANDODE AND TO THE CURRENT ADOPTEDU N�UNAL ELECTRIC r ARE SUBJECT��SATE pub r REQUIREMENTS. TE ALL PLUM HEBING MUST COMPLY WITH T CURRENT ADOPTED STA I �M.(�rQf CODE. •� ., „ c G7ARD/nl/aL SYSTci»S ENTRAPMENT AVOIDANCE MUST BE 1NSIAu ED �. MA Proi�alot�al E°g�t°eer�c�e 3b�66 ANSI/NSPI-3 - PERMANENTLY INSTALLED SPAS _ P� 0 M gF� II p: q i I I ' 1 I aLnm g 1 fop° 70 rn --- - z `i� Sill T141 if p��E � n �d� • oF3M ---- n 0 I 4 $ R MAR 15 201� i� 1 I ' 0 I ` D = v i Oka II 211 II V e I I ' 1 I 1 �1 rn s 1 D ?u I a;u U1 rn ju r �Na g I rn n m Z �DtdE�iIi� �`�e A 141 C] SX� o a as 1 0 I 1 N 1 O MAR 15 201 l ------------ ------------� , a7 A.e nom T1041 T}Oo:! nam �s Ar- E w� ►TT7RAG[� a ]N.TI/D.CM TTQ FLAT TO WALL ONLY Lrr I L I TY/STORAG E S o A.7 0 c , i , i A.7 0 i , i ----------------------------- • i %*' r.T. MOT 1 TTMJL I a.7 A.e A.e c a c i A.7 I 1(+ "oPt ""TA&D EMENT PLAN ""°'�" ' "T DATE aensCHs L..M.�-.� As :��.,; s NORTHSIDE �, A.7 0 1 2 t e eT A adAPL YT a 0..ts.s¢roT s maaco DESCH ,��n .� �,. DESIGN � rtwa�u:qt �T�y �+t �+ m►n0o.ct SHEET N0. DATE K uea a ouwws M>n G PROPOSED a�i`R m �:� ASSOCIATES EARIN Rc51DENCc "� .T" , M A O , 6/oan1 8 bI SEAPUIT ROAD u�"01—AD"l-oe v ��uwlrt amDOrtlKewuov w m�.T�s OO CCk'SD(T OF wow�pertmoc" CHEO(D OSTTa u0 r.�.a ao.o.o... c.v>,.�-u o con aur.m nact ERVILLE, MA. �m.c"`� OC901 I .x. •• cs3 ro ti 1 I s t t • f i dr Oka 2 — Ds ° i P P � 1 b 0 > o a h r—pq i q i p I I ' � 1 I 70 e° 1 O;u ¢ I : ;oni �... ut z --- m D z lj � � o acz @@ �X cal r —— SF •� Ea O A #u��>w I• 0 N mr� MAR 15 2011 i I 1 I • ,� 00 � JJ� f 1 4, r . a, �y z � 3 O E �tlt�➢•�lt� �8 ul 6 0 O u � � qq \ 9 I i 1, i J 1 J G D C D � o w u ° \ o J n r J M� • 1 z 3 ' z --- gg 70 �rn 10 -l) _ ilk ! !S v ' 5 � 5• CaCo r .sca: -----------�'" f y Z rn � to t J y 1 1 V f• 1 ' o , N , R � ,s r F DECK SI y ! -----------------• &%WED PORCH gg BEDROOM t:"�Stp jjR%T ROOM Ll - --� r--� I e e PAY 1 I I ' MASTER BATH OL LT-M CAOIMIT , L. RQQM i N N o �E[1Glr PCB ti LAUNDRY PORCH ' MUD RM_ X" T-r CS6 r F%Icm NNM6 20 n. 2" ld/{m1N!O PT. .74 !T/dO W Tmf L y.4 y►f iAgAOi W R. aM MCM~jTLTf AA"!O Fr. 7L! —off TCPICM A1fA p R. YIN TOTAL I "�Os TC2 r� su Hw Lop" REVISIONS ,,,�Ate,,"y CrFIRST FLOOR PLAN = COP1c'T DATE „.�NtT �'�a-•- -. NORTHSIDE M�.Dcmc M�,T�, f M q DO�bNR RCRUMS ITS CCWWM LAW DES CH N WAA9 of ONAtWO!N Qn nc ."� DESIGN �°�^A14 AMC *--� SMEEi IIG DATE: � PR:)Pb'3C0 ro�+m a��e'.o� CKA m!c .1 GEARIN RESIDENCE ASSOCIATES 'i VA COMM�A »r ORA" ..m_.n.w�c Roe.�.o VUd a Wwn Nwnaw A.1 a/le/11 07 SEAPUIT ROAD M.w:.m"L:.:..Q oar ticru[�rsodtrt!mLLYExcw omoN cwWMM wrmm PtrAsg I.I Wr al�f•T.Iro,rtroer•�.m+rfs AIO m.sflNT a"MotmC CHECKED OSTERVILLE, MA. p®ooi�r aa�O me•s ao-af. Q-w iv..n o�� i \ i -` lot 0,0 1J � 1 f3� � N � u � i� u a � � •� —;_o►n,:rv-f.�wy __ �� be , 11 � 4 I i t, J ' W J ----------------- Ito 213 m z 3 A Z --- ti ri ill i C 1.4il � 5 � Sw oN0 r E1 --------J A y 25 '�• O Y�N' o ° N I (� s n i I � i N I I I +c i f I O b a ry. i a 1 ' � I q q e • I I 1 I rn r i Ln z m z °6g�ifQ�ri � XI 111'1�g� ca a� 'dill IMP as � ���� � �i�4 IMP �,� � I 0 I N ' MAR 15 2011 I I ' I ; I I a , I. N n - \ • M � k E z oj rr E - It�l.a! CAI(4p u � 9 I I i ll � q I '• i t J I V I 1 f i D, J ------------------ D ° O o r P ° V' Q r J 1 ; D z � I_ n z - - ?oU)m ta ftl °sr IV z y r 9 � f 9r i ; • Its `� III 1 C I 1 0 C ' GQ Cn 1J/ -----------�' E d y � � 1 o 1 4 d i 4 I ® cm 00 C7 NO Q Po -in � N N °~ !ti � S 1 w � O 4 � b a 61 Ix fix i Z � = q ' q i I 1 I I I i rn - � m z ---- `� — �a2 c� , ?a 0 I m N I MAR 15 2011 I � 1 i i 1 J' \' 3 R I 1 E Ln z I �N+� 13 rr tK- Lit `c �e � .• o. wav• x o1 s 311, d CA 9 � I i u 1 ■ t J • 1 I II 1 I , .J I 4 D, I D ° a 1 J^ t J 1 ------------------ 1 11�n CD 1 IV m A (Jl m -- n Z , i , rn ~'4 ilk I Ic1 Jai 1 oxD�r � 1 1 1 1 l � 1 j q. �C72 iw ENO `n ------------- { � V VI 4 �4a W A� k 1 , V �i V \f W V 3 ! ' C7 _+ i!a if i I � �r GZ!a�.���,,;;z!i T�.�✓� mac.=.._ �,, �GLy✓oY' C�`'Si.gam ��''-�✓^,�`=- '-`'�` ~'`\ c� y i i i i 77? I _ fENW � `a. \ \ spcf r R MBA \ No. 5791 C 3�, F j F a � S 5--5"5'. 7 7 S- 5735' �9 � ,, . , ,i, I , � � 5►+ EY K OBsERVAONHOLD LOGSPEt1CGr_A1�G,V ��,,�� : L_DL---L'-Pr / aSTA I NO SCALE N------ , •, --- r a DCEP Tf E_RVAT90 H0+ E 1 EL = 15.4 D'\✓�) S-- 0 NEF 1) NO GROUNDWATER Dr P TH FR CM SOL SO+L SO L CO!OR SO L OTHER - -- OMPAN MUNSE�_L >a0TTL1NG i F HCf�1 ON TEXTURE G I + r- . . , ., ��.. , ! - ___ ...._ �•� 260 Cranb�ty Hwy.Orlc.,i,. i p■ - 6■ A LOAMY SAND l0 YR 2�2 :�� _ n F 504.7,54,� 6 18 B LOAUY SAND 10 YR 5/6 ■ \ IM�21H BAIT HAY litl ET AN STREE' 18 - 132 C ADkl D-COARSE 2.5 Y 7/4 - —� \ \ \ \ ASSESSCkS MAP 85 PMGEl 13.005 I \ ,! F = r ` / j ? Ct �RVAT:Cy HCt� 2 EL 16.4 _.._ -•_.•-. •• � �_.� � / � 1 BARNSTABLE OSTE.RYII.LF f far' -RC",� SCIL SOL SOL CCLCR SCIL HORIZON TEXTURE !AUNSELL mOTTUNc OTHER -- -x � - , \ , / KEY MAP ?• p A LOAMY SAND j 10 YR 2/2 - _ x115 / 1 1 I / / / / NO SCALE / x,l 7 3' E FINE Skip PRC?G ,l i B PLAN REFERENCES,- L0,Vft SAND 10 YR 5/6 _ IED. - CONKER 7 ,1 I �!' i:n,�'a t7;t u.s. ,I : ` _ _-j , PARGEL 13.00C) , 2-It 2■ C ► M5Y / ( __ - _ " _-- � ' ASSESSQRS MAP 095 Sid,�D _ A�( _---� c . �..•'.ti„�/y'"- x u.o - - _.... � ��- / �•`+CREIE ea.:,rD L CP 5125-52 C'0-I_y7r-ED _.-J: r""'- L-.-.� �: �`1/ ' cIL] � tll � -- __'-----� Tl TIE 5 SI Tt F'L.AN OF LOT 153•-C a APU I T ROAD IN THE TORN ) OF (OSTERVILLE D+_ SIG; ; CULA TI J� 1 S BARNS PREPARED FOR FLOYD 57LVIA, Ely, DOWN CAPE ENGINETRING, INC., DATED j.s �\ SEPTEMBER 9, 2002 AND REVISED NO`/E'a8tk � � 25, 2GQ2 rcc, I F! �':y S SEDRCC`.IS AT 110 CA F3 DAY FER EEDRCC`,1 = 660 CrS � - - �560 CFD X 2C0'; = 1320 C:!1GNS - USt 2,CCO GA1.LC,`I S£PPC T.':':C �� A 53' L x '2' '.Y. x 2' D. !E:,Cr:';; C�,`"� ? C,SN LE,,Ca, ! . 8z \ � � ' ! FLOOD OOD NO J I FLOW 2ChES C, B. A13 (EL 12), AND A11 EL.. r; = 53 (2, _ Y .7 I + 53 (10) x .7: r ': '2� 2 r .7' - Cs3.0 ':r _ 11) AS SHO Ah CN I NA FIRM PANEL �25CCG1 x 12 '','i. x 2 'D. !�.aG�„ G G�I,�',iEER - :63 ID > t.�C C '0 Al - 1c3 _ r ' '+ D hEIASID JULY 2■ 199`' _ .= ( 1 ) - 2,Ci9 C.NL H-20 SEPTIC T:+:IK DISTFIEUTIC"J E0;( ( 5 CUTLET) LEGEND I � _ r - It \/O Tc� EXI u L _ „ :,iTH THiS �� .. .iF-,... -1 . 1) GA.RBAC- :;rt ,GERS ARE NOT ALLO,,ED C_'_'A0N. C , - 5..� x - -- _ -- 2) THE '.tiS'%�^. !S RI:SPCNSBLE FOR ASSURING THAT 0CwPC,`IE`ITS CF S N�1 .' .. (. 12 x 7.0 — r r E r �.il� -. RUlvIL�', ' '1 �,�� .-) �c I.�I�C�� r�" 1 '� ;�, DISPOSAL SYSTE.0 ARE DESGNED YA71`1 S:,F C - "I. '?a1�' �. �E�L + �:�LE,;C�ti >;i- 1 1 I I _ , _ OF,• �!r fi; 11. ANY I ,}, T STXN ALL LOADS TO BE !MPOS'.D C T'• -��� �.y•�/:..I �` �+. Fy r. TR EN G G SU ,,.•. 17.r ' s. \ ..,}... . ...� +p! �" 1 1 cc!,1PONENT Or THE SYSTD4 SU8,)ECT TO T_ CL`:.AR TRAF7-C MUST rr� !'"NI'rl' V STANDARD OF A.A.S.H.T.O. H-20 14HEEI LOADS. r `..y ,►o.s SPOT C�2 � Q' I,tsrs►u . Y�ITH A �, J •� r54 �a. . 11 11 Olt?_3) PRIG TO SETT NG ANY SF_YIAC£ DISPOSAL SYSTIDv CCs�PCti�T, INSTALLER � _ ,� r, I "NG `".EDITIONS, INC,UC,,Ic nSVA-cr;S CIF Ex1T IN`I,ZRTS, , TEST H .. ALJ ti 1' y , "N S TO THE CES7G`d ��L�." //�� 0 R 1TY , PPE Sr�ALL 6E 4' DIti SQi 4v P'.� I nLESS 0)THFR�iSc" /' _ \r ti.,`.°£ ti ;..� - ,,. �_ ` / , .TOTED, THE u:N,u�u SLOPE OF 4' DIA S 40 Prr SnALL BE 0.01 FT/F7. `�, � p . 5 h0 PART OF THIS DESGti SHALL BE ALTERED WTHGUT PRIOR APPROVAL .S-��?�-'���Q y f r- S`, `� ` `� rr,-�p N AND THE A(�`dT Ct THE LOCAL BOARD OF r..� o c.,�-%u.,/ �: - �,.„,;" FRC�1 THE DESGy E`1Ca EER \1 xls.3 p LROP Q / 1 I" I � S Sr1A:l BE 4�E IN 1'rR1TiNG PR;CR � vf�!�✓-�:�- �a,�r- :'' "� `\ � � - " HEALTH. ALL REQUESTS FCR CtiANa ' �. �`� -� ,� t 1 A. A, I E j yy��p i 70 CONSTRUCT ON. m `,� y \ PRCPo p 2,ppp 1 ` ` \ �R I FCR SYSTE'J m1IPONENTS .�� S 4 G11-1• LH-2G 6) THE USE OF AL T7Rti,.TE MANUFACTURERS T^ tEVT REQUIRES ,o� G�,n •ram,%' •"�a,,�I • .,, I�V�t � s' r s ,•4 NOT BE k:DPROYED IF THE USE CF =R -�'. _ . o o ,ram SHALL :'� �-.:..,^ �.= ,;`� � � ;��" 1 ti 1' rC `L "/� �, ,., ..1..J.. rw r 4 !•A ■ .rw ' '4JM' ` _ ..m ' LI J.�, *` V. 1, ,.i M ��1�t�CES iN Gt GIt _Crf OF E�0STING UNDERGROUND ° } TA1N THE !C ,n„ .`'_ ~ ,,, k� ..'o' . . O I I E ii�STALLEk :,r,,,�.� ASCER IN THE ._,_ / TIES PPoOR 'G EXCAVATION, AND S-,;A'- P tO IECT UTIU11ES WTH _ _ UTIUco ; �4Rt; AREA DUR,NG CONSTRUCTION. , + "t I .��� , � ', `'� j .3 ..._ _.•}', 1 ' 14.3 � '�� ` !,�1� , !11 ' .� f Ru'' ,. - / `\ z w 1, ;c , 1 „a , '1 ` 15.9 —~ _. l.' �t , i `� 1 E� LOCATED IN A NoIGO x fry- �.�� \ ,I a �►� ,: l r a nil I n t\ + 1 +y ♦.? 1r wqVil- a � f ' {.t+r • is r f PLAN 1 - zo si IT�J � FC�� '�" . .._ . -.°•.i J 'MITI���� - \ ' -- " / — _ \ , ti+ °-.., _ ..^ �� . � •IrM �„ F _ � •(� h es't w..1 _ _ - r —_ - ,, � ar, >ro mac: _ +c� - _ . THIS / r '�,, , - \ �,` AREA i fa BY T0Y*— I - '- v Q ;Ep WAST,4 F."'K C�•. �rt.• s , /� \ l� U y�/)N s "" DEOX l�:t '+� E. r ,� 4_, ,��i;S 17'x17 i ) •� .. .n►..,, 'r o. ^ ''(�j r- rn�V a I _ � C „� � � FEB 2 1 �.'� pf �/ �1�.` • SCH P"-. fTC. 1 I ,n•"'°�'•"' - t, �• • *' y t..., ` .?, x,. — . r:'l. ._,,,� •r �o ' -.x) f 4 G,+, �_ Q BOX 4d P'rr' :�` �, Fl..'`ar :3,�-� �-L..__._-• '-��-'•- , ' ,.,i��, - �-s�"""- �� ,,'�i.r� ^. .: � �" _m _ . \� � STA�!{„� CC);" j • � � '�' � .�-- � liTl (LV� �*,•jam•`, /�f � '��1 r "" +.1 ,. � 1/fld, �- ,k $S 1 •id, qk,.. �:. I __"'. �'+.. rl 10' DEY1*- =�""' . �^ --_--• tR :1;:JtT _'. /r,/ Is \\ ,aw�r " �iJ''.. M G L 2000 Gk Fi-20 ,� -:, 14.1� j - ? c.29 _._ - , ''�` 3/a TO 1 tp-* �# ^Ir �J tw STATE E1�1 C'I,` )c [. 1 vx YmT� / rr DtULE V:A,.' / _ ,,. D offs ' ' I'r,T # 4 Wi01lEliT+ll �Il�" A� ! SPECTI ( ) +'` - .+---•- .__r , ' w/s! c P. o BASE I %�� �/////1 / � / /. 1}� `y]( 12,01r, � iY PiQNEER. 12-25 1 I Q -`= CRU9iED SfGti: i ,ti.. _�l�' _ �Q .."""�.. '>:, 0 / is �1 SIX �',6 . �i r1�IJM:1� �Y ThE Iz ' �i *10 x X-Q k i Q GMAT i �tt�► w h APrI r! r� r� • 4 DU SCSI 40 r''�� 12'_R- Q V � jY _ f, AS Sol r . I P ,�O � r�PE tS 1/8' Pfit '� �,pACTID BASE � a �S) DaTNG D'BOX 1111$'f RDdAIN i ETcO V;E'rl W� i . ,,'' •j �� � ��� �"�a �}� ` � "ro A W� 1 ' STONE QN � ' ./ C LAIN ,,� Ewr,►►,� LEVEL FOR 2'-o' BUCR£ PITQ-TNG ,, f ;� ,', ?� I,,,. , . G/ItlON IE��H SfGNE DO>:tl M LE.ACK1iG FA(JIJTY r'� ///�/�//��'.•"'///i% 1 �(j}��� p � � ''' ��RE�I{p��r/ (�'lJ1/���(][ PR[` ► 1 f !' `s /t' a .A rl,a. j/'! f-� /,/'�/ i,�f'�/f. /� '.l�t �'.!i lA'�It1' I IM+� � � 'N• I ND c. 5 i l o�c. r.�+r x LCN ' _._ q a+�, + 11E INFQifYATI (>R BEEM ACCORDING TO oN 4 FT 14 �0 53'-0• '�i1,E S Of 111E STIR NRQNY�NTAL j1p9w,Mow }� SCHEMA TIC FLO V F _T1fv Ng 'I T10NS MUST CONFORV TO THE MIN14!JM I ..............M.. .,..-b t , ���T ���r a^�•DAIE of SMOKE VALLEY R � TESTS: AUGUST 8, 2002 ESTIMATED HIGH G OUND+',ATER CAllCULATiCN N/A �� � DASTAL PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DRC' (USGS/CSC METHOO) I DEEP OBSERVATION HOLE LOGS z NO SCALE INDEX '.ELL ZONr NGTNEERING WITNEED BY : AH OJALA, PE DO 'I CAPE ErIG'NEFRI�dG, INC. m DAVID STANTON , HEALTH ACF�IT D;17E OF READING: DEPTH TO GRC4JND�/A7tFt: >:�••\ SE���� Ro• O� � � ,t r �,T�. DEEP OBSERVATION HOLE 1 EL = 15.4 NO GROUNDWATER ENCOUNTERED READING:-_,_._ A.N Y� jjv Aft SOIL SOIL COLOR SOIL GRt a "j'I r DEPTH FROM SOIL C;JND. T>=;� LE:LFL ADUST�IENT:_ i � SURFACE OTHER (� �° 2 260 Cranberry Hwy.Orleans,MA 02653 HORIZON TEXTURE MUNSELL MOTTLING ACTUAL C'T,, 0!JND'3ATER LEVEL f) SIIE; EL=-. �� l� s� F 508.255.6511 Fax:508.255.6700 0' - 6' A LOAMY SAND 10 YR 2/2 EST111ATED (k1AX.) H!C,i G"C1;PID 'ATER LE�'El: EL= 6' - 18" B LOAMY SAND 10 YR 56 __� _ _._ __ ___ L�oaa 1 / \ `\ I _ - WORTH BAY BAY TREET AIN STREE 18' - 132' C MED. -COARSE 2.5 Y 7 4 X1i.0 1 \ \\ \ \ \ , ,,� ,�. ,,,� ,,� - .y _ . . -- ;+ �1y \ \\ \ \\ ASSESSORS MAP 95 SAND / \ \ \ \ ' \ \ \ PARCEL 13.005 \ \ \ \ \ BPI E ST, v s .4 \ x5.1 �2 x5.8 \ \ \ j��. cG kc A x103 0:3 a PO 90C )WATER ENCOUNT D) \\ ,< 1' AT A DEPTH CF 132' � \ \ � \��•. / �`C I \iA< DEEP CBSERVATiCN HOLE 2 EL = 16.4 xtl'4 \ '_7 - ' ' \ \ � \ \ / l / } BARNSTABLE OSTERMg MA .�7 KEY MAP DEPTH FRCM SOIL SCIL SOIL COLCR SCiL - r�. .J, /\ / / f / / NO SCALE lu SURFACEHORIZON TEXTURE MUNSELL MOTTLING OTHER )� / " Y \ ` '_- -- j'V ` \ \ 1 / „ 0' - 2" 0/A LOAMY SAND 10 YR 2/2 \ x11.2 ` _ L. 4. v E FINE SAND Y T.. �� _ _ 7 2 _ 3 , �,� x1, / ~ x,� PLAN REFER N E _ B L0.1',IY SAND 10 YR 5/6 4l/ _ xi1.7 \ = - - ' - - / J ' ' E C S: _ , Y 3m 24' \ _.__.__.__ ASSESSORS MAP 095 PARCEL 13.OG6 - C "dED. - COARSE 25Y 7 __` _, a ,.Y , �; / _ \ 3_ v>. 24' - 132' /' _ 1 _ s,n �,,� / _ x15.o \ \ cit.3 _ /� CCibG4ETE EG;,O ° c>~ _ -- _ _`_- �^ �'"' ELEV. - 14.6d LCP 5725-52 1.0 C'=110,11NTER c:CCt:;I;!✓, �•,.; __.._ (---_ .�. _. -� t2. i , TITLE PLAN OF LOT 153-C SEAPUiT �T ,1 CEPTii CF 132' ^'' ., - _ _y.�----�C "" * �,. 'o \ - - - \ / 8. _ ^� - , , � \_ \\ \ ROAD IN THE TOWN OF OSTMVILLE) ' ��:.v.� ---._.._-.__. ,- ., .. .,� - \\ '\.,��- - � >,�•,.�\\ _ _ __ _ / \.\ BARNSTABLE PREPARED FOR FLOYD SILL1A, BY a f 1 DOM CAPE ENGINEERING, INC., DATED DESIGN CALCULA TIOi IS ,_ J . i \ SEPTEMBER 9, 2002 AND REVISED NOVE.IBER _..- 25, 202- \ \ yp FI.U. S 'E:1 9, C•C„IS AT 110 GAL. PER DAY PER BEDRCC.,1 = 660 Cr0 6E0 C0 X 2C0 = 1320 GALLCy`IS - USE 2,000 G,i11CN SEPTIC Til.';< ':r'� <_� �•�y r, �\ �Z -- .� ,,� \ Fl_DOD N0 TE. A 53' L x 12' :Y. x 2' D. LEACHING CH,!;IBER CAN LEACH: rt = 53 (2) 2x .71• + 53 (10) x .7t + 12 (2) 2x .71• = c,o3.00RD _ _1 - x13.2 / _ S C, B. Al 12�,yAN .l � f i 11, i ! � , ,.� r t -,.:+ �.., 1.� a t.z �,.a:.a•ir .�;za x 121, V/ i 3,F,.� !J+ ... ` \ ;,, i ` �`�, l E EL ,�1 _ N 3 EL D 1 EL r l 11) AS SNO;'rN CN FERIA FlR�! P �25CL`O1 � / \ x1:'a _ 13 D REVISM DULY 2, 1992. IL TiI�.L CIE ( 1 ) - 53 L x 12 3. x 2 D. LEACHING CH,1',ic'ER Vt = C53 C;O > 660 CPO 'RE),I). ,u. 1 ,1 n ONE ( 1 ) - 2 CGO GAL H-20 SEPTIC TA?iK ~I \ .,; �. x13,5 CIE ( 1 ) - DISTRIBUTICI BOX ( 5 CUTLET) \, \ �, i '*-, a„ ,, / � `% '� �, ' / - LEGEND N 0 TES 7.M EXISTING o SEAL 1) GARBAGE GRINCERS ARE NOT ALLO',ED 'iATH THIS CESIGN. r{�;;' ,� „�• {� :1 I i - - ECC CF 'rETLAr`1D 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPCNDiTS CFs t� Ito \ I, i z ? �, \ I ��jN GF,.r,, 1}iE SEWAGE DISPOSAL SYSTEM ARE DESIGNED Yr1TH SUFT1CjE`IT " U- Ru uA H _ ' :o '• �•., :, c, '. xi 3 I __ ` \ \ \ 3 CONTOUR o c10 STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY ' \ CC'4PONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST � �_ ��Z� �� \1 t _ � �• xt6.5 SPOT C,'2ADE V 458 CCdPLY WITH A MINIMUM STANDARD OF A.AS.H.T.O. H-20 VMEEL LOADS i \ 1 41 a 3 PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT INSTALLER ' �, `� \ :�i0', TEST HOLE VERIFY TiN i - T1 IN ..I ` 1 �• . '\ �� li , l'i0'.4i 1 1 1 'gd SHALL VER EXIS G .MIDI CtNS, C�UC G ELEVATIONS OF EXIT IN�'ERTS, '+,► �-�.. I �r, f A'.D REPORT ANY DISCREPANCIES TO THE CESIGN ENONEER O 6 / r �' E I BE DIA SC14 e-0 PVC !INLESS ryTHc,a+ cr 4) ALL GRAVITY S� PIP SHAD 4 j NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE 0.01 FT \ � �.. ��' �____.__ , / _ _-_ / 1 a I FT/FT. �Q�.= : i � '�� ,,�� c� -- �- ,/ �1-��2 � f iROPOSE D t• 1 1 . �, r x12. 5 NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL � � x12.3� � � <. �� p /� \ \ FRO+! THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF �r7. - _ _ _ ..�. �� 1 e� X1s.3 p i / \ \ \ w-- WATER LINE a �� /,,J f d /cam, / O, / �'•r o�EL� �i ;�.? HEALTH. ALL REQUESTS FOR CHANGES SNAIL BE MADE IN WRITING PMCR a vl� �y� o - � ` \ �� \ '��:F`„ � � � p / `// � � \ 1 a TO CONSTRUCTION. �, \ PRCaC`:ZD 2,X3 ' / \ 1 17 CONTOUR ' 6 THE USE OF ALTERNATE MANUFACTURERS FCR SYSTEM COMPONENTS .-� \ \ �4 \ ''> �-. � 17. 1x15.a ',�1�.s c+1.1.cv 11-;o CtiPT1c � w SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES \\ \ \ \�'" pe, s� TitJ;;C (�, l r 1 +17.4 SPOT GRADES Q .o0 13a 7 �, �,\ 1 oc= J x13.6 O CHANGES IN DESIGN. ... � �. w.. m r �••� e•.., ses ea, 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND ;!2.9 � -. "--4. �Z '� UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES INITHIN THE WORK AREA DURING CONSTRUCTION. \ \ 1\ (\ '�9� �C1 PROPO�ID - - _ _ .,, � ' i W ROCS( � �"` ^,, ,,, / IIR NG W. & � � ►=-r _ CHARLOTTE F. RAW �n�r \ WALL 'ti* �x 15.5 L11 M. 4.J q \ \ + •a _ ** CERTI9Z461 K ,,, ,.'� t a.3 -` siD'o o / LCP 15055G LOT iS LOCATED IN A WELLHEAD W. PROTECTION OVERLAY DISTRICT15.9 ~ � r o RU BA xl , �' h' Na 791mo. 25z,�) Q \ I \ ��- �^ ic x13.5 J IN v \\ n t,I. \ -- _�. \ huh-., J - \ '` P",C•i'G�r:� h 1 ('� ,�, Y x�2 r, +� X10.1 It Yl p A ._Y St�.,I--Ltt n h "�f '� \�/ / '♦ 1 ` �..� ISCt1 TED ,rt.lla�. '! PLAN 1 20 10 0 20 60 - I Ic 114 o ..d'rw.r,raz.Js•A r if TC1' CF Fn'+DATCI - _ !,�-v /�� __ - .. i - 1 Imh 20 it EL 185.E > RJ1>g COtifRS TO 2AaSE cct,lzs TO 1111TI A a' _ _ \ - - _ j - �� \ (THIS AREA IS SERtiED BY T0,% WATER) \ w C, Fr•ItSN c;ttx� I�' �aai G1L'+L`E - - '` ��--= `� � � \ - ' - ` /�/�• - -; \� ' � � - v \ 11AX. 'Cox / - l / �:lc i!c C,. �. ` '\ 9 \ I" . 0 .... w 'EOX ! �`!lei"! D E?OX ;icLE ?i 1 \ - i �� C^ ` 7Z,,,,0� ( / �: 00 �:r � - 3:uAx :s1zx,z -- 4 CiA SCH 40 PW F E _, , FLOW LWE 4' CIAi 4-0 P',C FPE 2' �' ` ` --- rv17Z - 4' CIA SCSI 4U 1'VC FFE 1/ 70 l/2" �' �� <G(;7� \^ \\ Tr 1 =- 1 I SCALE 1 n 201 cr, - D'BOx a1>�r�c,�I � � �' INSPECTION NOTE _ _ DRAWING FILE 10' Y een� OR FLO"I EFFECT, C16341-DCEI.DWG g 16.10 15.48 2000 GA1. H-20 NV 1ERT AJ CEPT�f THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION S DATE 12-23-05 N SEPTIC TANG 1524 14.a�i 14.�"9 ta.CO 3/4' TO 1 1/2' �y ( ) w/SMATARY LEES AL NY. DCI;L'l.E WAS ED SM"E OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. DRA WN BY • cPicTEn ''' '- , ____ INSTALLATION CG'ITRACTOR MUST NOTIFY THE DESIGN ENGINEER MAP/TI.,M THE f� SLOPE FOR w/ 6' LAYER OF / ' / //, CNE 1 - 53 L x 12'. x 2 D LEACHING CH 1.',iEi:R CC`NSTRUCT RI - 12.D0 � �i�- / / // / ' ( ) 'i r - I',_OR TO THE START OF INSTALLATION FOR DISCUSSION ON CHECKED BY 4' DU SCH 40 PVC CRUM SI�i£ - _ 4' A SCH PER C a -0 -0 BY PLACING SIX 8'-6' x 4'-10" x 3-0 LEACIiIi�IG CHAMBERPIP REQUIRED INSPECTIONS. rui. >< FT CCWPAM D BASE GAS BAFFLE 7.1 �' '_ • � w/ a' LAYER OF 'TUF-T1TE' OR O UNITS END TO END WITH 1 0 STONE ON ENDS at�D 3-7' o CRLM+m SR)NE APPROVED EQUVALENT u�EVEL F D' BOFU;E PITC}#Nc °�O " "' �-.-, ST IE ON SIDES. (USE D GALLON LEACH CHAMBER UNITS AS � DOYM TO LEACHING FA(r7UTY / MANUFACTURED BY SHOREY PRECAST OR EQUAL). NOTE: TEE DEPTH BLOW ' _ THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO U 58'f L DEPTH F LOW UKt ----- � THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL S V 5 FFTT 4 R#QfS LONGEST RUN �T FO GRCt'``VfATER E`'C�!:1TE:"�] AT El.•-"J' >_0• CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND o 6 FT 24 *KM LOCAL BOARD OF HEALTH REGULATIONS. u 7 FT 49 INCHES .q� o� SCHEMATIC FLOW PROFILE A ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 w w I � � �OF L SHEETS PROJECT NO. I - i 0 C16341:00 i I � 4 I � � q 360 27 ------------- C----- ,o�L1-�'3Y c o,�s T�G- �,tips-.�•`_. .V � ���Ti.�✓� Lo�T/o.✓o.�' A•GES�S/�-T F-�.��E � ••\• �ST�J���fn4y� I \ T �.. TEVE o RUM A �' 91 � FESS �qh0 SU V _ I iv 725 o73S �s 13