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HomeMy WebLinkAbout0050 SEA VIEW AVENUE S� S Ems— �t � c..<.> ��eb 0 a e six ;.., -• � ,. �� , .F .'... .. x ,. �,, a...:^Tr i — % — . . d Town of Barnstable *Permit# —d w rres 6 months from issue date o� Regulatory Services �ee S MABS. Richard V.Scali,Director 1639. Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 V017 www.town.barnstable.ma.us Office: 508-862-40381 � ` PO ���-� , EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY �// Not Valid without Red X-Press Ir»print Map/parcel Number 1 l0 r9 Q �o Property Address �k eaa )210 ffi)e . N\o.- [Residential ValueofWork$-4 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address F Ic ­ 5D Sea y i ew AvP_ f v► tic— Ma 006,25,5 Contractor's Name M 1 \ a Q-X OU VY5, " Telephone Number 50�s' -al q - q9(v( Home Improvement Contractor License#(if applicable) O Email: ► r 1 M e o-T-4 6 1, 1 'VL• (OM Construction Supervisor's License#(if applicable) [�Workman's Compensation Insurance Check one: ❑ I am a sole proprietor . Lam the Homeowner 02/1 have Worker's Compensation Insurance Insurance Company Name y cP it N ``�� � Workman's Comp.Policy# � � U Vv ` �) — — � Copy of Insurance Compliance Certificate must accompany each permit. tl%, M. o; Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Re-roof Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE- QAWPFILESWORMSUilding permit forms\EXPRESS.doc 01/25/17 J 1 The Com=omvea&hqfMaua&uset& D'eparkneut cf lniha rial Acc idadts Office OfLn--tigaAam 600 Wasl*gton S�k eel _ Boston,AIA 02111 ' wrvf�tm���vfiiin Warimrs' Campensafsan Insm-mca Affidavit BmlderslCautractmcsMecfticianslPhmzbers AppliraII#Infcarmafb�n Please Print E,ey Hama _ m� � �� G Address 5 no , -�(�1(P Are you an enxplayer?Checkthe app priate bamr, Type of Project(reqmdred}: L❑ I am a employes wffi am a general contractor.and I 6. ❑New coastiuc6oa employees(fish andfor part-fiime,* lave lliredihe snlr-caatractoss 2.0I am a sole psopnetcw or partaer- Iisfed an.the•attached sheet. �- ❑Remodeliztg ship and have no employees Mmse smb-contractors have g.,❑Demallfica woding forme is any sty. employees andbave wodmre 9. ❑Building aMifion [N¢wpdoag' camp.imcmMee Comp-iLmranct . -j 5. ❑ We are a=pmaf im and its 10❑Elul repairs or adcfions 3-❑ I am.a homeovmer doing all work offrcers have essraised their 11-0 Phambiagrepairs or additions. seM o workers' �t of exemption per MQ' � � �g c.152. §I andwehaveno 1��❑iR�nafrepairs . , �,re reclun ed_j Y ( 13-9Dther l r" employees.[No warmers' comp-=mmce ) ��ay epp� �ac c5edahaz ffl mnsc aLsn snathe sm�ue�uar�c�ia;a;e¢arn�ea'c�p�tinsporscyi�saa fi�,.. `�� „sa�� �a W� �i� Q .susrmicanem�at iaaicno smcri `W1bII➢C[DIS'BiTrf}lFS 6mc musted�ffi9ddiS®al siteet shnflren�eOf the SII�!-COS�t15ESQ}1P [�iIlO[�]oSE EII�hESbYPC QIDj7S0yEPS.lr�E5DFfC���'h'�lllG'e emgta�iFieylffisCgmL7detl�it Rntk�s'ramp,g611Cj at®beL ' lain art insuraitmforuzyamplalwes. ffebly is ffIe padicF and joy sifa informathm InSW3nce CompaayName: 'MCy,4,1orSelf-ins_I C_ 71 0l1y�Nl�-�. -1 ExpirationDafe: Job Om Ades=�D �p y i P`U� cityfstawzl P:b5�-(v'A e (t CR&5.5 Attach a copy of the workers'compensa flonpolicy'declaratimi page(showing the poficy,number and expiration date). Fame to secure coverage as required under Seckon 25A of MG"L r-152 can lead to the imposition of csiminai penalties of a fine up to$LSOQOU andlor one yearimprisonmenk as Well as civil penalties is fe fora of a STOP WORK ORDERand a Erne of up to$2fADa a clap against the violator. Be ad dsed drat a copy of this sblement.may.be f wwarded to the Office of Isvedigadons off e,DIA far iusmmwo coverage ti — I do tfersiry certify auder tbs pains and penafti=afpqjury thatfJEs a formation prmi&rl abm�s is ba/rs acid aarrect Sip�tm r- Bate- /�� 1Z 7 Phone O usa wdy. Do not write is ffds area,€a be fmnpleted by cif artonrt vjykiat City or Town: PerniZicense g TTming Audority(eudeone): L Board of EkaIth r.BmTding Department 3.CitylTowa Clerk 4.Electrical Fuspector S.Pl uabing>nspecfor 6.Other Contact Person: Phone - - 6 laformation aid fustruefions t hbmsac mceft Ue?,e Laws chapter 152 req=ss all emgIoy=to PrUVIE VDIkeas'cnmpMSBton for ffieir eXOPIoyees. f Pm Ibis sbdnfj.,,an ezTlayee is defined ss•"_eve ype<s°nm.ffie=-vim of aootbw under aap eomfract ofhire, express or implied,'oral Cr wry.." An Moyer is defined as-an individual,perin=hV,associadon,coiporatioa or other legal may,or anY two or mole of th a foregoingmpgedis aJoiat ,wdiarkcrn'g the legal sep¢ =h3fiv s of a deceased employer,or Elm or iliistee of an m�vidnal,p ,association or other legal enfiiy,e�lopmg employ - However the owner of a dwelling horse having not more than three apartments and who resides ffiamim,or the occx=t Of e- dweHiag hDUSe of mot er who employs persons to do main ti .ca3AMCt1 M Or repair wok on such dweIlmg house or on ffie grounds or bui7dmg epp therefo sbaIlnotbecamse of snrli employmeartbe deemediro be an employer_'° MGL rbspter 152,§25C(6)also sites that¢every statL-or local Rcensamg agencY shall withb.old ffie issuance or renewal of a license or peratit to operafe a basso ess or to mmsiruct bmldings pa the comimonvPealfh for any applicantwho has notprodnced acceptable evideum of compliance wish the bssurance covexag•e req -„ ter 152,§25dM states=Neither the nor ET ofits political subdivisions sbaII Adc�ionaIly,MOrL chap eft into any contract for the performance ofpubho wmk m mttzl acceptable evidence of 0a03PHan00wM$e msazaace. reg==e:TEfs of-d=chapter have,been presented to ffia MEft�.EMfh0V t(:' Applicants Please fill oirr the wows'compmsafifln affidavit completely,by d=cltmg&o boxes that apply to your sifnafzon anc�if n=MSzY,s-apply sob-confractor(s)nangs), addresses)and phone nutmber(s)along wrththcir certffirate(s)of instaance. L=itodLiability Companies(LLC)orLfidrted.Liab>Zity'Partnerships(LIP)'wi&no employees other than the members or partners,are not rbgoh.Ed to caay woiix& c=pensaticm i asoranm If an LLC or LLP does have employees,apolicyisMjOfted. Be advisedthatthisaffidayitmaybe submitted totheDeparfinentoflndmstial Aceicie�s for con a of instnmm=coverage Also be sin a to sign and date the af�tdavit Thc,alidavit should b ereftmaed to i`he city c r town that the application for the permit or license is be ng rm juested,not the D ep attned of JUdnStnaI A c dents. Sbonldyan bane any gnestiams reg�g the law or ifyon are wed to obtain a wogs' comip®sationpofiey,plmse call the-Depmtne:o±at the n=bealistadbeI.ow: Self-fimurdcampaoiessbouldeatL-rthcir self-ins=ance license mmmber on the line. City or Town OffEdals . t Please be sore that the affidavit is Mete sndprlofed Ieglbly. The Depattinenthas provided a ce spa at tfie botfmn of the affidavit for youto fill out mthe event the Office oflnv�-g�os has to co:ahmt:yonregsdmgtbe applicant Please be=re to fill in the per It cease m=ber which will be used as a=:F:c=ce rmmbe r. In.addition,an applicant that must submit mvlf.Iple p=WHceose appIsm oms in any gi ven yew,need only submit one affidavit indicefmg�r policy infoffiatiom (lfnccessaty)and ceder or "Job SSte.A_ddre&*ibe applic.�shouldwrife gall locations in (may town)--A copy of the affidavittbathas been officially s(mII.ped or ma�edbyti�e city or t o may be provided to the appHc=t as proof that a valid affidavit is on file for tbinre'petmits or Hmases_ Anew affidavrtmmst be fIled out each yeas.Whero a home owner or citizen is obtaming a license or perm t not m2d'd:to m iy business or commea=.W v&Z3f= (ie_a dog license orpetmitto brvmleaves e#�-)saidpmrson is KOTrulpftedto complete Ibis affidaTh T OTCOofln 'nn wouldlBMtothankyonka&m=for Your cooperad-and shouldyoubavemyqnest=1 please do not heshz tr,to give us a CA The pepat(meut's address,telephone and fax n�bes: ' C.D�WMIIIE of 11 MCh-n&db-i Depadmmt c&Y&zf zU Accidents WaR $c�on,l��11F -Ta#61 ram-' -49W Q�t 4-06 car 1477 TEA SSAFE Fax 617'27'74 Revised 4-2"7 MEW9MI Town of Barnstable - of Regulatory Services - E A$ MA2rav sC2r4na=fnr `� ~$ BuRding Division • TamPerrp,B'm�dmg Cac . 200 Main Sft=ti HyaMi�MA 02601 www mil stable ma us Office: 608-862-4038 Fay 508-790-6230 Propeity Owner Must ' Complete and Sign This Section- If Using ABuilder 4 as Owner of the svbjea property to act on mybehA in aIL math xClat D work authorized bythis bmldiug permit applif- i for. . Address of job) '''`Poolfences and alarms are the responsil)iliiyof tfie applicant Pools are not to be f led or uOized before fence is instilled and all final ' inspections-are performed and a:ccepted.. - Signature of Owner Signature of Appliranr PnnrName Pik Name Date . Qra�s�owx� ooLs - NOTICE z W NOTICE TO u TO V > a EMPLOYEES dr� EMPLOYEES ,IS The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 1 Congress Street, Suite 100, Boston, Massachusetts 02114 — 2017 617-727-4900 — http://www.state.ma.us/dia As required by Massachusetts General Law, Chapter 152,Sections 21,22&30, this will give you notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: THE TRAVELERS INSURANCE COMPANIES NAME OF INSURANCE COMPANY P.O. BOX 1450 MIDDLEBORO MA 02344-1450 ADDRESS OF INSURANCE COMPANY (7PJUB-0114N13-4-17) 02-08-17 TO 02-08-18 POLICY NUMBER EFFECTIVE DATES BRYDEN & SULLIVAN INS PO BOX 1497 �- SOUTH DENNIS MA 02660 NAME OF INSURANCE AGENT ADDRESS PHONE# 0 M.B. HOME IMPROVEMENTS, INC. 53 CONGRESSIONAL DR 0 0 YARMOUTHPORT MA 02675 EMPLOYER ADDRESS EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers' Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services a provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably "— connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the NAME OF HOSPITAL ADDRESS 002589 W20PIG15 TO BE POSTED BY EMPLOYER _n joc. -hLk)j% -Jat--ced------ i r� i � i r• — , I Ca ��..� r1 J�,S�1 d -x- e Office.of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvemen Cantractor Registration Type: Corporation " = s f Registration: 180881 M.B. HOME IMPROVEMENT, INC. Expiration: 01/22/2019 53 Congressional Dr M '� Yarmouthport, MA 02675 ° � 2 Update Address and return card. Mark reason for change. scn i r, 20nn osm Address 171.Renewal ❑ Emnlnvment ❑ Lost Card -- office of Consumer Affairs&Business Regulation - - HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only _ � TYPE:Corporabon before the expiration date. If found return to: —'Registration gairation Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 :18088:1--, 01/22/2019 Boston,MA 02116 M.B.HOME IMPROVE_MENV INC. filMichael Bernstein -� .T. - 53 CongressionaltiDrr-�- r�i 15 Yarmouthport,MAti02f375;p�.•' } Undersecretary Not valid without signature Massachusetts Department of Public Safety ® Board of Building Regulations and Standards License: CS-102185 ConstrUctlon Supervisor d> KARL T SPAIN _ 46 MAIN STREET SANDWICH MA 02663 �•cc.. ..:,:'ate.__. Expiration: Commissioner 12/26/2018 _ �'':• Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to Registration: 177767 Type: Office of Consumer Affairs and Business Regulation ., Expiration: 2/3/2018 DBA ' :ram ; 10 Park Plaza-Suite 5170 K.T.'SPAIN CONSTRUCTION Boston,MA 02116 KARL SPAIN 46 MAIN ST. :�:�, _�__�.z"---•— c SANDWICH,MA 02563 Undersecretary. -------Pid without ignature t� TOWN OF BARNSTABLE - ' CERTIFICATE OF OCCUPANCY PARCEL ID 162 016 GEOBASE ID 8985 ADDRESS 50 SEA VIEW AVENUE PHONE _ Osterville ZIP i LOT B LC155 BLOCK' LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 9648 DESCRIPTION SINGLE FAMILY DWELLING PERMIT TYPE BC00 TITLE CERTIFICATE OF 0 ; dpArff*ifient of Health, Safety CONTRACTORS: and Environmental Services ARCHITECTS ' TOTAL FEES: BOND $.00 , CONSTRUCTION COSTS $.00 QA r ' 1ARNSTABLE, * j . MASS. �► '� OWNER POULOS, ' VASILIOS & FIPJ a ; 6 ADDRESS .369 MARLBORO ST + BOSTON MA ` BUILDIS, 6 IV 11 DATE ISSUED 08/10/1995 EXPIRATION DATE BY DIVISION APPROVALS FOR CERTIFICATE OF'OCCUPANCY TO BE SIGNED BY EACH DIVISION HEAD UPON COMPLETION BUILDING. - = ' DATE: rCOMMENTS: � 'PLUMBING: DATE: COMMENTS:' i ELECTRICAL: DATE: COMMENTS: GAS: DATE: COMMENTS: CONSERVATION: DATE: COMMENTS: OKH: DATE: COMMENTS: HISTORIC: DATE: COMMENTS: FIRE DEPT.: DATE: COMMENTS: OTHER: DATE: COMMENTS: 4 TURN THIS IN TO THE BUILDING COMMISSIONER AFTER ALL SIGN-OFFS ARE, COMPLETED.A CERTIFICATE OF OCCUPANCY WILL BE ISSUED AT THAT TWE. 9���� , �,,,,9, ti TOWN OF BARNSTABLE CERTIFI-gATE OF OCCUPANCY PAN.C2h ID 162 016 GEOBt SE ID 8985 ' ADDRESS- 50 SEA VIEW AVENUE PHONE _ Oaterville zip -� LOT B LC155 BLOCK LOT SIZE DBA DEVELOPMENT t DISTRICT CO PERMIT 9648 DESCRIPTION SINGLE FAMILY DWELLING PERMIT TYPE BC00 TITLE CERTIFICATE OF oc Vfmrft ent of Health, Safety ; CONTRACTORS: and Environmental Services ARCHITECTS:,, �<y TOTAL FEES: OkIm BOND $,00 CONSTRUCTION COSTS $:.00 Q� it �i * BARNSTABLE, MASS. OWNER POULOS VASILIOS & FOR >tbg9. ADDRESS 8$9 MARLBORO .ST f,. BOSTON MA BUILD S y DATE ISSUED 08/10/1995 EXPIRATION DATE BY i i THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I 1 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX. CARD CAN BE ARRANGED FOR BY. VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 508-790-6227 I1I 1 I' I- r r I 1 , n 1 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A , 1- 1 / \C(L� L DATA ' TOwri QFRARN.STARIF, MASSACH SETTS;^ BUILDING PERMIT GATE - ••O•?•-::iJ:::i 19 PERMIT NO. APPLICANT 01�0(ic:.:U U�Z(1(:`1 c: AGDREEL' I (N0.) (STREET) (CONTR'S LifgNSE) PERMIT TO i3U"` " �'�li " NUMBER OF (_) STORY DWELLING'UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) ZONING.i. DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT_ BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY. FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTIOt TO TYPE USE GROUP BASSI. ENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIM' ED COST $ FEE (CUBIC/SQUARE FEET) OWNER i'':.0 ' __ _ __•.:�: ., _. BUILDING DEPT. ADDRESS BY I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINEC FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL INSPECTIONSED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE UMBI.cO FOR CARD KEPT POSTED UN ELECTRICAL, PLUMBI!JG AND I. FOUNDATIONS OR "DOTING;. � MADE. WHERE A CERTIFIC`TE OF OCCUPANC'.' :S rE- MECHANICAL INSTALLATiON3. 2. PRIOR TO COVERING STRUCTURAL QUIRED.SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEE 3. FINAL INSPECTION BEFORE � MADE. OCCUPANCY. POST THIS CARD SO IT 15 VISIBLE FROM STREET _ BUILDING INSP CTION APPROVALS PLUMBING INSPECTUN APPROVALS ELECTRICAL INSPECTION APPROVALS l�'l114X� 9/T� `� � i� .tGG H�GT£ Q%,a� i�•��:� l / 3 1 HEATING INSPEJ�&APPROVALS ENGINEERING DEPARTMENT 2 BOARD fc1A HEA H ol FER f SITE P EVIEW APPROVAL O CS A mil WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WI 'HIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOT':D ABOVE. NOTIFICATION. - : WASHINGTON A VENUE 240. 12 LOT "B " 50433f S.F. i o I NOTE: ALL PILES ARE FOUND TO BE WITHIN I 112" OF PROPOSED ELEVA TION. 6�' i I o� FOUNDA TION EL. 27.25 L. F i ' OI 4 240. 19 SEA VIEW A VENUE THE FOUNDA TION SHOWN ON THIS PLAN WAS L OCA TED u OF,ti,a.� BY AN INSTRUMENT SURVEY ON 1114194 AND EXISTS 's� ' DAUL °tic ON THE GROUND AS OWN. R. RY L y, Ne.32443 7. 9 orr�sso<�oP DA TE PROFESSIONAL 'LAND S VEY R THE ENTIRE LOCUS IS SHOWN IN FLOOD ZONE T" ON FIRM PANEL 250001 0016 D, DA TED 712192. PLOT PLAN - LOT "B " WA SHIN TON A VENUE G SEA VIEh A VENUE, BARNSTABLE, MA SCALE 1 " = 40 ' NOVEMBER 7, 1994 EAGLE SURVEYING G ENGINEERING, INC. 441 ROUTE 130, SANDWICH, M,A PROJECT NUMBER 94-055 'A~tsessor's map and lot number ...��......C� /l THE Sewage -Permit number ......... ...............................................•. ' Z BARM ABLE, i House number ........................ .......................'........................ v rasa I �O 2639. \0� �D YPY a• TOWN `OF BARNSTABLE BUILDIN �I�HSP C OR APPLICATION FOR PERMIT TO .......... ..: ..... 1.61.�..5. . ...... ...........e.l..l�J.1.. ....................................... TYPEOF CONSTRUCTION ...................:........:................ .......:......................................... .................................... t ......................... ............. .l .. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the/'following information: Location .. ...... ............. ?...J......!... ........... r7....,..z ....................................................... ProposedUse ............................................................................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. r/ (. v T�-�.t flirt.l G' Name of Owner ....c�..............�\... ..................Address .................................................................................... Name of Builder :.tip ,....!..c.! CCLi� G..........Address ............................ .F :....... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ...:..............................................................Foundation .............................................................................. Exterior ....................................................................................'Roofing .................................................................................... Floors •......................Interior ................................,................................................................ ................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................Approximate. Cost ................ .................................................................... Definitive Plan Approved by Planning Board --------------—_-----------19_______. Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .:f.....J...... �-✓U.......................... Construction Supervisor's License .................................... WHITE, PETER T. J�589. Demolish Dwelling No ........... Permit for .................................... Single Fan-Lily Dwelling ............................................................................... 50 Seaview Avenue Location ................................................................ Wianno . ............................................................................... Owner ................ Frame Type of. Construction ........................................... ................................................................................ Plot ............................. Lot ................................ June 15- 84 Permit Granted ............ ...................19 Date of Inspection ....................................19 Date Completed ..... 19 � 'ssessor's map and lot number ... T Er Sewage -Permit number ........................................................ '. d� Z EAUS'TABLE, i House number ...........................................................:1.......... r r aea ape,1639. 6� 'Ep U -4 a TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO 0/.�.� .0L�!�/..Y!......... TYPE OF CONSTRUCTION 4.v TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according. to the following information: ` , 1 Location .. ......�.....:......... l,E"J...... ........... ✓. /?!!,4s�....:... ....................................................... . j ProposedUse ........:..........................::...............:..............................................................................................I......................... Zoning District ..................................................................:.....Fire District .................................... Name of Owner v � ''� �A{ ............Address ` Name of Builder ! :�1 r..... ...G..!./ EGc/, 'Wr�..........Address ... i4t�/1rSCCC .. .�.....�ft!� .. �'�;........ Name of Architect :Address .''.............. ....................:............................................................... Number of Rooms ................Foundation Exlerior ....................................................................................Roofing ..................................................................................:. Floors ......................................................................................Interior ..............:........................................... Heating ..................................................................................Plumbing ........................................................ Fireplace ................ .............................:..................................Approximate. Cost ............................................. ...........-- .................................... Definitive Plan Approved by Planning Board -----------_______-----------19_______ . Area .......................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH i I v OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ..... ..... . '^�."-' .........Name ............. ;. Construction Supervisor's License .................................... NWHITE, PETER T. AF=162-4-6-- No Permit for ..N9PU$11..DW.e1-1ing ..........SiTiqlP.-Family..uweuing.................... Location -5Q.§P,.Av-1W..Aveaue......................... ..................W li>ISO............................................... Owner .................................................................. Type of Construction ..................Frame........................ .................... .......................................................... Plot ...................... ...... Lot ................................ � � r Permit Granted ...... 15i................19 84 Date of Inspection ....................................19 Date Completed ......................................19 s CASE Document 1-1993 QLn Agreement for the Provision of Limited Professional Services© Prepared by the Coalition of American Structural Engineers Structural Engineer of Record: Client: Michele C. Tudor, P.E. Bilodeau Builders , inc . 123 Cottonwood Tin. 237 Prince Ave . Centerville, MA 02632 Marstons Mills , MA 02648 Project No. Date: _ Ali gust 29, 1994 Project Name: Proposed Foundation T,n�atinn; Lot 50 Sea.yle,�^l Ave . i Osterville . MA Scope of Services: Provide engineering analysis and conceptual degi gn for the foundation located on existing fill material Conrdinate with the Architectural plans for producing a working drawing of the Proposed Foundation with materi al_ sx e _i fl c ti on c shown on the drawing Additional review of the architecturalpinnc and superstructure framing will be upon the request of tha building designer. Fee Arrangement: Fees based on the time charges as listed not to exceed $2000 unless stated and approved for cause in writing. Principals $ 80 /fir. Technicians $ Mr. Engineers $ Mr. Clerical $ Mr. Retainer Amount: $1000 Special Conditions: Offered by(SER): Accepted by (Client): (signature) (Signature) (date) Michele C. Tudor, P.E. (printed name/title) (printed name/title) ( 508) 771-7601 The terms and conditions on the reverse of this form are part of this agreement. (for) kr"' d Terms and Conditions Structural Engineer of Record (SER) shall perform the services outlined in this agreement for the stated fee agreement. Access To Site Unless otherwise stated, the SER will have access to the site for activities necessary for the performance of the services,the SER will take precautions to minimize damage due to these activities, but has not included in the fee the cost of restoration of any resulting damage. Fee The total fee,except stated lump sum, shall be understood to be an estimate, based upon Scope of Services, and shall not be exceeded by more than ten percent, without written approval of the Client. Where the fee arrangement is to be on an hourly basis, the rates shall be those that prevail at the time services are rendered. Billings/Payments Invoices will be submitted monthly for services and reimbursable expenses and are due when rendered.Invoice shall be considered PAST DUE if not paid within 30 days after the invoice date and the SER may without waiving any claim or right against Client, and without liability whatsoever to the Client,terminate the performance of the service.Retainers shall be credited.on the final invoice. A service charge will be charged at 1.5%(or the legal rate)per month on the unpaid balance.In the event any portion of an account remains unpaid 90 days after billing,the Client shall pay cost of collection, including reasonable attorneys' fees. Indemnifications The Client shall indemnify and hold harmless the SER and all of its personnel from and against any and all claims,damages,losses and expenses(including reasonable attorneys fees)arising out of or resulting from the performance of the services,provided that any such claims,damage, loss or expense is caused in whole or in part by the negligent act or omission and/or strict liability of the Client,anyone directly or indirectly employed by the Client(except the SER)or anyone for whose acts any of them may be liable. Hidden Conditions A structural condition is hidden if concealed by existing finishes or if it cannot be investigated by reasonable visual observation. If the SER has reason to believe that such a condition may exist the SER shall notify the client who shall authorize and pay for all costs associated with the investigation of such a condition and,if necessary,all costs necessary to correct said condition. If(1)the client fails to authorize such investigation or correction after due notification,or(2)the SER has no reason to believe that such a condition exists,the client is responsible for all risks associated with this condition,and the SER shall not be responsible for the existing condition nor any resulting damages to persons or property. Risk Allocation In recognition of the relative risks,rewards and benefits of the project to both the Client and the SER,the risks have been allocated so that the Client agrees that;to the fullest extent permitted by law,the SER's total liability to the Client,for any and all injuries, claims,losses,expenses,damages or claim expenses arising out of this agreement,from any cause or causes,shall not exceed the total amount of$50,000,the amount of the SER's fee(whichever is greater)or other amount agreed upon when added under Special Conditions. Such causes, include,but are not limited to the SER's negligence,errors,omissions, strict liability,breach of contract or breach of warranty. Termination of Services This agreement may be terminated upon 10 days written notice by either party should the other fail to perform his obligations hereunder. In the event of termination,the Client shall pay the SER for all services,rendered to the date of.termination,all reim- bursable expenses,and reasonable termination expenses. Ownership Documents All documents produced by the SER under this agreement shall remain the property of the SER and may not be used by this Client for any other endeavor without the written consent of the SER. Applicable Law Unless otherwise specified,this agreement shall be governed by the laws of the principal place of business of the SER. MICHELE C . TUDOR , P. E . Consulting Structural Engineer 123 Cottonwood Lane•Centerville.Massachusetts 02632 •(508)771-7601 r DATE August 29, 1994 ATTN: Peter Bilodeau RE: .Proposed Poulos Residence Dear Peter This office is forwarding herewith: the original contract for your signature . Remarks , Please return same to this office . It will be a pleasure to work with you on this challenging effort. The retainer is set at 50% of the estimated amount, due to the amount of brain work. required in the beginning to conceptualize, before working on the S-1 drawing, as we discussed in the field . ACTION KEY: ( ) Generally conforms with ( ) As requested. design, subject to notes . ( ) For your use . ( ) Rejected. ( ) For your information & file. ( ) Revise and/or complete as ( ) For inclusion in the project noted. plans and specifications . ( ) Resubmit. ( ) For your review & comments . By ichele C. Tu or, P.E. cc : Files Assessor's office(1st Floor):. Cr,EP C Sys e Assessor's map and lot numb 1�1 V a Lam® IN Conservation(4th Floor). Sl�>t V (1 ���� T'C,Board of Health(3rd tl r: ��RoNMEN'�,Sewage Permit number Engineering Department(3rd floor): T®�/� ��� House numbers Q Definitive Plan Approved by Planning Board ' 19 APPLICATIONS PROCESSED 8:30 9:30 A.M.and 1:00-2:00 P.M.only I TOWN .' OF BARNSTABLE 'BUILDIAG INSPECTOR APPLICATION FOR PERMIT TO O 74C n TYPE OF CONSTRUCTION 19 TO.THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location_45�) lL A '� PQQ ,ti� p Proposed Use Zoning District Fire District CO ► Y 1 Name of Owner (D 2 V Ec U ' A S Address_3�S /0A2j©B6eO :f�T DO STbA_/' Name of Builder�I'( I �f �Address Name of Architect I ( Address Number of Rooms 0 Foundation � Exterior 5�4 I0_56F Roofing Floors O 6 K Interior Heating E a A Plumbing Fireplace � ITS Approximate Cost 0 Wn I cl)�i Area Diagram of Lot and Building with imensions �j,Z� ; Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Zablern above construction. Na \ Construction Siipervisor's License Co-Z72,8 No 11 Permit For dwelling Location 50 Seaview Avenue Osterville t Owner Dr. V. Poulos Type of Construction _ Plot Lot Permit Granted November_ 7 1s' 94 Date.of Inspection: Frame �/ � 19 LIP-5 Insulation Fireplace 19 Date Completed 21 19 . I I- � b f " cJ is • i COMMONWEALTH DEPARTMENT OF PUBLIC SAFET4 �- f OF ONE ASHBORTON PLACE - iaiteretoposslssacarroot 3_ IVIdSSACHUSETTS BOSTON,MA 02108 ;, MRf ; Staff Building i r ,• COd�7l/Uaa#/ort"661110n I C 4:�� I C O N S T R`I S SUPERVISOR E R V I S o/tAla//caaaaCAUTION EXPIRATION DATE +� j 0 R • 1.2/06/1995 i RESTRICTIONSEFFECTIVE DATE LI - FOR PROTECTION AGAINST ONE 06/30/1993 002827 �. THEFT, PUT RIGHT THUMB PRINT IN APPROPRIATE "" J B I L / BOX t "'PETER T E R O D E A U ON LICENSE. � 54 MINDING COVE RD 019-52-1872 :, MARSTON MILLS MA 02648 Bl�`$ N' 'OPERATORS {. CC MUST iN�LUDE PHOTO. i PHOTO'(BLASTING OPR ONLY) JF6b 00 _ NOT VALID,UNTIL SIGNED BY LICENSEE AND OFFICIALLY t ` !� y � HEIGHT: STAMP -SIGN RE OF THE COMMISSIONER i II C •W DOB: 12/06/1957 I THIS DOCUMENT MUST BE :!'« SIGN NAME IN FULL ABOVE SIGNATURE LINE CARRIEDON THE PERSON OF _ SEE THE HOLDER WHEN EN- OTHERS-RIGHT THUMB PRINT GAGED IN THIS OCCUPATION. �•''. COMMISSIONER Or= 1NT;)USTPJ_,,?ACCIDF2\ITS 1C)Q �. (liccnscc/Pcrmincc) with a principal placc of busincss/residcncc at: (City/St2tc2ip) do hcrcby ccrtify, undcr the pains and pcnalucs of perjury, that: [) 1 am an cmplovcr providing the following workcrs' compcnsation covcrasc for my cmployccs working on this job. •�-�i>J A- �-A- lnsurancc Company Policy Numbcr ss I am 2 solc proprictor and havc no one working for mc. ( ] 1 2m 2 solc proprictor, Ecne.—: ccnt7�cor or homcow•ncr (circic onc) ar,d havc hircd the contractors listcd bclo•.• who havc the folle-in,workcrs' compcnsation insm—ncc policics: N2mc of Contactor in,L,-ancc Company/Polio, Numbcr N2mc of Contraco! ]ni=zncc Company/Policy Numbcr N2mc of Contactor ]ns=ncc Company/Policy Numbcr Q 1 am 2 homco­nc.- tv;fo; inkA t-hc work n)sur. NOT_: PJc=sc b< :- c :;..,'Zil< Lcr_co�-<r:. '-o crplcy pcnocs to co rz.intcnzmcc,coostructioa or rcpair. ork on: 2—cll;nc of r.c: r_crc ZLz= t=:<c uaiu is ;<: L`c bornco—zc:Jso res;ics or or:Lc grounds =ppur-tcn:mt tbcrcio arc not£cacrik Cons;CcrcC tc N cr^.c�•c:: i=f_r ::,c -r ao=Act (GL C. 152.acG. 1(5)), 7-pplic7tson by a boracowncr for: l;ccrsc or F-crr...t m:v C,%,cCLcc t < lc J r- t r Corpccs:troy Act_ l ur.ccr:tl�C t-:t : cc,cf t;;: wM)b-_ fo._.z:ccc to tf:c Dcprt.ncrrt of lncustriJ Acadcnu'Oflscc of lnsurzncc for Co-c:!�c icrc :c _ccc: CZ—VC.rcec::cC c:.Cc SCCiC.'.��t.cf]•!GL 152 c:rt 1c:cr to the imposition of-ui r0"i pcnJ:;cs }sr. r, •• or :.:cot ccr.:Cr u, to occ �c� ;-.G C�_ �cr.J;;cs Ir.. 6c fort, of a Stop VJork O:fr. �,c: firs cr t 1 , P Since t i `` r �ll�C�� , 19 I� C2}'G: Liccnscc/PCrmlliCe Liccnsor/Purnitior ,y i WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY LIFE&CASUALTY CHANGE ENDORSEMENT THE ATNA CASUALTY & SURETY COMPANY (11223) HARTFORD, CONNECTICUT 06156 Endorsement Effective 07/23/94 Policy No. 006 C 0024192685 CAA Endorsement No. 1 Insured PETER J BILODEAU DBA BILODEAU CONSTRUCTION Agency PASSARO LEVERONE & BUCKLEY INSURANC 006 576 ROUTE 28 DENNISPORT MA 02639 .ar CONTINUED NEXT PAGE Y WC890600 (ED. 01-86) PRINTED IN U.S.A. of - i�f.'j 1 + •1 \ ,'� �S'hiaL- � -'�.q.,'L.Y J'i•Tp' t , •{ L i t f yi sr x• x t �,. i di . ..' •. ..F aulnuti - 1' ocxnmo.. - �r.�—= KR.Ol tltlAN :. - - .. 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STRUCTURES - ENGINEERING, INC. 167 Washington Street(Route 53) Norwell,Massachusetts 02061 • Tel: (617)878-0135 • Fax: (617) 878-0838 November 1 , 1994 Ralph Crossen Town of Barnstable Building Department 367 Main Street Hyannis, MA 02601 Re: Pile Certification for the Poulis Residence 50 Seaview Avenue, Barnstable, MA Dear Mr. Crossen: This letter is to certify that the as-driven pile capacity complies with the structural design information shown on M. Tudor, P.E. drawing S-1 modified by Structures Engineering , Inc. to accommodate a maximum pile loading of 12 tons. .The following information is enclosed: 1 . Calculation Sheet 1 of 8, dated October 25, 1994: Calcu- lation of pile blow counts per Massachusetts Building Code pile driving formula based on the equipment information provided by Gilmore Marine Contracting . 2. Calculation Sheet 2 of 8, dated November 1 , 1994: Schematic pile numbering plan. 3. Calculation Sheets 3 and 4 of 8, dated November 1 , 1994: Pile driving record indicating pile information. 4. Calculation Sheets 5 thru 8 of 8, dated November 1, 1994: Pile blow counts and penetrations for piles 1 thru 43. Based on the blow counts, the as-driven timber piles will meet the applied loads as required by the Massachusetts Building Code. However, the verification of the pile cut-off elevations, and their site location is by others. Actual pile offset dimensions or deviations were provided by Peter Bilodeau and all piles were found to have been driven within the tolerance as specified. This letter pertains my to the as-driven timber pile capacity and does not include approval of any other work. The structural design of the foundations, building framing , etc. is by others. Sincerely, ohn W. Queen, P.E. PJb Enclosure cc: Peter Bilodeau Mr. and Mrs. Poulis 2:SEI 11 02A joe POULIS RES, C811—ODUE1,U) STRUCTURES ENGINEERING, INC. SHEET NO. OF QueenExecutive Center 167A Washington St., Rt. 53 CALCULATED BY DAM DATE NORWELL, MASSACHUSETTS 02061 CHECKED BY DATE (617) 878-0135 SCALE ............................................ ............................ ...... ............ .................................... ........................ ............ .... ............. ...................................... ............. ....... .......................... ... ............. .......... ................... .............................. .... ................................................................................................. ............I... ................... ........ i 1 .1.................................................. ........ ..................................................... El 13L.0i 4 Couldx. "l. G S PEJ�........... . ........S. 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'­ *...... i............ .............. .......I..........................I............ ......I................ ............ ........... I I I......*'*"''*' JOB POLILIS RED �RiL oprtmi ) STRUCTURES ENGINEERING, INC. SHEET NO. OF Queen Executive Center 167A Washington St., Rt. 53 CALCULATED BY DAM DATE NORWELL, MASSACHUSETTS 02061 CHECKED BY DATE_ (617) 878-0135 PILE DRIVING LOG SCALE ,D.E....PTH.,,,,, I I I i I LIE ! UdBE !ND BLIOW PIER F OT (ft. ) i � 2 �3 4 �5 17 18 9 1 t 114 . ... 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I ... .........i........ ..... i....... �........ ...........:......................... ............:............ ...........s........... .............,........... ........ ........... ...........,..... ... i �.... +.... i i 1 i I ! I I.... i 30 i......... ..........._............ ................... ...................... ; ... ...... .... ...... .... ...... ..... .......... I.... ... ...... ....�.... ..i... , �... .... ... i i....... ...... i {............ .........�..........._a........... ......._,. ............I. ...L... ... .. ....:.... ....,............ . .... .. ......... ... ... .... .... .....I. TOTAL 21 J,d 24 0 25=0" 20 3" 22=0" 6� 1" 12�`(j' 24 O' 23`' " 14=i0'� 8�O" 11=10" 24 O" 21' I ; I i , ........... .......... ...........�............ .......... .. ..... ..... ... ...... ;........ ,.......... I JOB PmL is RES (SILODEna) STRUCTURES ENGINEERING, INC. SHEET NO. 6 OF 8 Queen Executive Center DA M DATE 167A Washington St., Rt. 53 CALCULATED BY NORWELL, MASSACHUSE17S 02061 CHECKED BY DATE_ (617) 878-0135 PILE DRIVING LOG SCALE ii II II 'I DEPT ........ 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I . . . 6..... ............ ... ..... ... ...... ............. ....5...... ............ ..._........... ...... . . ..... ............4, ...... ............ ....... ............. .' ........ ............ t.. ........ .......................... ............. ....... ....................... .._......1.t.......... .............. ........ ..........1 ....... ..........1............ ..._...i. ........ ......... ......... .............. . ,. �7....................!7....... .............,............ .............' ....... .............17....... ............ ........ ......................... ............ ....... .............. ...... ...........t. ....... ............. ......... .........1............ ..........I........... ....... . . ........ 10 .......... ................ 9........ .............7...... ........... .... tK .... ].. ...... .. �7 1.0 .!........ .........1 ...... .........1.1...... ..... ..... ...... ...... . ...... ... ... ....... ......... ........... ......... ............. ........ .............� .. 9 ........1_t�........ ...........8....... ........1.3........ . ..... ........................ .........t4...... ........... ........ ........... ....... ...........g...... .........1.p....... ............ ...... ........................ ........1. .......... ..........1 ...... .... ....o.. .... ....... ... ... ... . ... ... ........ ... ... ........ .... ............ ..........I�....... .........1.Q........ .........1 ....... ............;5...... ........1 ........ ..................... . t... ...... .........t. ....... .........1 ........ ............ 1 .15i r� 1. y, l........ . 7...... .........1.G1...... . ........ .........t. ..... ........... ....... ............ 1 ..... . ,....._... .I. . 1.,. 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I .... ...... .... ...... .... ...... .... ...... .... I.......... ......................... ...... .213 ....... ..................... i.......... ...................... .....4 .... .......�....... .... ...... ` .... ...... .... ...... ... ....�.... ....... ... i 1 I i i .......1............ .............i........... ...........!............ '........... ............t........... .._.........i..... ...... ... ...... .... ...... .... ...... .... ...... .... ...... ... ...... ..... ;.... .........1..........., ..... ..... ..... ...... .... ...... .... ..........l........... ....... .... ...... .... ...... .... ...... .... ...... ..... i i 30 i.... ... i.... _ ... ... : i ........... ..........i......... ...... .... TOTAL; 20r " 20� 0" 25=0 27r 23` 21�--:. O" 8=0" 19j0 2G' d 19i0' 22t0� !9'�O� 11'-0" 11-10" I [ 1 i i .........._� .... ..........L.......... ..........:....... ..... ..... .._.. .... ..... ... ...... .... ...... .... ...... .... .... ...... ........... ...... ..... t t : JOB—PauLIS RfE-�S �li nnFA�>> A STRUCTURES ENGINEERING, INC. SHEET NO. / OF `J Queen Executive Center DAM DATE 167A Washington St., Rt. 53 CALCULATED BY NORWELL, MASSACHUSETTS 02061 CHECKED BY DATE (617) 878-0135 PILE -DRIVING LOG SCALE P LIE I UMBE AND BLOW F!ER F OT� 2i9 i0 311 312 3� 34 3k 3 3 3 (FT ;� 1 I LlAL_. P...IL�E.......!............. ................... .. .__...........................................................trams .............. 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Joe pollus RF-S 131LODEAl STRUCTURES ENGINEERING, INC. SHEET NO. A - OF Queen Executive Center CALCULATED BY DAM DATE 167A Washington St., Rt. 53 NORWELL, MASSACHUSETTS 02061 CHECKED BY DATE (617) 878-0135 PILE DRIVING LOG SCALE DE ........... 'PILE NU�BE AINDIBLIOW6 �IERI FjOT. -1 RTH 1- L (FT. 19c; U L ....... ....... ..Pl F.................... ......................... ........................ 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TOTALi .............. ............ ..... ......... DEPT 22-0 ........... ....... . ..... ..... ......... .................. ........... . ................ .......... ......... ..................... ........... ........... .................... ....... .................. .......... .. ...................... .......... ........ ....... ............. REVISIONS BY _ 3I = r - 1 1F 7 .. ., A i r, I I i _ 1 r i , b j ' � r 1 , 1 f I r- - : � J i , _ t� { - , Sat ! I W i i , 1 � J ji j v co _ PILE NOTES: � •. 1. ALL PILES SHOWN ON THE PLAN SHALL HAVE AN ALLOWABLE BEARING CAPACITY � Q I t0 .> . � � I .D 'C4pL t 1 UC 12 TONS i 1 I;R PIC,C IN ACCORDANCE WILfI 'THE. MASSACH[ SET1 S `IIU E ING 0 REQUIREMENTS, SECTION 1213.0 AND 1219_0. - I � N 2. PILES SHALL BE PRESSURE TREATED SOUTHERN : YELLOW PINE (C_C_A_1.0 O i i,BS. C.F NO. 2 SELECT STRUCTURAL GRADE SURFACED GREEN AND SHALL W / ) MEASURE ATI; LEAST II (EIGHT) INCHES IN DIAMETER AT THE TIP AND AT LEAST I_ 12 (TWELVE) INCITES:DIAMETER AT THE CUT-;OFF (UNDER BARK MEASUREMENTS) , i _- AND SHALL CONFORM TO ASTM D25. SUBMIT CERTIFICATION OF PILE SPECIES +-' � AND TREATMT'NT TO THE BUILDING DEPT. PRIOR TO WORK. � 1. 1 I ' I✓ CUT O.F SHALL NOT IIC r I 3. MAXIMUM- EIO, IZONTAL Ii.E bEVIAIIOIV tat �F3� .IL �. . _ : I _ 1 GREATER T[114N ' 3 (7.HREE) INCHES (IN ANY DIRECTION) . MAXIMUM VERTICAL 1- LL J - PILE DEVIATION SHALL NOT EXCEED 5% MEASURED FROM PILE CUT-OFF TO L GRADE. S(7 BMIT COMPLETE SURVEY :'INFORMA'T'ION FOR EACH PILE TO THE V Q t0 J ,t ... _ • ENGINEER Td REVIEW_ SURVEY DATA TO SHOW ,LENGTH. OF PILE ABOVE GRADE T0 CUT OFF,KA U'1.' OFF ELEVATION AND DEVIATIONS STAMPED BY A REGISTERED r PROFESSIONAL ENGINEER OR LAND SURVEYOR. A .COPY OF THERECORDS AS N �! REQUIRED IN SECTION 1213.12 'OI? THE MA$SACflUSE17.5 BUILDING CODE, SHALT. � W Q Ti = ALSO BE SIBMITTED TO THE LOCAL BUILDING DEPARTMENT. C � II y } � 4. PROCEDURE REQUIRED IF THE PILE VERTICAL OR HORIZONTAL DEVIATION IS EXCEEDED IN ANY DIRECTION: NOTIFY THE ENGINEER IMMEDIATELY AND PROVIDE EXACT PILE LOCATIONS AS REQUIRED. DO NOT PROCEED WITH ANY Q� FURTHER WORK A7 THIS LOCATION UNTIL DIRECTED BY THE L NGIN ER IF THE W ` E 1 L. PILL DEVIATION IS EXCEEDED FOR ANY REASON, I .T SHALL B THE - , -- - -- - — O VJ r i I -- — — - CONTRACTOR'S RESPONSIBILITY TO PERFORM ANY ADDITIONAL WORK AS DIRECTED ► ► r I - - ^ I BY THE ENGINEER WHICH MAY INCLUDE DRIVING AN :AnDITIONAL ;PILL. Z �, 5_ OWNSR OR G ERAT CO TRACTOR TO I SURE THAT THE PILES SATISFY ALL CODB .. REQUIREMENTS AND THAT THE PILES ARE DRIVEN IN ACCORDANCE WITH THESE +'� r♦ I • _ NOTES AND DRIVE O : HE REQUIRED CAPACITY.N N T T , w 6. IN ACCORDANCE WITH SECTION ]-213.12 .OF THE MASSACflUSETTS -BUILDING CODE, i/ W �� y THE OWNER SHALLENGAGE.-A REGISTERED PROFESS IONAI, ;ENGINEER �.O OBSERVE � ALL CONSTRUCTION WORK IN CONNECTION WITH' HE PILES AND SUBMIT A SIGNED V REPORT TO THE LOCAL BUILDING OFFICIAL CERTIFYING COMPLIANCE. THE l Lf�. f�P: z ENGINEER, OR HIS REPRESENTATIVE MUST BE QUALIFIED BY EXPERIENCE AND C i t Y` TRAINING AND SHA LL BE PRESENT AT ALL TIMES WHILE PILES ARE BEING O `` • 1 I -. (i �-, DRIVEN TO 0BSERVE ALL WORK. THE ENGINEER, OR HIS REPRESENTATIVE SHALL Al «' MAKE AN ACCURATE RECORD OF THE MATERIAL AND THE PRINCIPAL DIMENSIONS c OEM N OF EACH PILE,-=0F THE iiWEIGHT AND FALL OF THE RAM THE TYPE, ,:SIZE ' D , X r AN .� L • MAKE OF HAMMER, C V♦ US HIO N BLOCKS, THE NUMBER OF BLOWS PER: MINUZE, 'Tf1L t ENERGY PER .BLOW, :THE NUMBER OF BLOWS PER INCH FOR . THE LAST : SIX -(6) V) W ?�z _C174 t4 t• ` INCHES OF DRIVING, TOGETHER WITH . THE DEVIATIONS AND GRADES AT POINT ci I t AND CUTOFF (P[20VIDED BY SURVEY) AND ANY OTHER PERTINENT bETATL5. j 7. THE PENETRATION OF THE LAST BLOW OR AVERAGE PENETRATION OF HE LAST _ I � T{ i . FEW `BLOWS EXPERIENCED I E r C N ORDER TO OBTAIN THIS DESIGN LOAD CAPACITY ::MAY —1 (- 1 � 1 r ( BE COMPUTEb BY MEANS OF THE FOLLOWING DRIVING FORMULA (SECTION ► 1 ' r 1214.3.1 OF THE MASSACHUSETTS BUILDING CODE : 1. 3 ._ (1 iL :... R _ 2E S C WHERE R ALLOWABLE PILE'LOAD IN POUNDS; C ENERGY PER BLOW IN FOOT POiINDS, - ! S = PENETRATION OF LASTBLOW`>IN INCHES; AND .._ STEAM R D 0'1 ..FOR_..._ ,. :DROP HAMMER AN _ CONSTANT E UAL TO ]..O FOR P C CON TAN Q .. :. —�} AIR HAMMER. r C O COMPLY WITH THIS PERTINENT INFORMATION REQUIRED THE TO C M LY W ALL P Q p. - - � # __ _•.._-- H FORMULA. MUST BE .SUBMITTED BY THE PILE DRIVING ..CONTRACTOR TO THE r1 `'-) HE COMMENCEMENT OF PILE DRIVING OPERATIONS 14"�., ,,,, .. ENGINEER PRIOR TO T C PILE CAPACITY BASED STRUCTURAL LAYOUT SHOWN ON ARCHITECTURAL DRAWINGS BY DEVLIN CUSTOM DESIGNS. NOFITY THE :ENGINEER OF ANY VARIATIONS OF � . BEAMS,, DRAWN LAYOUTS. `..:'STRUCTURAL FRAMYNG, B , '. THE ` ARCHITECTURAL OR . FRAMING 'FLAY UT FOUNDATION WALLS, PILE CAPSr ETC. DESIGNED BY OTHERS. INFORMATION SHOWN ON THIS DRAWING IS STRICTLY LIMITED TO TIMBER PILES ONLY. CHECKED DATE SCALE Z1� OF �y W 10HN roe No W. UEEN SHEET 28011 OF SHEETS GENERAL NOTES' J. THIS PLAN IS FOR THE OESIGN AND _ PIT DATA CONSTRUCTION QF THE 54WASE DISP05'AL FAcrLlrr Lwcr. . '�"'b P �► ��f*;.�� .50IL JEST . INVERT ELEVATIONS. y- r.P. -1 o r.P. 2 R. ALL COM4TRUCTray Afmoos AND X4TERIALS �i�. `��'� (JQ GRND. ELEV. Z�' 6gA/,g. ELEV. 2�. 33O FOR THE SEPTIC SYSTEN SHALL CANFORN �^' TO MASS. D.E.O.E. TITLE 5 AND LOCAL INVEAT AT BUILDING .. .r. ... : G.1✓. ELEV. BOARD OF HEALTH REGULATIONS. O.Y. ELE11. 3. ALL SEPTIC SYSTEM comaavENTS SUBJECT TO INVERT IN AT SEPTIC, TANK YEHICLE LOADING a.E. UNDER ORIYE!✓AT ETC .I 2 o®a r L L SHALL BE DESIGNED TO XIMSTAAD H-20 LOADING: INVEAT OUT AT'SEPTIC TANK � �L►..ti, ACCESS` COVERS MUST BE a`rrHrN 12 CIF FINISH G,-?ADL: 4. ALL SEk'ER PIPE SMU BE SCHEDULE d0 OR Z $h+ $Q 1 Z L005 APPROYED EaUAL. INVEAT IN AT DIST. BOX '+� - rNDICA TES 5,16 5. ' BEFORE STARTING CONSTRUCTION CALL I6"GAF£ � INVERT OUT A T DIST. ,BOX ,� �' ��_ �� - �� ,�• PEAL. TEST 24 MfV,, MER6R u 11774rrlE°scArlav OF . INVERT IN A r C�A-L 1.f, NS .- t� 2 , aflN. 2" OF j[�/�{]) -r'O mSd)X. s, DAruH Is NGvp BOTTOM OF G A L L $ _- d MIN. l�F.RC 1/8 -1/2 DIA. 1-7 s� sotiZ 7. IT&IMLL REMAIN THE a.TENr•S RESPONSIBILITr ,' - , f �-�-.- " L101D MASHED STONE:' INDICATES TO 037AM ALL PERMITS SPECIAL PERMITS. SCRV D 6,qOUIVDWATE? .a a II a '� .� ;'.:e'' oBSFAVE7 VARIANCES• £re. Am )HIS PROJECT. AD' LIFPTN Gr�C U/;rDi�r�TCIi V FI.S7, Dt7 ✓US'TCD GROUND ATER _ �0 IS L B. Ir SHALL flsym.ThE CLIENT'S RESPONSIarurr � � 41 .�/d -i i/2 D1A. Q TO HA YE THE PROPOSED DMEZLING FOUNDATICW �` --"" � GAL. rA � WASHED .STONE DESMED TO ACCOUNT FOR THE EXISTING SRADE t AND SOIL cDADITIOAfS A THE LOCATION OF THE SEPTIC TANK H-`Z a r INDICATES PROPOSE ONELLMV PfcoP. PJLlpvlFYrlOti 1 S 1.oca,.rg p ► A►� Bx�ST�>rO, F�LLp , rEsr PIT ,.o��cr�a oN YuE I.o-r) r 9.' TYt�S Srr'�. IS �oc�.-ra� ►►� -f�E. �' �� YASHINGTON A VENUE a� GRau,-tvv�aY Ecz ��-s��Y�o►� OvfaRlLlti' bI5YR1CC. ' ('�� )Z� DA T 5 _ 240. 12 low G Pr 1.LS TEST BY.• �-t�rG LE. SV�v6 3, `�"CJ �-'L'. WITNESSED BY.' `gf:X V � � Y f . - 2 Zen, 7.0PEAL. RATE MIN./ IN. 1+-, P S I r r ; , LOT B LEGEN D` ' ( 50433E S.F. EXISTING CONTOUR IADESIGN CR 'TER Pr70POSE0 CONTOUR - DEsrG,v FL ok:• PE-2] f ROPOSED SPOT GRAOE BDAoy D ✓EIN lio 6AL/DA, A BEfioaki g [ OF UIRECRUNOFF STORAIWA T�R EDUALS ��✓C�_ GAL S. PL+R DA Y. �I 4 ROGER 4 A SEPTIC rAAK RfOUrREGI• � .: mo�.ww o MICHNIEWIC7_ ' . 55 d n ca w0 GPO X 150.�' ��� GAL. No.30420 C I L V {) u SEPTIC rANK PROvrDEO.' l S O 0 GAL _ a SIZE OF LEACHING FACILITY AE4UTAED G. # ; I EV6Iirr-r- M _S IGR� PEf1C.t1L RATE XIN�TEstLJ ' � t4?r,r,�•r ALLOAS PER DA slzE OF,4EAcyrNs FAcrtlrr PAavrDm• DA TE ._._ 'ITN STONE - _. .- SIDEk!L L 2' Cv S.F. X •� 6PD , BOTTOM C S.F. X_ �_ ` . 0 (;PO O _ T0TA!_S �- S.F. OPD N i T,Ra vC)5 B17LAKoUT CALCULATIONS• I I 1 5 - C3ED iLO o 1� SL oPE / j,50C3 l ,k YAM♦ ?-7.4� CT\h"v' \� / �4}/' - •I Iwo S.I.��V/+ F , NO, DA TE RFVISION t r'� paoPaB�� �`• � . °�•zT N r�,ay15 ' VLA. ee ze t PWFESS OaVAL LAN pzqx, YQR J�/ `1.' a4 u.#-»; . .,.z., -. sn �+h 4R.;w,: �, -.y.'f.+• e .;,i„p_. � ... . .. Lo, PLAN SNOWING THE DESIGN OF A PROPOSED Q�s, SUBSURFACE SEPTIC D ISPOSAL SYSTEM w G LOT B, 50 SEA VIEW A 11El1/IJ,E RARNSTABL E, VA 17 v� SCALE 1 = 20 ' SEPTEM6EA 27, .1994 J 22 -o- q; 240. 19 ..o.. EAGLE SURVEYING G ENGINEERING INC. B.M. OP 2 : 4-4-f ROUTE 130, SANDjVICH, MA CONCRE BON :�:�' I s. PROJEcr NU, 94'--055 VIEW A VENUE ?7X7s - _. 23X2s Loam --