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0620 SAMPSONS MILL ROAD
�O�i� Sc�rnP�on S rn��l , �. -- . f °FSHE TpN, Town of Barnstable °^ Regulatory Services �'"�''„ `'�$ Thomas F. Geiler,Director 079. �• Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 29, 2005 Brian Bellani 194 Cedar Tree Neck . Marstons Mills,MA 2648 620 Samnson Mill Road Dear Homeowner/Contractor: A recent review of our records indicates that you either had a new home constructed or were involved in the construction. The files show that this construction has never been finalized and closed out. Please contact this office at 508-862-4038 to make arrangements to finalize this matter. Your anticipated cooperation is greatly appreciated. Sincerel Thomas Perry Building Commissioner 9 comfinalize �� �� � o 1 ; 9 i y;... _ _. ,. .. _ .. -. �F Town of Barnstable Regulatory Services . g ry �''R'''AM ` Thomas F. Geiler,Director 39.61 Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 29, 2005 Stephen Giatrelis 106 Cape Drive Mashpee,MA 2649 620 Samnson Mill Road Dear Homeowner/Contractor: A recent review of our records indicates that you either had a new home constructed or were involved in the construction. The files show that this construction has never been finalized and closed out. Please contact this office at 508-862-4038 to make arrangements to finalize this matter. Your anticipated cooperation is greatly appreciated. Sincerel Thomas Perry Building Commissioner gcomfinalize Inclusionary Affordable Housing Fee Property Owner's Name Q f �4 P n Project Location (9 9�0 S A tie S v ) < ! C �. U Project Value 1 Permit Number Planning Dept. INCLUSIONARI'tA FEE Y° a: PLANNING I) 'PAIZTMENT INITIALS '-K DATE_.UVU. Z2-, Q�I A a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Parcel U SEPTIC SYSTEM Map 4 �(J / �1 VSTALLED►N - ,,., Health Division ENV WITH TITLE 5 U'at��°Issued t t it NMENTAL C0eT :.. . Conservation Division I TOWN REOULATI �9 -3` IRO - Tax Collector �� � � ` ��'"t `� o � Treasurer .x Planning Dept. '' h..o moo! Date Definitive Plan Approved by Planning Board / A Historic-OKH. Preservation/Hyannis .Project Street Address ��4 -�4i��� �lf1� i�• Village co f fi Owner &71;9a �LJ /a.�t AddressI —cw—,w lftc nfx-• Telephone Permit Request ✓ .fffyy 1-1615E Square feet: 1 st floor: existiinng proposed 2nd floor: existing proposed 7, Total new 45 33 Estimated Project Cost R19 946 Zoning District Flood Plain Groundwater Overlay p9p_ Construction Type CAPS Lot Size L"!_ Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: .&Full ❑Crawl , ❑Walkout ❑Other Basement Finished Area(sq.ft,) Basement Unfinished Area(sq.ft) �G_S Number of Baths: Full: existing new J2. Half:existing new Number of Bedrooms: existing new ___3 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas XOil Cl Electric ❑Other Central Air: ❑Yes NNo .Fireplaces: Existing New Existing wood/coal stove: ❑Yes XNo Gi Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use f / BUILDER INFORMATION Name o'Y Telephone Number ti Address / License# G� Home Improvement Contractor# ld` Worker's Compensation# (C � 7l ALL CONSTRUCTION EBRIS RESULTING FROM THIS PRO CT ILL BE TAKEN TO SIGNATUR DATE / FOR OFFICIAL USE ONLY PERMIT NO. • DATE ISSUED ti ` MAP/PARCEL NO. ADDRESS - � VILLAGE f" ' OWNER ' t ' DATE OF INSPECTION: FOUNDATION - r FRAME 1NSOUAFIGbT 100 l�✓�\ s FIREPL,AGE= r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL Lr FINAL BUILDING DATE CLOSED OUT _ Y ASSOCIATION PLAN NO. i o 0 'LEESIDE LANDING c\ 0 OPEN SPACE p 30 25 1 s J pj 515' cB w A.H.4017 FO UNDATION ` 210.3 .. k• � 5,$off, 14, 06 So a, Ca AREAAR88,747 S.F A.M. 40/65^ BENCHMARK t i C B. EL 104.5 -` \\ CB cl - �a ABUTTER'S - SHED cnk m O S22 fc, y A.M. 40/20 r': `sr�o 9 r A.M 40/64 AM. 40163 i FLOOD ZONE "c"_ FO UNDA TION CERTIFICATION , RES ZONE.• "RF" TO AX-COTUIT SCALE 1"'=80' PL.REF.''537/45 & LC 22824D SH3 ELEV NIA I CERTIFY THAT THE ABOVE y „YANKEE SURVEY: CONSULTANTS FOUNDATION IS LOCATED ON OF�C P U, BOX 265 a THE GROUND AS SHOWN AND a PAUL UNIT 1,. 40B .INDUSTRY ROAD ITS POSIT_ION_ OF, A. MARSTONS MILLS MASS. 02648 CONFORM TO` THE, ZONING LAW 1411MEW H SET,BACK'REQUIREMENTS OF �O` TEL. 428— 3 _ LRNSTA BLEJOB B FAX 420—5 5553 PA VI, A.: MERITIIEW. DATE'1 9�99 NUM8ER51488FND. �zl I\ -_— The Commonwealth of Massachusetts ........... Department of Industrial Accidents _ + 600 Washington Street "- f Boston,Mass 02111 -- Workers' Compensation Insurance Affidavit : Ow name: location: e city hone# ❑ I am a homeowner perfo g ad work myself ❑ I am a sole etor and have no one worldn in anv atx ❑ I am an employer providing workers' compensation for mq employees working on this job.::: : ::::.•..•.,:.::,::•,,.Y:.:::.,•.{•.....}:•}:;}.............. f:.i....%: co�tianv n ..... ......... :::::..:.. is:Y??}.t}}:??^:???{.}}:{?•}:v:•}r?4}:fi:•::~:}::?;:::tij.:i{y:jj?:::!:::}i}ii'Fr::?:.::;{:.:.%:;:; ;%ii i}:iiii::r:::•.:iiiii:i>::::iii::::::;:.:.: _i:....................:::n::v:.Y.:Y::-w::{.v::_cony::•{:.; .. .:??i�::-':i}:?{{:ii:•iY'•.^::i::i:.:�:{:-:i::-i'�}i};.}}y::n}:t{•}}:•;•};} -:::::::::n:w: c' >oifon X. nsuraace•ca:� . w. :..::. ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: y acme...:.. . ; > . .::.:::.Y:::::::::n?.::. acom"inv .........................................::::.: .....:............ ....................................... . ............. .. :::--.v::::... .. ..................vi::{vii:::�::�i3}'}}:}...... ::{::?v::::{•}:i}ii::�}:•:i::}::.v:r,v;;,:;:;:j?i��:}ii:?:i'::i}:nv:{.::.,:::{3:,v:::... address:>;:':'::::.::::::... ... .. .......... ...... _.. . . :.............. ..........:..,,.. ....,....,,.:...........,..,.,..:.....,...... .............:•:::.:....................... .... ........ ..........:,-�::•:::•:::•.. f .vr.r........... . :{••:::..,. . :}s•:::•:o:.x•:.::•::v....r:.{4:. Y •: ..r.N4x•::•�.°:`.:.;;.,,-{{.:�::.; .........::.Y............................• ::: •::::::::..�::.�:: .,.}:.:.:......... ... .....,.......... .. 94.:....Yr.?}.kq. ..:..:.��......................:..r:...r.4�%�•�:}. l•:i%% x:•+r i. ::q:::•:::::::::::::::w::. ::- :. :.. :: .::::•... .... ... -......... .. ... .. ....... ....... ................................................. ... ....;;.....w.Y:::::::: ?�i4)i:::i•i ....... .:v:::::::::::::::::::::.:v::.vti:ti•:r............................... ..........................::x:r Y ::.. .•......:} .;.n:}}:ii'4vi{.;x:•:}ti;y ............................ .................. ..............................4................ :................. ..................{......h.i...:.....:r:....... .:. .}:.}'::}Y Sim;;•: •:•%:•}p .................:.:w::.... .......... .....................................:•::•::::.:.....nw ..4 r........n... .. .....r.m .::v: ,,.;; :•}:.: • ...................................•---.:::n.:.Y::.................4....4•::::n•::::n•:.Y......:......;.. d<:.•.6...r.... 4Y.r.3 4 ,R:.}:. .: :. ............................................ ............... .. ...........................n...................,.....• .w.v:w::::::...:.... .... ::•.xxn};:h.•,r;;.;..•.y::::::::w.�:::::::::::::vr::::::{•}:fi}:??:':4r viii:•iiii}:???•::{S}::�>:....:•.Y::::::...................::•:w:::x:::::::::.v.:::.n:n:.....4...................4.n........::•nw................•::::::•......:..............4:.;Y/,•:::J4..:{....r.:n }.,..:.........4........ r.............. ...4........:v::::::..... - :.�:::::::::}}}}}:4}ii:{fi;vi}}}::{•}i}ii}}}}}}:?4:9:•;�}}}:?4:w:vnv}:v'4yfiiii:•ii'r}:-}}:}:•}:t:{.4}• ...................................................... ............ ................................... ........}...::t•}:i>{^}:•}:?•i. ..:..{::ii:tij;}}:?ti•:{4ii}}:{:^:•iiiii%i}iti�}i%i.ti{:}}�:rfiy}}? }i;:i.iii:�:i:: .� •.-• .:v:.�...:. . - tiff{}?:;}:t:^iii:?:•}}:p}::::::::::v::.};:::.{:.v::.}:i v:::. :Sy r» :;. ; ..... II..I I�> >?>IIII >« `ea :::.:::::.::.:::.:::. :..................:........................................................... {: . ::::....::::: ............... r..{ ......................................................::............n.....:...................................... M �y. ...................::{.y;.}}.}.;•.:i+t,Y.:..-!!- :::::v:._n::w;:}::•:>:::::�:ii:i:;i:;;::;:;:;y:;;i:.::: Fafimx to seems:coverage as required under 2sA of MGL ls2 an Ind the imposmon.of a hnind penalties of a fine up to si soo oo and/or one years'imprisonment as wen as civil ties -the form a P WO ER and a floe of S100.00 a day against me. I understand that a copy of this statement may be fo to Mce of Ia ns of for coverage vedomdon. I do hereby certify under pains p j above is&w.and con r,Silpatuue Date l� — 4 - • Print name --------- official use only do not write in this area to be completed by city or town oiHdd city or town: permiNicense# ❑Buading Department ❑Licensing Board ❑checklfimmediate response is required ❑Selectmen's Office _ ❑Health Department contact person: per#; ❑OWu' Owned 9195 PIA) w � Information and Instructions , Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any coact of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver o: tinmstee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renew£ of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall eater into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. - Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of industrial Accidents for cmfirinatiian of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of industrial Accidents. Should you have any questions regarding the"law"or if you 'are required to obtain a workers' compensation policy,please caU the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided'a space at the bottom of the contact the applicant Please affidavit for you to fill out in the event the Office of Investigations has to you regarding app _ -- - - - �to be sure to fill lathe permmt/!ic®se number which will be used as a reference nmmber. The affidavits may be returned the Department by.mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. . The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents 0mce of hmiesd adons 600 Washington street • Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 eat. 406, 409 or 375 M taMR Appeaft . � Table JS 2.1b(eoedoacd) h IFE"iptive Packages for One and Two4mmrly Residential Buildings Head with Fong Fuels MAXIMUM MINaNUM Glazing 01 Ceiling Wall Floor HasemaK Slab Heasimg/Coolimg Area'(Y.) R value R-value' R niue' Wan Plerimeoes Pit a�Y' Pads R Vaw &Vaw _9701 to 6500 Hating Dean Dar' Q ' 12Y. GA 38 13 19 10 6 Normal R 12% 032 30 19 19 10 6 Normal S 129G 030 3E 13 19 10 6 AFUE T 15% 036 3E 13 25 WA WA Normal U 15% OA6 38 19 19 10 6 Normal V 159G 0.44 3E 13 25 WA WA 85 AFUE W 159E 032 30 19 19 10 6 E5 AFUE X lave 032 38 13 25 WA NIA Normal Y 189E 0.42 3E 19 25 WA WA Nomral Z 189/4 0.42 3E 13 p,9 10 6 90AFUE19 10 6 90AFUEAA lave O30 30 1. ADDRESS OF PROPERTY: Z44;J 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: R 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. y BUILDING INSPECTOR APPROVAL: t YES: </ c qY NO: q-fomn-f980303a 780 CMR Appendix J Footnotes to Table JS2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in wails that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 f of decorative glass may be excluded from a building design with 300 if of glazing area. 2 After January 1, 1999,glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.53a U-values are for whole units:center-of-glass U-values cannot W used 3 The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing,and interior drywall.For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors ova outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 500/6 below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other. glazing. Basement doors must meet the door U-value requirement &scn'bed in Note b. 'The R value.requirements are for unheated slabs.Add an additional R 2 for heated slabs. ' If the building-utilizes electric resistance heating use compliance approach 3,4,or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J52.la NOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R-values are minimum acceptable levels. R value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1S3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). c)If a ceiling,wail,floor,basement wall,slab-edge,or crawl space wall component includes two or more area with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 I BOND NO:'24094419 c WESTERN SURETY COMPANY STREET PERMIT KNOW ALL MEN BY THESE PRESENTS, that we, Brian Bellani of 194 Cedar Tree Neck, Marstons Mills, MA as Principal and Western Surety Company,,as.Surety, `.. are holden and stand'firmly bound and obliged unto the Town of Barnstable, . Massachusetts, in the full and just sum of$1000.00 Dollars, to be paid unto,the said,Town of Barnstable, its successors or assigns, to which payment, well and truly to be made we : bind ourselves, our heirs, executors; administrators, successors and assigns,jointly and severally; firmly by these presents. ' k THE CONDITION OF THIS OBLIGATION IS SUCH THAT, whereas, an application for a license for use of Streets has been made to the Superintendent of Streets of said Town by`the said Barnstable for,Lot 620 Sampson's Mill Road, Cotuit, MA - a..' h y NOW THEREFORE if the said Town fBarnstable shall indegnni and save harmless.. a " the Town of Barnstable from all costs, actions, suits and claims whatsover arising from any and all costs, actions, suits and claims whatsoever arising from any and all-work, occupation, or obstruction authorized by said license, and shall restore said.street or other . public place so occupied or obstilicted o its original condition within the tune specified in said license and to the satisfaction of the Superintendent of Streets, then this oblication shall be null and,void-, otherwise, it shall be and remain in full force and effect." IN WITNESS WHEREOF, we hereunto set our hands and seals this day of Scot. 23, 1999, Witness: - WESTERN:SORETY COM ANY Charles N. Robinson Attorncti-in-Fact i e POWER OF ATTORNEY Know All Men by These Presents: (Irrevocable) Boren No.R- 24A qAA lq That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That Western Surety Company, a corporation, does hereby make, constitute and appoint the following FOUR 1:7;1 authorized individuals: AUTHORIZED INDIVIDUALS AUTHORIZED INDIVIDUALS CHARLES N ROBINSON M ELISAOETH NC LECO' MARGAR.ET E YCUNG SUZANNE E ERYGEA in the City of H Y A N N I S State of M A S S A C H U S E T T S , with limited authority, its true and lawful Attorney(s) in fact with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, one of the following bonds. An ORIGINAL bond required by Statute,Decree of Court or Ordinance for: MAXIMUM PENALTY (A) ADMINISTRATOR REFEREE IN PARTITION EXECUTOR COMMISSIONER TO SELL REAL ESTATE PERSONAL REPRESENTATIVE TRUSTEE OR RECEIVER-In Bankruptcy(Excluding Chapter 11) GUARDIAN OF INCOMPETENT CURATOR $ �00,000 CONSERVATOR OF INCOMPETENT/CONSERVATEE COMMITTEE OF INCOMPETENT SALE OF REAL OR PERSONAL PROPERTY-When this company has qualifying bond or when it is a separate bond for accounting of proceeds of sale only. (B) GUARDIAN OF MINOR OR CONSERVATOR OF MINOR $ 10,M) (C) NOTARY PUBLIC RECEIVER-(In State Court Only) $ $0,00(I PUBLIC OFFICIAL AND DEPUTIES TRUSTEE-(Testamentary Only) (D) PLAINTIFF'S COURT BOND -Banks,Savings&Loan,and Trust Companies $ 100,000 (Except Restraining Order and Injunction) -All Others,except bonds prohibited b "NOTE"below $ 20,000 (F,) COST ON APPEAL (EXCLUDING OPEN PENALTY,STAY,SUPERSEDEAS OR GUARANTEE OF A JUDGMENT) $ 2,M) (F) LICENSE AND PERMIT EXCEPT BONDS WHERE THE UNITED STATES OF AMERICA,A FEDERAL AGENCY,OR A STATE IS THE OBLIGEE. $ 25,000 (( ) STATE LICENSE AND PERMIT-The following S I x 6 bonds are authorized where the state of M A S S A G H U S E T T S A is the obligee(other state required bond%not authorized). REAL ESTATE BROKER $ 10,00() TRANSIENT VENDOR PRIVATE DETECTIVE MOTOR VEHICLE REPAIR SHOP EMPLOYMENT AGENCY SPECIAL FUEL USERS $. 2,000 (H) ANY BOND OR INDEMNITY provided there is attached to this Power of Attorney, written authority in the form of an endorsement. Ieuer or telegram, signed by the Senior Underwriting Officer, Underwriting Officer, President, Vice President, Assistant Vice President, Secretary, Treasurer or Assistant SecaKary of Western Surety Company speccally authorizing its execution. For confirmation of the necessary written authority, please contact our Underwriting Department at 1-800-331-6053 . 339- 60 in South NOTE: SUPERSEDEAS. OR OPEN PENALTY OR STAY BONDS ON APPEAL OR GUARANTEE OF IUDGMBNT OR BAD. BONDS OR CONSTRUCTION BID OR CONTRACT BONDS OR BONDS FOR DEFENDANTS OR UTILITY DEPOSIT BONDS OR SITE IMPROVEMENT BONDS ARE NOT AUTHORIZED BY THIS POWER OF ATTORNEY, except as provided in Section (H). WESTERN SURETY COMPANY further certifies that the following is a true and exact copy of Section 7 of the By-Laws of Western Surety Company, duly adopted and now in force, to-wit: "Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue tionds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, r[a ttorne undekipg§; EbtVer of" y or r �obligation of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." I � Dated this 22nd day a WESTERN SURETYZANY fSeptember,1997. v ATTEST AssistaDt Secretary By STATE OF SOUTH DAKOTA COUNTY OF MINNEHARAZ President On this 22nd day of September, 1997, before me, B. Thomas, the undersigned officer, personally appeared STEPHEN T. PATE and A. VIETOR who acknowledged themselves to be the President and Assistant Secretary. respectively, of Western Surety Company, a corporation, and that they, as such officers being authorized to do so, executed the foregoing instrument for the purposes therein contained, by signing the time of the corporation by themselves as such officers. In witness whereof I hereunto set my hand and official seal. My commission expires June 2 ,2003 Notary Public,South Dakota I, the undersigned officer of U''cstem Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and funhermore, that Section 7 of the By-Laws of the company as set forth in the Power of Attorney, is now in force. In testimony whereof,I have hereunto set my hand and the seal of the Western Surety Company this * �day of WESTERN SURETY C O M N Y *IMPORTANT: This date must be filled in before it is attached to the bond and it must be the same date as the bond. By PRESIDENT Form 99-A-9-97 NOTICE.,This border must be BLUE.If it is not BLUE,this is not a certified copy. ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE square feet X$55/sq. foot= 3f GARAGE (UNFINISHED) square feet X$25/s . foot =q t PORCH square feet X$20/sq. foot= DECK ' square feet X$15/sq. foot= OTHER square feet X$??/sq. foot 6 I Total Estimated Project Cost g990915b P' 1/7 �ar�nwouuea�b�i o� ac�ivarlta BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR. r. Number: CS O49915 Iz`'! Expires: 07/2V2000 Tr.no: 6696 Restricted To: 1G STEPHEN J GIATRELIS 106 CAPE DR MASHPEE, MA 02649 Administrator HOME IMPROVEMENT CONTRACTOR Registration 125460 i Typo - DRA Expiration 12/22!99 STEPEHN J.%IATRELIS, BUILDER STEPHEN J. GIATRELIS _7f 4.�gQ08/CAPE DR ADMINISTRATOR MASHPEE MA'02649 mow/ ps, .vr Z a ORS O.K. ��R-� SUI DING DEFTNOTI T - t9ttDtt4Ga OFFICIAL-$ -_-- HUE TO CONSIAN Y CHANGING RUILDIf G CUDES,TECIINOLOOIES,AND MATERIALS WE C NOT GUAR!NTF,'OJR PLANS FOR COOL COMPLIANCE :: I Q`Fti� �ir•1'1�^ 'r{{ \. ; I^I yZ MORE THAN Y AR AFTER THEY i tAVL LF.,i OUR OFFICE. IF THIS PLAN HASSEENSUBMIT DF,ORABJIIOINCIEIll,+1AFTER�_11 "- I PLEASE CONTACT UR OFFICE SO I'/'U,1 EVE MAY RE-CHECK II. S1'H sHiJvL�ti -- -j • Itir i=== �._ _ _�t-�na1M e�R+�K cua•fh�^( — -= - FLa*LbAL G.tr.a•f .�Iltt*1vUES IIq, _ -- — !o 11 T -A V _- I � Q I _ T Q I kE.�•.I�.10 _.. I i.P� I T LwR�frl, L I I I I ._cow. 6Trfs to ywca i caT�.i-:: •�..•F�Lt I I b � '►oIJC�r'IJ�f — J I -- �•o''prGLwJ �aa I r I I 1 r� — o�T Ls 1o>J 2 t2I��I�--- �q"• I•d � 4 � sad e s /D/ C��p SArt �aJ HILL yA61 f l ` IA �3 IJ p(O �C?� YAROSHASSOCIAT",INC. YAROSHWASSOPc�RES, INC. qq � JqU.. .. /I� � �/� L ARCNIIECU•ilAW1ER6` x..k: �svAovke.. ', C (� 10 Cepa Or w F J �+a 02 Haas E L drrara1:. MASHPEE,MASSACHUSETTS oMw,hG iEl.16171 C77•a771 A.-1 .. .. L ... .. _ .. .. ... .... ... it ,ay o fft I,v}a t el4vX+7'n is FAIL a t ' r' 7 !t ......,,�... ,i 7. kou�ewe F✓aa.E� - - �; iP Fvw �s�r�f I CEtxL W�'� ...-----?- I I � ' 6 ocA•IE fduco" 1 wD. 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I I F F u{.� ONaF Q�E►JI ..: �s — GsLIM.WAT !/IQ)7FQ A — ie—'- ---4__. - �I IrJbTALL �JTAI� hftEfi•� WI -;-. v4 N�,H ,� �.,�c.°. � pu lid ecc '-j i I I Q co�c �w TC - sr sws• For W.TV" Y ea /O,fe w!db' w/o NIiGL,P'L'y . FULL SA�6BM&rJT oPrta e SAL I r 1 r �.. �, ",T�Gv .c. a ►.� �..— I�Igo" - - vaaosH A�ssoci s, IN(.. ,';•� .. .. .MASSACIRlSETTS ':Pa• m+ : �, n - - - ,I 47 "tS I r I ivf j tLA W.p. x o Ju. A rr ti r'elur } 1. 1tL II 'jZAo Vt:�oRlwetL ". wu Ica.,. R,irlyIR6 r fdc L. !{ u. 11C - — II — — _ - waw t(rt t h t'ahNT(PIanI _ I �nwu . � I � ii 4Tr � 4��go-rmnza(Pwcl FTeg 1S % \ I C loruw`'� \ Wr ` ai 1MM M$►R" �OIhT � 4ti oer�,�.L.L ._._.:._._..__ tr<T rolo:Nc,•(au tu.t� . � I,e,SHui WIN --' ----'-A'o� F S P;n-efeo/.Q.�-. ___ i,. --YC'�FA.Y bX'-AL44I.Ju - �A�EMENT OP1'IGN -- INI.,N �•LwRINc+ � - �'^I I/ �e I.OII C /� �,.—_._._,. y L I _'S I(Lr Ir.ISUL(e•11//t sanu�.... /4' I'v Z P {��°'xlr,— I i J b.lti"I�(z 1��-- —L.4 "TuD N6LL NCT$' If G Pau. 8A"yFl�6N? LAA r' —L•4 ,Nob TH1h "AfaiT � bralR t, Jo-T� vo JlIlT Ir f5,�'I CALCULATIU N9 {. 1`v� teV T2Rar(g0 AIL Ll G'Ek/ :'• .. Vi' n.Ie.6H BGG OGD R-VALUE �I �'IN10N T i' PI r. rfr UI-o"o o: I''o' P� •$° tx orz T?r 41, .��#5� .. ,'Y��►7; 1.1 � G�a Coe.uGn�la2e 4 t.e��. 4btr¢ s`tnR n zx3 YEtwaY L• '(et..le:a Jo, ,1.. (J IL/ I 'u 11 , f rcr-i,�ec-rreo-reb »wrl'I�c., I-is }. KsRTmN!ubt f '✓a" a'7 ii.00 F ICe ..N`._ tip" 1- > t I" #tK.aM'MyMbt [aa�+. : M..ut_ HA-Nae�. OcJ I.I r�A-f IO f�F- 6 IL 4.rtx r N au�Nu%O`rcD I�~I On q rr ;.. Cat IPA �pK a/�I/uw>AoL ... .9lle'FIord :' '.w+l - �L'('v 'III/) H ASSOCIATES, c eC. r r : - + J .. .... .. •I .. OJ OWTSCTS•PLAW*93 S, YAR INC: 114 k /^\ ,�-L � rwLr �weono e. auw VOC- e•. MAWft MASSAU4M"E • R i K.@ 6c"Lav+JabtS �!. d C " ti•1.� �l.�l fP+TB —T NRl btlYilt —................._ 15L I N `._. -. .. ..lO. ._. L .. .. . . M I I. ` i1 T A 11 t LA O f J ,4 t i It Ito - -. ... .-._. ... _. . _ _y . . ... 1 I I ,• i . I- • L i I " i Hot' JoIA.T(TTll-). - - -- -- - - � �41As1►� i4r.T -� L oo(z .�aaNl I Q co ,L a� fra v 'la l,a.til J v4'_Ibl �}�ti1•p CavRr+t►1A►'m.'IJ urJtA+�T� D ids YAROSH ASSOCIATES INC. H N f►�aM t,J� 'vR rwnS f 141E R� AKWECrs-P ANKRs wpoi �Jos�IOv Nit1Md tN�twl. r•I ... .. 77, L'r -- -. , I L ti ' _ Gi�L'we iL LwJr.t - ---- 0 MPFRFFT'1. , EJ L� ILE a rf • �..., �.— r_—_� �� ���' � t 1. � `. L1 --� It! 6ob1GM*rA 4'O $Flog LPOa, V s Ivy L�y6-�lorJ I �� �L���--f l o►J fi 1 W NOT Ee YAROSH ASSOCIATES, INC. v A 1 ' y� .- �yy• Lst4ede4 wbl b die logowf f1 r ik'r, v �N:.• --M••-.••.. �._�nnw r EVA 9,F JHO •^^j r1^y E8bi1Q11s.W yMldadli DETAILS(ss 1160" FRAMN9 ..., .. '� '`45,E"`" "Y t: �,t�'TIOYL•1!� 1'dl Tf+kS PROJECT ," 1� �� TS r t , 1. ��� DartaW Cpdtlats era ae.py,t'AEnfanContraagr AgreMMn. In ... .. , 1. Ole wou l'of conflictbewwean Suggested SpwMcs6diq entl Orrner/Connaelor Agreemonf, IL All bars shed be securely tied In place to prevent dislocation. Alternate All esuNJnp shall be In aeoordsnce with manulacturefs spectncatlons. AN jolnla M OMTerMiGltrtlCOCr ApaenwM snap Nee, Intersections et splices• to be caused or sealed smell be thoroughlyeieanod before work commences. t•Vy9 ORO aft A-_o FERUITI� F. Minimum Concrete cover for reinforcing: 3' for loollnpa: 0A• for well and Prime an Jt1Inle whin required by menulecturere wrlOan instructions. .._Q Al CeMraeler chin 9" sit notice$, obtain sn r v� pertntts, Ibenses, conflieates^of.inspection, of approval,of occupancy and other slobs not for foxed to weather. .� Q Joints to be Cjoints and a sealed shall IrlCkde but not co IttnllBd ro: loch nts requtred 1N,NIS (MOAIr-aatl..pay ail Coats end fees for rime. ©• Concrete for floor slabs to have Max.slump of 4';for all other concrete wok,'s((- 1. Exterior joints .w •` ry anpemacle forconneetbn 10 otllltlas end s m slump of V. l. a Wlrfdowe. r 1/ 1•,'Cefitraota lO make 0 necessa art p y- b. Between dissimilar materials. v .-ail�al�ifi rStp lar•ea�rn�it. e�coptractor shell obtain end pay for the building permit. 11. $TR x:T 1R f cT •(N Applicable) 1 7HEbE fsD 1.1k, 4tli,f.i7 '+�'.11i She loops of work b IMloated on the drewrge aro Includes but b not A. Design, fabrication and.erection of structural steel to eonlorm to the'-latest c. Under sed0les end else`' "• oROt.7UGE0 14 WN^'1., a ti:,, •4 "IlMted to 1M-lolbwing 600peArclift f workurals Is icated Construction work; A.I,S.C.'specs. All steel to conform to ASTM A•36. (ASTM A-63 for pipe 2. Inlarkr joints +''h`Gig A.µti(iN ,r,l[:�r• If '. q sections). a. Where noted on drawings. y A 1.400".w9lk. Ta 8. AN shop o0nnectlons b be welded. (Mtn.wold 1/4'). 16. fl90F]Iifi6I�.E18Sk.1AfCi; �!`••, A',. y culk. 1 ttrtd elr contlNbning work. F Burning of holes or cuts In steel mlembers In the field are not permitted unbse I A. Rooting shelf be asphalt seN•seellnq shingles ea menufeclured Dy Roofing ProdUCn� • ., - .. specifically approved by Architect. 1 with UL Class A fire rating. Cgbr to be selected by Owner horn manulflduf9r's 2 ' wfl' • EI'n70`bin, orHeeling plane ere provded, A 18 Ins.Contreciors ;'L 'lhlPontll to nUVqua9flad axpsne to design and Items and Inform n Steel contractor to field check anchor Doll setting galore erecting steel and,lF standard range. �, C w: - general contractor to-be rospoT'dbee 16,setting egme.accurately B. Provide end install concealed Wminum aaehing al eh Inlereectione,' roofs end +}Mahlood o1 a structural changes to e. •.,/'�""�' eTs +;3+ �•.;�i' Ans�E�"she• A9 work elicit Campy with ell applicable Federal,State a Munwpal Co^Iraclor to AaW me9eura end be responsible for all dimensions ellecting.fits wells,Chlmnoye,valleys,and somewhere. Lead dashing to De used ay all mesa+ly '{ wor areas and where aluminum Ilmhings cannot be angled for propef protecton N laws,'regulations,.ordinances and-Covenants. Comragw Is.responsible so f,'Ag steel to be altbp primed. required for water tightness:^- t;tnjy 7trnhitact of any dlscreparieies er man-conformftles In plans and tck bear en ' -am rgctlfying work kn 0awingiy performed contrary to low or best Field connections'to be 3/4'bolts. Unless otherwise noted On plans. 17. Mlrq Ob ms(uauQn: 1... k Provide 9/16-holes.2'•0.O.C.Max.lot all wood blocking attached to steel. A. Provide and Install glass fiber insulation as shown on drawe+g y e,or ganorsi . K'PpegflDe: + f: Cuts,ttolea,copes,etc.,required In agsl memDere ro be made In the shop. " 1. 1n 2x walls: as per plan."'�+- -ilaftm.,s r j {� {}N'OF TIIE WORK: All work shall W In aceordenea..svith accepted node p 1jO � 5 Y'- ?�po1 30,All metartab shatk be suitable for their purpose. The OwnoR will adjudge 72. E^AN Deane to be IebrlrAted with natures camber u 2. m tot Noor hemkp: toll-IaC a 11on$s per plan. ' - f ,;" cw _ •rBy queltl�y of the woA;'nnd wBj have the fight to'reject any work Ethel'Is not 3. In roof/calling:5111: per plan kren-laced Insulation. S A.All naming lumber,except where otherwise noted on drawings, to De Eastern,,/ 4. Perimeter aIIIBi SIII aealec }1 • S.at unit 89PAO&ANor;wells. Eeeept 'e otherwiso noted,the Contractor shall guarantee all work Spruce with the following minimum properties:Fb.1000,fP400, E.1,200.000 S. far (1) year from date of tfubslent101 completion. Necessary B. Uselwo (2)Simpson A36n framing anchors at each rafter to beam,header,of f 6. 3.1/2' at Interior bathroom,walls. 4d� Include making good defective or interior work entl.all damage plate unkras noted otherwise on drawings. Use Simpson'LU'joist hangers al en - 16. QQ.Q9S6NQZJA9mSfA8E. $" gush connections of blab to boom unless noted otherwise on drawings. .Use i A, Exterior doors shall have stornvscreen doors(per plan). by eµcA work Or by combing f. .. .yr: +h;'„ r Provide fie ry enclosures,barriers,scaffolding,ladders, 6lmpson.hunkane'H'Clips at all roof truss to plate connections. * B. Interior doors snarl be 1.3/8'thick raised panel doors;W- Sizes to be ea .: �� aea� ,G Lumber end Its fastenings to mmorm to the'Nellosel De"sign Bpecs.Im SlrpAe. shown on drawings. : r Q d ley•eatery.Lines,levdle 6 Credos:The General Contractor shall lay Grebe Lumbess(s f a Its Fastenings'by the National Lumber 5aglp Space.fon. C. Garage doors shell be molorizod,upward acting,Insulabd,tecsonAl doors. Remote `rJ, and.establish all points, gredsdr•lines,and levels and assume all Plywood motor operation by radio control device. Furnish Ono per door. t.- 'r same.Rubbish removal,cleaning up: Chen up and remove eeeR day .0. P sheathing: `in" w a and refuse materials of any nslure'resulting from,any work. At 1, Sub-Floors, Eaposure 11. 3/4' APA 'Slurd•I•Floor 24-23/02'glued and nallod Q Finished hardware Including but not Ilmilod to cbaures, stops, butte Cytintler took$,overhead tracks.Closet poles and we8lherslrlpping 4luell LulioIng,leave'brcom clean',do as eclat deanln Including windows, construction.L„ J •;; g g 2. Wells and roofs;`t{2-COX exterior grade plywood. Installed by the Contractor. He shall allow a sum of - . i - bids,floor and wall tile•polish hardware,dust fixtures,etc. - _ 2 •E Treated lumber small Ite 'Woimanlzed- 0.25 lbs./ cu. It. retention. Trealod hardware Including a6 taxes and shipping costs. A4ie4+aAlt I�A�E: Conlin rously maintain adequate protection of all work - 19. )( !$;All WINDOWS TO SE HIGH PERFORMANCE GLASS(Low-6) . a lumber shall be used at; ` - �•'.,ttd from damage and protect Owner's property,from Injury or loss arising In A. Windows b_ e$per plan 01 sizes entl ypes as shown on drawings.ConusGor to 1. All wood sills In coot with masonry. 1 *" �Csnfl�' :Ain this Contract. Melntaln•�daquate Insurance for protection under - verity sizes with manufacturers latest dpecllicallons prior to Construction of tough r 4n.'', �+ �^+P P Injury q 2, Exterior deck homing a cling. x r r eke ensstbn',claims for ersonal In u a other Insurance as required��"% oodes and boat practice. Fire Insurance win be Celled b Owner,on 100%of � F. Wood Inn(unless Otherwise n d)to be square edge,pine WWPA graded'N2', openings. r '��•,°` "?L�'R xr w•>ff bY' ( p y B. Pack voids between window and rough Opening with glass fiber Insulation. .11I1 s value o1 structure.not Indudinp Contractor's tools or equipment. 'Mot 5'e►8sue+ern•4Yae•9rM$ AND G Exterior siding to be 40" _{aahaa what Is shown on elevations. C Bedrooms to have al least one (1)opaneble,window or exterior door b perpllt rt �• i, t� A. All footings to Deer Cn Orin undisturbed soli minimum bearing capacity of 2 Iona per ON GROUND., H. Gypsum wall and ceiling boards to be 1/2'except where noted.as fire rated. emergency egress or rescue.. ``� 4 ,Y�`' ``'r',' Rated board to be 6/8'fire code 6o gypsum wall boards. Tapered edges for Part, 20. CARPETING: +- wd square loot B.'BOOpne ill:exterior�0ot "� � e•Tepe pint system,as manufactured by U.S.Gypsum. CeIIInOs and watts:tape A..Tne Conlraclor shall prepare Imo plywood sublioor in a condition That,will e.,;��.,.:�-:�: ��. kqs to be Carded a miMrnu'M of 4••0'below finished end spackle all joints with Three (3)coals of speckle end ready for painting acceptable to the carpel Installer. [ ..._ 41 grade. gNtWM� Vva ON (aced 1. and anlshinq. Exterior corners to receive metal corner beads and exposetl edges 21. PAINTING: + :.• C. Whom 400tings are stepped,bottoms to be stepped not more than two (2) feel to receive 'L' mold. In wet areas, tubs and showers, use 'Wonderboard'Or A. Cleaning and preparation of surfaces. verdoal to lour(4)feet horizontal. a •-} 'Durock'walerprod boards. Screw wallboard with bugle heed type 'W screws E Painting and finishing of all wood,aheelrock,unnnisned feNouO metals end as ONiarr� D. Allfaxoavatbn and foundation con•lruclton to be N the dry. No concrete is to OB „ placed In waled spaced a maximum of 7'o.c.for callings and a'O.C.for wells. oche s through ,spoor.and exterior of Construction area of building ungee _ ~�E Do not backe11 against exterior foundation wills until lateral supizorre,top and 13• "' 'IDTR Ice a•(If Applicable) otherwise specified,apply 131 coals on all surfaces. A. All trues units shall be designed by a professional engineer. C. Protecting and cleaning of finbhad work. t�, bottom,are effective,unless wall Is adequately braced. - I` � r F. Exterior foundation wall shall be dampproofed with a coat at approved.bhuminous B. for the sfollowng depth end opens as Indicated 0n the drawings and to be designed D, Oak Painting.Colors selected h Owner. .fneter191 from footing to finish grade. for the following: Superimposed deed bed•10 Abe./sq.-top chord,10 IDs.Isq.N. E. Oak flooring and oak 1rM shall have a color stain tr9elm0nl.and be finished with one 0. Where Oft Is necessary to meet me required stab elevations,provide a granular •bottom chord;live bads as required by code. (1)met of clear sealer primer end Nro(2)Costa of polyurethane earth alaar finish. Nti compeclpd so fain._f(np,Ql�la�s1A/kIQ�T•190 density Of 95%. Grade to be:stripped a Trusses to be In accordance with the manulaclurefs sPeCllicetlCns end laical Stain to be selected by Owner If applicable. �n'ail-.th(r'gM!✓11 'I�elBteoliffe maledN�'ebre appying.NN. issue of the Truss plate institute Manual Design specllbahons for light Metal Plate 22. FIREP ACES: ✓ connected wood trusses. ' A.To be constructed as per Local and Stale Building CaOea. H Provide an additional layer of wb 0. Submit slop drawings and calculations aligned and sealed by an engineer registered 23, CABINETS a fabric over conduits,pipes,elc.where same is or11N r anrDeddad In blab. In the Slate of Massachusetts to the Architect lot approval prior lo•'labricaling A. Kitchen Cabinet work allowance as per OwneNG rector Agreement. Builder to r No placements are to be made until s0 embedded(tome partalal^D.IO the electrical supply all blocking required for Installation of as cabinets and ;8rilles. •• and mechInfest trades have been set In forms. This Contractor shall•coordlnab with trusses. _, .. - .. i titer trades to obtain,necessary Information. Set rope pl all slabs to sc"Modata The framing contractor shall be responsible for all construction Draclnq requlreQ_' t,.. .�. The !ruse Installation. "� TTe Arcfihatt or Ns supmlaed reple+erwtlre NO ux Ill l+e'f rtt lde•proklrad141' arCilllectural Onlshes:. ,,,r. _ ability to drew Ill roroWetbn place. Fiowal",r with arq rs am made ereadol it- 0_QMCBEL 14, WATERPROOENG A DAMPIRROOF they may not be perfect.Three PWas ate bring dnwn.urder law ueumpaon Cast'i A. All concrete snarl be stone apgrepale.haviriq a minimum Strength of 3,000-P.S.I.01 Water offing membrane shall be'Melner' as manufactured by W.R. Meadows, i they will be used by a qualified,licensed drumscdon pMesslonsl'w)io'ahould 26 days �ItL:p,- In III,InatellellOn acmrding to manulacWreB printed InalruFlbns or equal. carefully review,(hem before b eginnin6 maatrucdon,and pwnpdy roatp Ifle 1 S Dam M Snell be-'Sealmaelb'emu type 2 es manul6civied by W.R. Arxhifed If aware or any hull a`ietEot in the flans. f' B. Reinforcement shell be deformed Intermediate grade new billet steel, ASTM A• �l C S � _ 616.Grade 60: deformations,ASTM A305;W.W.F.ASTM•',t.$6,. As Idicated Meadow,Inc.installation as per manufacturers primed Instnrclpns or squat �dra�Ina ,5 gANDI ltt4n �. YAROSW ASSOCIATES, INC, G RIIlrejCMrg-conef�te Gii4a and $tape, etc. sAeN�fia tsjed.and 4mwelled �A..Sealants for pints noted on the drewingsl as'sealant'shoo be 'Dynalrol I- as ,aacNiTEcls fin•NNEaS t � I,ggs"r ae per pion. disnufaetured M Pemrs'or equal. _ - 'T 118 Counting for )oin19 noted on the.dyawingyas caulking"shell be N707 as err a arosov+o n, oaaw er ' _ D AO,liars marked Continuous to be topped sterna et ell comers Flock hers by PTI a BC t66 as menWpclured by or equal r n- et non•contitnrous ands '`, Manufactured a _7 C L _ / , 1<x1 AT QI�I ' ,,yes }�filc / tTtdt""undarNelsf�sAsR$,In taost .,. uea�bipt aeollW wide.pe rile,and _ ,07 �uaenntta Ff^++ by 4aOMnal el�By aPP+mP .b.a rwran-1 M E+w,$$a[NUSE TT$ o,v,,,ars ho� lion srLM' ryj Id ,ex. sIw ., . ... ..... .. �, " .• t ( �. .. aTFIE161 II 477 o)t 25 ki 1 (� " ��� �� �� '� � J F � I TOWN OF BANSTABLE BUILDING PERMIT PARCEL ID 040 134 GEOBASE ID 1 ADDRESS -4&9- SAMPSONS MILL ROAD PHONE (508)428-58941 COTUIT ZIP - I LOT 1 BLOCK : LOT SIZE DBA DEVEflP`MENT DISTRICT PERMIT 28014 DESCRIPTION SINGLE FAMILY DWELLING SEPTIC NO 97-725 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: STEPHEN B ELDREDGE Department of Health, Safety 1 ARCHITECTS: and Environmental Services i TOTAL FEES: $362.70 THE I BOND $.00 O� ( CONSTRUCTION COSTS $117,000.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE PIAVPE'~ * iAB1V9TABLE, • 1639. MASS. A1� �FD BUILDING Iv SI N I BY 1,� " 1 DATE ISSUED 12/29/1997 EXPIRATION DATE u r TOWN ABLE i PARCEL ID 040 1 34 • "' .s nowin T"b ADDRESS 420 SAMPSONS HTLT'. ROAD - PRONE (508)428-5894: LOT E DBA DE'��PNSEAt DISTRICT PERMIT 28014 DESCRIPTION SINGER FAMILY DWELLTNG Sf1PT10. NO 97--7-26' PYRMIT TYPE BUILD TITLE . NK4 RESIDENTIAL BL56 PKT CONTRACTORS STEPI N B ELDREDGE Department,of Health; Safety ARCHTTEC`IS and Environmental Services BOND . ,04 tNE CONS -RUCITIQN COSTS $111,DD .00 � �► SINGLE I;'A1 HOME` `ACNI? PRI '�TIS 1*� R'ri"_ * BAMSTABLE� .*� w . � 1MA8S. 1��► BUILDIN�°DIYIM BY .�/ DATE ISSUKD 12/29/1997 EXPIRATION-' DATE 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- ANICAL(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. 3.INSULATION.. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPROVEDTHE 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. BUILDING PERMIT i ;TOWN OF BARNSTABLE ` BUILDING PERMIT PARCEL ID 040 134 GEOBASE ID ADDRESS �..v SAMP SONS MILL ROAD PHONE: (508)428-5894 COTUIT ZIP BLOT 1 ttOCK LOT SIZE iDBA DEVELOPMENT DISTRICT. PERMIT 28014 DESCRIPTION SINGLE FAMILY DWELLING SEPTIC NO 97 1725 PERMIT TYPE BUILD TITLE x' NEW RESIDENTIAL BLDG PMT CONTRACTORS STEPHEN B ELDREDGE Department of Health, Safety ARCHITECTS: and Environmental Services i TOTAL FEES: $362.70 NE BOND $.00 Ox� CONSTRUCTION COSTS $117,000.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE P f,r#t'?E�"_. * BARNSTABLE, • MAS S. A` BUILDIN'DIVISIO' BY DATE ISSUED 12/29/1997 EXPIRATION DKFE N -TOWN 0 ... ' � TAL PARCEL ID 04�.`,, 134 G OB�.�.E ID ADDRESS SAM�'SONG MILL RPAD r PHONE ..(508)428-5594 OOTUIT Hr. ZIP LOT t; L7d2LJ�1� :rfRr"r' LOT SIZE -.-- DBA pEVRLOPMENT DISTRICT P RMIT 26014 DESCPIPTIONSINCLB PAMIL DWELLING SEPTIC NO 9`7--"725 P RNIT TYPE BUILD TITLE � NEW RtSMENTIAL BLDG. PMT CONTRACTORS " ST PHEN B 13LD'REDGE Department of.Health,"Safety and Environmental Services TO/yT�,qAy-�L FREE 352.70 BO ND C� pT� trappON COST 9 pry $.0 0 0.1. ..6�6V�k7?#-� .E16'3.."' ZV1S.A`a ,{.�1LaTt"5�,.+Hn I F'RI 3f AT'. P t>*'J3ry,... - BAItNSTAB �1MAS3. FO MA'S 1b . ` BUILDING'DIV SIGN/ BY f DATE I SgUI,D rmP T 7-ON DATA 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: r • CARD SOIT ISVISIBLE FROM STREET 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 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. BUILDING PERMIT �' EngineeriIt (3rd floor) Map �O Parcel /.-�'�: Permit# ono House#/ . = � "/� '�'l'Date Issu /02Board of' rd floor)(8:15 = 9:30/1:00-4:30) -7 2 Fee" zD Conservation Office(4th floor)(8:30-9:30/1:00-2:00) - Z ZZ. `� SEPTIC SYSTEM SST ISE Planning Dept. (1st floor/School Admin. Bldg.) INSTALLED IN NCE � Definitive Plan Approved by Planning Board 19 '' - WITH N ' BARN ,��, ' f'reet NVI ONNI 'M ,,sir BIND TOWN OF BA TABLE' �RNSBuilding Permit ApplicationProjecress ` Village Owner ,�Pi g a _ �,E��i-►. , Address /g,/ C_cDRR �,�� n 1 fCi �Ji,�c Josh err.(/� Telephone Permit Request r First Floor / 6 S— square feet Second Floor square feet Construction Type 941-) f� i Estimated Project Cost $ /1 Zoning District Flood Plain '00 Water Protection ^!o Lot Size8r, 7y� Grandfathered ❑Yes ❑No Dwelling Type: Single Family 41 Two Family ❑ Multi-Family(#units) Age of Existing Structure ,z-J ,, Historic House ❑Yes A'No On Old King's Highway ❑Yes QB No Basement Type: 2r Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /5F6..� Number of Baths: Full: Existing New_ l' Half: Existing New No.of Bedrooms: Existing INew 3 Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas M Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New / Existing wood/coal stove ❑Yes da No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) a J?✓ y ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# y Current Use Proposed Use r` Builder Information Name ��i� G��P 6L� Telephone Number 34�6A Address 5QQ:) K ST c%c.s% $ f License#' 35"g Home Improvement Contractor# Worker's Compensation# (,Ae, /(_J NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � �/ ✓„�P SIGNATURE DATE HE FOLLOWING REASON(S) a r. FOR OFFICIAL USE ONLY _ ) 14 [No. UED - _ ►. � - •. "' � � .. �� + MAP%PARCEL NO. • _ ` t �."' 1 1 "_k ,� _ 1 Via._ • _ � , � r '• � { e ' i • t 5 � 9 jr ' • 1 # r •�. ADDRESS t VILLAGE, - OWNER DATE OF.INSPECTION: t ; FOUNDATION INSULATION FIREPLACE ELECTRICAL:+ ROUGH FINAL - PLUMBING: ,ROUGH 4 FINAL ' r GAS: ;..ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT ASSOCIATION PLAN NO. 4 e i Tltc• Clinnizon weafth of.1 fasvac h usciry Departnrrfr! of Iudirvtrial.Accidents Of�icP01147yesl/gallans 60H 11'aslihig- it Street _ Btt. wil. Mass: 0111 Workcrs' Compensation Insurance Afriilavit �1l�Piic�ntinfnrnintinn Plc't5e f Rf1VT leb;��'y�^�— name' Inc (nn r nhonc 4 61" L.o l Ur J 1 am a homeowner performing all %York myself. 1 am a sole proprietor and have no one workinL in any capacity ' I am an employer providing workers' compensation for my empiovees working on this job. c n n i n r n v n r m t nftnne 0-• lei- 'ides' incrrrnnrr rn. /rJ�,iWj4 i J� //Y i am a sO1C proprie:or. ecneral contractor, o(homeowner l ircie are) and have hired the contractors listed beio« 'ar,e -c the "oilowin_ workers compensation polices: �c cmmr rnN nnrnr, �✓f���®�'� SUeJ �/�7� `P ��i���ii/ cir, - in nr nrr rn cnm^.nn% nnmr• �tltlrr� rir�• nhnnc�• nniic�• incnrnrc rn — Atrch additional sheet if neccs�iry-_ ;r r.•:......, _.. .. .. .r. •...... _. -..:....r..,.. ., .. �....`._^._. . F:ururc to secure coverage as required un er hectlon-A of AlGL 1S:can lead to the imposition of crrmtnal penalties of a tine up to 51400.uu anuror unc cars' im�runnmrnt a> �.cil :u civil penaitics in the form of a STOP WORK ORDER and a tine ofS100.00 a day against me. l understand the t copy of thi.%aatement mai be funvardrd to the Once of lnvestiC:tions of the DIA for coverage,eri ication. i uo hercn_r cerrift.untier the pains and pcailies of perjuri•t/rat the information provided above is true and correct. Date 11 % 9� Prin; namc rr4�l .6� rev Phone# ����:5�✓�` — �n�Tr�ciaiw�c only du not��'rite in dris•area to be complcled b�'city ortotvn olTcial -- f`t E cin• or tm%n: permitilicense ii r,tluildin,Dcparrment E:Uccnsinc Board Jcicctmcn's Orrcc t.. _ check if immediate response is required t. �. (—tticalth Department phone it' r'Uthcr contact ncrsnn: Information and Insrructinas r Massachusciis General Lmvs chapter 152 section 's requires all employers to provide workers' ct)nnperistliitin ; emnio�•ces. .As quoted from the "1a++'". an eJ71P l'cc is defined as every person in the service of ant)tlier U=:.- contract of Hire. express or implied. oral or-wrincn. �' ~ "KY .. An emph)Y r is defined as an individual. partnership. association. corporation or other legal entity. or ally n+'e) or the foregoing cn,_a_s d in a joint enterprise_ and including the legal represcntativcs of a dcccasetf cinpiover. or rccci+-er or inisice of an individual , partnership. association'or other legal entity, employing employees. Ho++-e,.-, o"Ifier ofa dwcllin_= house having not more than three apartments and who resides therein. or the occupant of:lie d%%clling house of another wilo employs persons to do maintenance ;construction or repair work on such dive.,it:, or on the __rounds or building appurtenant thereto shall not because of such employment be deemed to be an em::: V1Gi_ chap ter 152 seci-oil 25 also states that every state or local licensing agency slialI withhold the issuance c ++a of a license or hermit to operate a business or to construct buildings in the commoni+•ealth for sn1 :cant who Inns not produced acceptable evidence of compliance ivith the insurance covera;e required. AC1L..ion:111%.. neither the conrinonwealth nor any of its political subdivisions shall enter into any contract for the acceptable evidence of compliance with tine insurance requirements of this per:•�nn:.::cc of public work until p • hce:: prc=::ted to the contracting authority. -�l)1)IIC::fiiS f l:.:ac 'ill in the workers' compensation affidavit completely, by checking the box that applies to ;'our situation c: sucpivine =omp�ny names. address and phone numbers as all affidavits may be submitted to the DepartmcM of nc:;strlal Acc:dc:its for conrirmation of insurance coyeragP. Also be sure to sibs and date the affidavit. Tlie .�. it sinouid.be returned to the cin, or town that the application for the permit or license is being requester. :he Depa tnne::t of�Iindustrial accidents. Should you have any questions regarding the "law" or if you are o oc;c::) a t+orkers* compensation policy, please call the Department at the number listed below. Cin• .)r Tw.vns Pie ;ne �urc that the affidavit is complete and printed legibly. The Department has provided a space at tite 'oott:r the for you to fill out in the event the Office of Investigations has to contact you regarding the applic--m. be _ : to 5il in the permit/license number which will be used as a reference number. Tlie affidavits may be tour. -ae JL=mneni by mail or FAX unless other arrangements have been made. Tiie CDftice of Invesii canons would like to thank you in advance for you cooperation and should you have any ques- piecse do not hesitate to give us a ca11. Z. Tile Department's address. telephone and fax number. The Commomvealth Of Massachusetts Department of Industrial Accidents - Office ai Investigations 600 Washington Street Boston, Ma. 02111 fax T: (6I7) 727-7749 nhone =. Fi—) -'900 0�:T. 106. -10° or _ t f DEPORTHEIT`OF PUBLIC SAFE Ty COMSTRjtj,. OY SUPERfISOR LICENSE t� tr Expires: ` ' Rlst tet.fi. 00. STEPNEN 8 ELDREDGE ;`PO'BOX 2093 COTOIT,: MR 02635 j� d� J to � �..y•0.' i .Ma,,,J.: yp S .. •;,.r A. i -4 •' . _ {y_.•,. , , T. 't sC_ _ _ ' ¢9 • ,, .ems r3 - .. A CO TUIT - PLAN REF 537/45, L C 22824D SH.3 w , `<` � � • . RES., ZONE.•., "RF" - S 1 O l ' - w FLOOD ZONE. C GROUNDWATER PROTECTION OCUS \ ' <0 VERLA Y DISTRCT "AP" 101 rob "LEESIDE LANDING" 0 9 a o '- + d OPEN SPACE Q•25 S� •ro °. y� `] ��;\� ��� 10 a fo = - 44 I ` TP • r LOCUS MAP,: - ., ' z ' • - , aK nn"n'37 TI ==PROP. ........... / �� z. SF /V5 =3 BED—_OF �A`. \\ y o' ROOAfS_ C B. ;.. a ;. .z a- oo - _• .: tn - / • • r 'co jc 106 - �, SEPTIC CO VER N . - • � ` � 7 -� � , � PLAN OF LAND w x - Q� SO LOCATED AT. F E . ASS , ESSORS MAP 57 - . PARCEL 1 ROAD B. �- „ E A � fog - PARCEL- 1 -�." s ,yf � 1 <,_ � �� :�, _V' ,�' SAMPSON'S MILL G g� N °- A.M. 4o/s5 COTUIT, MA. AREA= 88, 74 7 S. F" - _,• -,. ARK PREPARED,FiDR aEnrcHar _ rBRIAN yBELLANl `C.It? ate, 13. EL=104.5 STK O." BOX V ABUTTER'S 9.0 G. ` YANKE'E SUR VEK CONSULTANTS n SHED f 12 �,��-, c�' �` 4 'MU PHY � r. P. ,265 •3 j. ? \: o 749 _ UNIT 1, 40; INDUSTRY ROAD ., .. r . • - -�_ o r • i ,� � MA MILLS, MA 026,48 5553 40/20 c - - - -.. � PH.(508)428 0055 � FAX 508 42 t: TO . SCALE- 1 =40' DATE:- 12117197 i y , A.M. 49164 N .y VA. =` , �• � REV 8/,26/99 REV r NO 51488A 1YEET 1 OF 2 . •- A.M 40163 - - � •. • r 7 EL. -105.5 w 7VP OF'F17UNDATION ` MIN. - 2 10' MIN. CONCRETE•=COVERY '` k 4" SCfIEDULIs' 40 P.,VC.. MIN. P170N 1/8 PER FT ;H, TUP LOAD, x 'LAYER OF Q,r . - c . . ♦ i —T / ;. : CONCRETE COVER TWA NE111/Z NE r e' MAX / EL—105r p} EL=105.25 , 4' CAST IRON PIPE (OR PIT EQUAL MINIMUM' CLEAN . . s x y CH 1/4 PER FT ,_ AND 9„ . FZOW 5, LINE /N PER T 10. 0 10' 14• EL=101.50 EL= 103.0 _ i cAs INVERT LEVEL ° o 0 o o r INVERT 6.: SUM o 0 0 00 0 k ' INVERT s, c BAFFLE F.•L.=10,2 5 '= INVERT °°o o a o�o EL=102.75' - EL=_102-- EL=101_75 , °a ° 'o o.8 99.0 - - (�V BE PLACED ON FIRM BASE) DISTRIBUTION _ a g ° L RWHANWALLY COMPACTED OR B' OF S9l7NE BOX GALLONS` "y` EL=101' �,. O' TESTED BENCH IORMATION F MORE THAN ONE OUTLET' SEPTIC TANK 'x 4 T _ TO BE A _ . I RE . 4 PROFILE p O F PLACE ON s" STONE ' SOIL ABSORPTION 3/4 y : ' ',,SEWAGE DISPOSRALi ` SYSTEM _ DOu6LE WAS S7Z7NE SYSTEM_ (SAS) H ,20 NOT -TO SCALE - _ 5 4 _ 90 ` r F TEST HOLE ( /1 /9 ) ELEV. BOTTOM D TE 9 7 7 - ---- ' PERCOLATION RATE c2 MIN./IN. 2 • =4 t OBSERVATION HOLE,..4 °h }` ` OBSERVATION HOLE 2 a+ . ti .,.. a - .. O 102.5 O 102 90 102.3 101.8 P 13 _ GENE'RAL NOTES 3p Ls 2 Y 312, Ls 2.5 Y 3 2 F ". - - L 17 97 z 102.2 3101. 7 • Y TE /�yf C. r �102 �WITNESSED BY: -JERKY DUNNING BO AND BI MATERIALS SHALL' CONFORM To D.E.P. -. . ` - {' t w .- SOIL, TEST, DONE BY: ARNE OJA LA, P.E. I) ALL WORKMANSHIP LS 7 5Y 2.5/3 1s'? 5Y 2.5/3 TITLE' 5 AND THE 7iDW71r OF __ BARNSTABLE' RULES AND -` 9" 101.8 9 1013. A' - REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. LS lOY 5 B DOIYN CAPE ENGINEERING , . 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT To �� `. 38" - K 99.3' e 4 C �38 C- 988 WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12 AfEDIUA! CLEAN' 3 , 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE` OF *�° = ,vEv�uar CLEAN w• �., t. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN sAND SAND LS 2.5Y 6/4 LS 2 5Y 6/4 , 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE138 NO WATER 91 138 NO WATER 90.51s:`"DESIGN CALCULATIONS' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. . ; ENCOUNTERED' m ENCOUNTERED 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL v NUMBER OF BEDROOMS 3 BE MORTERED IN PLACE. _ .* . ,,. "GAR BAGE'•°DISPOSAL.,. . . . NO . . 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMATED. FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO "INSTALL (5). MAXIMIZER INFILTRATORS %H"20" �M ` 330 ' �. GALIDA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. `- b ( _,110=,_GAL/BR/DA Y x _3- 'BR) , 6) UTILITIES SHOW?V ARE APPROXIMATE ONLY, 2 DEPTH AL EXCA VA CONTRACTOR SEPTIC" TANK 4.� IS 7i0 CALL "DIG— SAFE" AT 1-800-322—4844 AT LEAST 72 HOURS,URSr` r: S719NE`y ALL AROUND . �1500 G PRIOR TO COMMENCING WORK ON SITE. �` 40' X 7e' -SOIL`'CLASSIFICATION,. 4 1 k DESIGN PERCOLATIO_N-RATE n< 2 MIN•/IN. o 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS •`74 GALIDAY/S.F SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. INSTALL IN MEDIUM' SAND EFFLUENT LOADING RATE° . y 8) PARCEL IS IN FLOOD ZONE___C TOTAL LEACHING CAPACITY, 346 CALIDAY 9) LOT IS SHOWN ON ASSESSORS MAP _57_ AS PARCEL SIDES- 40+40f:7 f 7)�2)X( 74� Y _SID' B . .O ---- TTO 40 X 7 X• ------- ,: _ SHEET Z OF�2�• n JOB NUMBER 5148_BA 6 AWW COTUIT PLAN REF.- 537145, L.C. -22824D SH.3 l' (/ RES. ZONE. 'R"C FLOOD ZONE.' C,, ocus ' 101 Y .�d y PAUL�MERRHEW t o o LEESIDE. LANDING OPEN SPACE �30 LOCUS MAP � o' 3 ' ' N ' O' J O , W O ' S PR� OS'ED � HOIUSr� N l A.M. 15, �.N- - , 4017 w - 1 GAR - ,-' — - - CONC. ; - 106 . 31.6 103SITE & SEPTIC coTjER \ 23a.7 �� CD- � IPLAN OF .LAND j W 306 60 LOCATED AT. -ASSESSORS MAP 57 D — PARCEL 1 �E O c B �� PARCEL "1 " $k 1�� SAMPSON'S MILL ROAD g N \ `\ A. M. 40165 CO TUIT, MA, N_ AREA= 88, 74 7- S F PREPARED FOR. N BENCHMARK .� EL.=104.5 j ' BRIAN BE'LLANI 1 _ s C.B. C.B \ sue, f �- r! r �r YA NKEE SUR VE.Y CONSUL TA N TS ABUTTERS 2 E �� 749 P. O. BOX 265 ��� SHED \ 03,E �, � i ��; � �\ ��FG! � • q UNI T I, 40 INDUSTRY ROAD O� s22 MARSTONS MILLS, MA. 02648 A. M. 4 0120 a` �� � PH.(50N 428-0055 - FA X(508�420-5553 SCALE.' 1 "=40' DA TE.- 121-17197 A. M. 4016.4 N RE V.• A.M 40163 JOB NO. 51488 SHEET 1 OF 2 =_105.5. + TOP OF FOUNDATION l: 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C. MIN. PFTCH 1/8 PER FT. _VIA yER OF 118"112" CONCRETE COVER WASHED TONE 6" MAX � . . � / / EL=105.0 EL=105.25 4" CAST IRON PIPE / i , (OR EQUAL AfDVIMUM rl PIYC^H 114 PER FT ' CLEAN SAND 9 FLOW LINE I5' MIN. INVERT 10. 0' 110" 14" Eb-102' . EL.=_103 0 CAS INVERT LEVEL o 0 ° INVERT BAFFLE' —102.5'EL. 6 SUM INVERT o °° EL.= 102. 75' EL.= 102a. 99.5 (To BE PLACED ON FEW BASE) DISTRIBUTION SPLASH PAD AIECHAMCALLY COMPACTED OR 6" OF SYVJVE BOX EL.=101.5' 1500 GALLONS 7' X 40' TRENCH FORMATION TO BE WATER TESTED • SEPTIC TANK IF MORE THAN ONE OUTLET o, PLACE ON 6" STONE 3/4" 70 1-ig SOIL ABSORPTION PROFILE OF WASHED STONE S YSTEM (SAS H-20 SEWAGE DISPOSAL SYSTEM NOT TO SCALE BOTTOM OF TEST HOLE (9117197)t ELEV.=_90.5' PERCOLATION RATE _<2_ MIN/IN. 1 OBSERVATION HOLE 1 OBSERVATION HOLE 2 ELEV. 0„ ELEV. 102 5 0» 102 2" 0 102.3 . 2" O 101.8 LS 2. Y 5 3 2 i 3" E, 102.2 3» LS 2.EY 312 101. 7 P# 9013 GENERAL NOTES 6"• LS 7 5Y 5/3 102 611 LS 7.5Y 5/3 101.5 DATE OF SOIL TEST 9117197 1 1 LS75Y2.5/3 WITNESSED BY: JERRY DUNNING — ;BOH 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO RE'P. 9" 101.8 9" LS 7.5Y 5/3 101.3 SOIL TEST DONE BY. ARNE OJALA, P.E. . TITLE 5 AND THE TOWN OF BARNSTABLE__ RULES AND B2 B2 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 38 LE IOY 5/8 LS IOY 5/8 DOWN CAPE ENGINEERING NK 2) ONE COVER ON SEPTIC TA SHALL BE BROUGHT TO �. 99.3 38" C 98.8 WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" MEDIUM CLEAN- MEDIUM CLEAN 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SAND - SAND WITHSTANDING H-10 LOADING UNLESS .THEY ARE UNDER OR WITHIN IS 2 5Y r6 4 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 138 / 91 138' IS 2.5Y 6/4 90.5 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS . ENCOUNTERED ENCOUNTERED DESIGN CALCULA TIONS. 4) ANY MASONARY UNITS USED TO BRING CO VERS TO GRADE SHALL NUMBER OF BEDROOMS . 3 BE MORTEREO IN--PLACE. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH GARBAGE DISPOSAL NO DEEDED OR ZONING :REGULATIONS. OWNER/APPLICANT IS TO INSTALL (5) MAXIMIZER INFILTRATORS 'H-20" TOTAL ESTIMATED FLOW OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ( -110 _GAL/BR./DA Y x — 3 _ BR.) 330 GAL/DA Y 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 2' DEPTH SEPTIC TANK 1500 GAL IS TO CALL "DIG— SAFE" AT 1-800-322—484.4 AT LEAST 72 HOURS . STONE ALL AROUND SOIL CLASSIFICATION . 1 PRIOR TO COMMENCING WORK ON SITE 40' X 7`- . DESIGN PERCOLATION RATE < 2 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT. LOADING RATE . 74 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. -- • • . . GALIDA Y/S.F. 8) PARCEL IS IN FLOOD ZONE__"C" TOTAL LEACHING CAPACITY 346 GAL/DA Y 9) LOT IS SHOWN ON ASSESSORS MAP _57_ AS PARCEL _I SIDES- (40f 4O+7f 7)X(2)X( 74) BOTTOM.•-. 40 X 7 X 74 SHEET. 2 OF 2 JOB NUMBER __51488 ' a j ! At 0 � �1�..v�Nffetti a z elotAE VEF.I? M Q d o f 1JlSNlti4 -dLO_ 1 �--- _ ALUM 44 UT T E Z --_-- - ------- ----' - —..... 60A.2D Akjr) gA'CTE)J — . DOS R C. I( NEIt,K'b` a ,•,� �Q� _g�,,.0 � f'�-t.N� w, n•�+'�hr� n�o�w�• ® CI vo� Loo. _ - a 1 _ Y 4 --- ` �: '' � `!vim) ''lr---\) Fl�• f1,15UL T 1,77 ��qs L coMc. il�r�o 4AQA44C Fl.. ; — 6"x- 6" 'VIC) P05T5 Wif 777% • 1-12A4C 4 5'70WC VF.. lEr—R { AWCHO25 A I I ' i rA co F'20KI'i" ELF,.\/iNJIOKt SCALE: 1/4„- 1,,0,E ! 10 Jv P, .rM ti �. __ l _ ---7yPI(-At IWY r POSE _L6"N LOKX. PIER r s.. d 20-01 sp q-`I.W7... t:. V'-18" .FACEiZ V/L.A4; BOLTS -ta"0.6. TOP 4 BOTTOM/40. Y. .� V-ZY 24 RICE 113---PEE ETEB - •a, aP 14�i - F JTUW-E Pr I- ►.ILLAS- : 14 , .,. f , z lot �b :, 4 L.a&V--5LA ABOVE 0"xPf' RIL�IlO.1rLW6' -MU n P. bAQ. { r J a 0 3 Ni o c *� 0f1 Ja ,d , _ N A�-A '__ �• tY •� O = J I"'�I... R•�.JR+taw...Mbd- - '^ r'• _� •t L L� OQ r01 Q Q � :w Q� '+ N y Nm , 10" I ''' I dam. I l I d•o. I t3�Zx Lq 0� as f) . I UtT.".Ll5TF C) ''IYP LA,L LA►..I.f COL. � CAMPA.CTE0 FiLA- � I AA ,, !! �� tt r Q� ,� : qq A9 Q'iLQU e0 ��- H SD 14"_LOWL. FLOOR Z6:-MTI..-PI:,.ASTl.C. Y4P'flR F3AR. P.G. d'r-Pr;3QOUS i� 3'-tr 2x-�,' 14 R 1 �fD ap - �Zra'-4'� C[LLAP- PLAKI The contractor shall verify all dimensions and conditions at the site and be r"ponsi blAe for SGAdkF- -. 1,/4,�4��-0„ same. ,GENERAL NOTES * Elevations of garages, porches, terraces, " * CODESs All Federal , State$' and• Locil • Codes, stoops, grade lines shown on plans, etc. , are * Structural lumber shall equal or 'surpass DF-L_ Ordinances, Regulations, etc. , shall be subject to change to meet topographical #21 -Fha 1250 psi for single us*sq 14;10 psi- for part of the s eci"fications for conditions. repetitive use, E+L 1 ,7009000 psi (or sha�1 considered as p conform to span ta61 es of the National Forest this building . and shall take preference over � - anything s)own, described, or implied where * Carry all footings to firm, undisturbed bearing Products Associat$tM. . - a minimum of 3'-0" below finish grade. some are at variance. w TIf;I Waterproof basement walls below grade. -44 Z�- �` " ' Double all joists around openings' and below IUAI ' x T .., • I.F. \ 1 ,r ,, .. . .. *. This plan is not legal for -a Building .Permit in • parallel partitions. t' n New Jersey unless the Architect 's impression P P Triple joists below Caulk all masonry, ms�tal � aAd woad nets both parallel bearing partitions. inside and outside. c ' seal and signature are hereon. _ '0P'rI0kA4,L. wq. ' I 75,- 3" i9'-0`• 14'- 10" 1 14'-4" ro i9'-tol• z'�� 8'._3 4'-5" '1'-2" --._71-zr____---- -.-4'- b" 2`-,41, 2i-4" 6'-5" 8'-O" 3'-p" 0\1F G"if-V,wo.P0575 i / O to 4 ' , 3��d- 4�ca0 'o c 1/o 3�0 (5) Z X12., \ 01 VEI.l C t�G:Yk ► I " !l8'L_X 7. PLY VIC) `� rt I �\ -To L� T. I cE1Lc�.F1►.t. I x .. > BA?N t IN F"&M I k.Y �aTNEt3i2At.. CEIt . o rt j� •.s E'k►-1� F'A Ylit+l V � ' M N � 3f JZ �Y I r.1 I (C)P dam• J 1 r_ GF . 1 10 O� I l�9 i ,rq M O, ��} �• m Oi LL_. ;�I � n114I ' SHf�F�rE \� ;k _ >' n N �i v I Q ��U�� Y , \ 4- I BONFUA 5KYL14H75 Eti1 (1 = `' MA`�T�� a�J .►�J �� �� 9 I fit✓ '� tx I I pa APczav� �c�uAL ""�,� -5.1 4.1 n d.o LIC O w I p :30Y41' 4Co V4"' I i8A`T F••� 2t In — � � CJ �" 3 Q 8•-,4„ �., � 7, z., 0 4" 3'_�� 4 1'-o i0" o I � 13 -6'� 4 i � _ �` 94 i., rn � I I 1' I j � I I '�90'f� o„ ! 30^!4v 3,1.4„ t — y w.I.LL05 '-�8" TYPE 111" 5NEET P_0L IC F1Q. +'� i _ �'_ gr, q' •4"I- - -_J L -� 5/8„TYPE "I" 5HEE.'T'20LK 4FUL. F11.1• �j ''1, Q "�' . ° h __ j _ FIFE^ �-- • i ,- � QIF - GABS_OVER- i -� Top � 2/ i — _O Gl. w o0o step WpI.L i /� O; FL4(j5T4f`lE QtJ SO T I i YPE 3" GO►JL. c^ S 0 i 5/8- a2b(-(}C��1S StQE � , ,. 1� '- P 0 8i FO 3-0' ZEIZO4LEA.R.AV4 E r� g TYPE PQLIFk5•Fl91 FLOES PsR- UL L1 TiuG . PREFAS F'LUE5'"!KCAL M_5*1'0t) 1Q5TAU, ED1vi�A>`� UIFIaR � I ` 09- MVZ\JCD E.QUA," AL(E c2IE,5,f./ I 6 4 12-6 5 \ t F� J e 6 .0 R 1JI ## ' R F ^�} (�.� � P_2ot.�1 1ZI bLa� n I (z) Z"'�1Z" V%/]./4" 5Tt_ - (� eL'?1..TtcCJ T>�•U N 2! - FOLD � 3 o I r PL�I-L z4 G I5 W(E) (Z)t"_-- L Z" - - _ 12" �Q•� *QT �'iLla W 51;•AT vl lkloovi SAT IAOIRL�A�-1 ply (z)z,.� 1O A, -'¢ M 1263 s� - _ _ - i Z445 W4Z "PE 24�8V/CL l e'rtr"wq sTE• O1 --1/2" x Dowt2L A.4C4 lai 3,_6„ 1+0'-O" 3,_ 5,. 3•_S„ 9'-Z" 101_911 1'-1 6'.Z11 09 Z1'-10" 27'_V 751-3" —---— FLG02 PLb� _ - vEtz r- 1 ��+ ©P, , l�1►► St4sloos of � w,4 , ,54_k&V.E' J�4"= 1�-0" * SD - _ Smoke Detector , approved type, sensing ISooru,� �c J��r,^t�NT, trTG P(t10(L T® cnlSfrul�T{pl.l• - visi-bZe or invisible particles of combustion, wired in such a manner that the activation of Lwm O1}EJNISf DYED, THE MINIRM one alarm will activate the other alarms. * S4f gly C91 AI% where required , to be installed' SIZE ff• WOMW MSfU BE AS Minimum of one smoke detector per floor, all exit doors, fjxed glazed panels that look Fmiw- 1 includi'ng basement. like doors, patio doors, storm doors, shower - -, E � F� door , tub. enclosures, all unframed glass doors. Q6' 3�"� ? Tw LISTER CQ��EN AND T .,400KN 4 2- * E = Emergency Egress Windows in bedrooms Glazing shs�l1 pass test requirements of ANSI s all have a minimum net clear opening: Z97.4-=1972. 6' - 8' = 2- 2X1� Width- 20"• Hei ht= 24". Area- 5.7 s ft. s maximum height from floor to sill= 44" . 5,TUED {TF-LT L Z6 � � 4 CV i r 1 1t"L-• Ghl • A5PHAL.T: SNINyLES AI (Ji:�t LoU?T�,2 •, 6„� ro"Vi00rJ P�S`YS- ---- __ _ �o F7 j I I - PLY;1rlD• BOAR -- -4- I I � Ij ij � � I III i � �• ' '' � it i` 1 LV/0. Dezv- ` : i ; il i i ' I � LOf,lC SLAB 11 I 1 I I ' — I I ( ILJUL ITYPIZA�, 4AL V. "Tl. . _ _ � .^.. .. �. I i ' - l 1 •�'la2�ckAVS I 1 _�1 7" T Jti0L� 210Q VEKJr NCP � 0VL1 I i 02 F-CWAL� ( i SHINpt.Es I bC�HEMi 3 K-Y L1 Ca l-t i 3 6 5 2 U 9- - -1------_-- — APPP-OVF-13 F-GLUA1 30'Jd"a� Y4" R•o1- _ %� I� Y �c�. 1 t, Tµ G S l_ REAP- E E tf AT{O,V St ALE 1/4" MAU�ITAIA,! !" C i.EA9. Qi la SPAS>~ �i2 A2' 1 K151,U t~ • i4fjOdGc I�fjJLATt©�• U �j _� �-3a I.,�i^°', Q-Z6 1450L, ` ..�, aR � wM, e'tr, zt�•G Pl-Yw o. �Oh:�-O t� a A.TTe,4 -LTI i 2•'\c 4 � t(�''va C � ' �•. .GoaCT• vt�.,.►TrcD 15 .4 r1kL-T 2"��"ns. tL" ,c . +t A1-0 for p r I/2" PLYWD. SNEA114'G r`"� F/4 x 3"R 13 M�.,• 1►.is�l_. FA�t ► �.� fi2-M j �tur � 2.►.A rL .0 O /fir/$'. CAL`�I��! SJCij�^� S} GtJ I:G �'► (I'L t7�• K!o P'T, RA1� A I� V�lu gag emu.nrr� oS►+ira.�NtS+► !�' , IK.' erl..va.r��L. a.�c.}�.rs� i 2' •' ' X 4" ALL �JEI.k MrM8E2g Z„�4„ Y /�4� SPL(�5 I tp�/�Ics oL-n....j... rW/ PRESS,�E PE��ERVA7lYE (s ' l FLASK t� :t1= , —I (4) v�t v' C2� 2"x!o' 5 t i� W/ '/It''4 x ISO ' r aPPRcyc• U��iO� - ---- �t,,KiypR IbvLrs �' �" t � n"PP �• G .r SkC7Io t coN p.s,,, ! T •� 1'-[a'' �f?OM conNs� . __..----- �.• cc� 2"X 10 _. 4" tout, ��- 5t_�4 �A►SF„�tt :. .i'T spt-4A1•-T EMULSto�) 0 eo ovl;rz- //,... wp cry, 4' 1/4" Pr-QPQaO-AQ0 .TT .ou EJ- w/ v,40Lr�- 11" F04 Wnt_i_.y 3110 -2 3 ,LO 'TFz) LESTER COHEN AND TOM M. COHEN KEF.T a10 ARCHITECTS - RE I.;; 5TE12F.D ARLPVTEL'T LA4 [OF 5 . f Z I FL 4,5E-W(.4 Z 114 S �.t►�1 h:.`i +i ' I I �� I cr r L i 2 '''4 r ' 4 I 4 10 j ( P►�YVico tJ FSOA2 0 � �dT Tf_Q � ( I i I � ' � I p L tS tit� l ►y C-s SG u � 1.1 /�1' l G ►.►� _) C�s�rr-n. . DROP CE.I>`Itl(a I i-1 4—� I � t--`1---' ..=�---'��—_r•—� '--Y�—!--.--+1--�_----1_ -- F--_-- =-�_-� — --- - — i �?A.fJ E. M T l`-N G�_ H I I I l -t r• "- �I I I II II..i ! � I - _ ����-- APPt�:. r :���a,.,r lil 'YYPICA� ►.A"TL L 4,1._Y. �L_—I— — A�2!✓Av�l�Y Y// �jf; Gte~1 _ — J_L - I .'FO t�2Y W E►..1... I � _ � 1 � OIJ'� .. —. _.... _ f orr..e.c..tesTs opT•�►1� T- I — _____- - �----._.._...� 11 I III I I III I � i F•._...�il...._. :Q.I IJ(,F- V F_KA V PF tLf }-11t.�t �{ .f5 � 3ULTION - ( 4" 5-TONE V0NlrF2- 4" 5'TOQF— mommomw 5ILL w E i' ;►I i; ! 1 I �' ;1I ; I ! 1ST F"LOOP- �`� B/LL_ � . l,; OPT I' II ) �( i {� ( F�t�45 COti1�. S>rT ItJTO 4., V1�fJ E�EL�. I ij ( , ) (,OIJC.,. -�o"•I.F�" "1010 v/v(F:'i2E.1►.lF � ____ -- B45 E 1.1 E KA T _ I I VpQoX [�Izaa "I b $T co is P PTG S A a (La qo -- --1 — — — — — — — — I 4d0(b-R. 3•?A- ?Q. _LETTER COHEN AI$D TOGA M. COHEN SNEf,T F.�o 5 ��: