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0133 FOREST HILLS ROAD
� ACTIVE 14,' ) k7d 34404 S 26°27'38"W e� 54.35' LOT 14 17,395 SF: N Z N � v W EXISTING FOUNDATION 36.2' 16.0' 16 cn N 127.84' S 22032'11"W FOREST HILLS ROAD "I certify that the foundation shown on this plan is as it actually exists on the ground and that it conforms to the town of PLOT PLAN OF LAND Barnstable zoning regulations regar i LOCATED IN yar setbacks." Q ` ZH of MQs� COTUiT,MASS. _-— — —— RV1D— _ _ _ q�y \ PREPARED FOR � G� 1 McSHANE CONSTRUCTION CHARLES date.Mar.23,2004 SANICKI flood zone c(non-hazar 28085 ATE:MAR.23,2004 SCALE: 1"=30' LOTl4 CISTORN APE & ISLANDS ENGINEERING LANOS� ' MASHPEE,MASS. BARNSTABLE COUNTY -REGISTRY OF DEEDS JOHN F. MEADE, REGISTER RG425RP: LAND RECORDS COPY REQUEST Delivery Pickup Dated: 8-23-2001 15 :07 : 56 Wkstn: RGVIEW03SA Req by: PETE Local Trans #: 159853 ------------------------------- - Inst#: 02-21-1985. 8968 in .Book: 4425 Page: 272 Pages requested.: *All # of pages printed: 2 Fee: 1 . 50 ----------------------- Customer will pick up Boov-4425 272 DEED 08968 WILJOLES LANDS, a Massachusetts Limited Partnership, of 266 Main Street, Wareham, Plymouth County., Massachusetts, For consideration of Seven Hundred Fifty Thousand and No/100ths Dollars ($750,000.00) paid Grant to DANIEL C. HOSTETTER.of 500 Elliott Road, Barnstable (Centerville) , Massachusetts, with QUITCLAIM COVENANTS, The land together with the buildings thereon situated.in the Towns of Barnstable and Mashpee and bounded and described as follows: Parcels No. 1, 211, .2B, 3, 4, 5, 6 and 7, all as shown on a "Plan of Land in Barnstable (and) Mashpee for Wiljoles Lands Scale 1 in. 100 ft. Oct 13, 1983 Revised: Dec. 16, 1983 Baxter & Nye Inc. Registered Land Surveyors which said plan is duly rec,Qrded w•th Barnstable County Registry of Deeds in Plan Book 3p9 Page5og. The above described premises are conveyed subject to an easement from A._ D. Makepeace Company to Elwood B. Mills et ux dated February 9,' 1956. and recorded in Book 937 Page 570. Parcels 1, 2M, 2B and 3 are to be used for agricultural purposes j only and Parcels 4 and 6 are. to be considered as one lot until such time as adequate frontage for Parcel 4 is provided on a way approved by the Mashpee Planning Board, all as noted on said plan. r Said land is also conveyed subject to rights, if any there be, in the "traveled way" and "overhead wires" shown on said plan ' crossing the southerly portion of Parcel 5 and in the traveled way shown on said plan running in a Southeasterly direction from the Southerly end of. Hollow Road across Parcel 6 to Santuit-Newtown Road. For title see deed from A. D. Makepeace Company dited December 27, 1973 and recorded in Book 1983 Page 258 and rerecorded in Book 1992 Page 1.;-. Executed as a sealed instrument this6b d day of. February, 1985. WILJOLES LANDSBy , MYCOCK.KILPOY, c"CHHe Maurice B. Makepeace, Gener Partner . M.Ln UGHLIH,PC, - Wihliam M. Atwood, General Partner r is rn nL.vc By: 1 y J n•t' Thomas Otis, General Partner $ovr 4425 "'.. 273 COMMONWEALTH OF MASSACHUSETTS rLYMouTe ss. February a o 1985 Then personally appeared the above named Maurice B. Makepeace and acknowledged the foregoinq instrument to be his free act and deed and the free act and deed of Wiljoles Lands, Before me, Nq My commission ex pir s r • ,4 M•1.I.l!I:NI IN.!`f. II —2 'r ti3��85 LJ BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map j Parcel ����? 1 TOWNPermit# `y S3 -=Q ,., r BAf� xAR J Health Division �� Date Ind 3 ' l�'� Conservation Division < L3e O AaV k?V Cl" j 6 ANpoc4ign Fee Tax Collector _ ./ / ` Permit Fee Treasurer �/� � ufYlSl ! ��'"' -- Planning Dept. Date Definitive Plan Approved by Planning Board SEPTIC SYSTEM MUST BE 1PISTALLED IN COMPLIANCE Historic.-OKH Preservation/Hyannis lNITIs 711LE 5 Project Street Address /! -3 �' S � C CULOO 13 Village Owner C.S kc,wP— C5 < GD, TNn Address y. R Ok 131-9 OS- -e.., u 11 t-e Telephone - -- sob) ` — y . Permit Requester t` �r� a��� 0,�! �vvi o �� c> � wcJ1 'C��•�.. Square feet: 1 st floor: existing proposed /61 2nd floor:existing proposed Total new Zoning District Flood Plain /V- A Groundwater Overlay Project Valuation�]�Z�0r 0 6 6 Construction Type w u;L4cR r� Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family R1 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes -dNo On Old King's Highway: ❑Yes AN Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /V lc4i Basement Unfinished Area(sq.ft) ! O h Number of Baths: Full:existing new o Half:existing new f' Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new >; First Floor Room Count s Heat Type and Fuel: W Gas ❑Oil _ ❑ Electric ❑Other Central Air: dYes ❑No Fireplaces: Existing New !03 Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑/ new size Pool:❑existing ❑new size Barn:Elexisting ❑new size Attached garage:❑existing m new size Shed:❑existing ❑new size Other: t Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes dNo If yes,site planyreview# Current Use Proposed Use 5 v�� ` BUILDER INFORMATION Name M C-S�c,wA— 6SJ. Telephone Number Address ? Cl R,3>c q.0 License# j me , Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO P, VAS S Q. ` \ v-, SIGNATURE DATE 3 joLs�le `� _ FOR OFFICIAL USE ONLY PE MIT NO. + DATE ISSUED MAP/PCEL NO. ADDRESS' VILLAGE OWNER ,r DATE OF INSPECTION: FOUNDATION-- Co Sam d ugles FRAMEf INSULATION��.!'e���. FIREPLACE , �. ELECTRICAL:. ROUGH FINAL Cr PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL _ 4 .FINAL BUILDING 7c�'�/AX. : DATE CLOSED OUT tL ASSOCIATION PLAN NO. I j RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 2S,oo FEE VALUE WORKSHEET NEW LIVING SPACE OZO square feet x$96/sq.foot= 19,372Z x.0031= (DOS I S plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) �OS�o square feet x$32/sq.ft.= 33lg2_ x.0031= I 0 N r?to ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck _�x$30.00 (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 23, �i Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 7q? , to —60 (plus above if applicable) t6765,91 ALW Permit Fee ' TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 025 007 014 GEOBASE ID 40160 ADDRESS 133 FOREST HILLS ROAD PHONE COTUIT ZIP - LOT 14 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT i PERMIT 78120 DESCRIPTION 3BR. SINGLE FAMILY W/FIN_ ROOM OVER GARAGE PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY I CONTRACTORS: Department of ARCHITECTS: Regulatory Services.) i TOTAL FEES: $25.00 .BOND _ � $.00 tNE CONSTRUCTION COSTS $.00 1 PRIVATE * BAMSrnBLE, * i Mass. 039. � RFD MA'S A BUILDING DIVISION BY I DATE ISSUED 07/22/2004 EXPIRATION DATE PARCEL ID 625°T907 014 GEO ADDRESS 133 VjOItEST HILLS ROAD ' ''"" PHONE Zip - LQT 14 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT (PERMIT 74531 DESCRIPTION REVISED SING FAM 2 STORY W/ATT GAR ATTIC AE yPERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CON TRACTORS: MCSHANE CONSTRUCTION Department of ARCHITECTS: Regulatory Services TOTAL FEES: $840.91 BOND $_00 �tME CONSTRUCTION COSTS $227,712.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE . "0" * BnRNSUBM MASS. SOO.. i639. BUILDING DIVI IO BY A DATE ISSUED 02/04/2004 EXPIRATION DATE VU y ., r TOWN OF BARNSTABLE BUILDING PERMIT PARCEL. ID 026 907 014 GEOBASE ID ' 40160 , ADDRESS 133 PHONE FOREST HILLS ROAD #, COTUtT '- . Z I F _ LOT •, 14 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 74531 DESCRIPTION REVISED SING FAM 2 STORY W/ATT GAR ATTIC AP1 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT I CONTRACTORS: MCSHANE CONSTRUCTION Department Of ARCHITECTS: � Regulatory Services 'TOTAL FEES: $84.0.91 t i BOND $.00 CONSTRUCTION COSTS $227,712.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE ��*0�� • * sA)RIVSPABLE, MASS. i6�9. ♦� BUILDING DIVI ION BY DATE ISSUED 02/04/2004 EXPIRATION DATE U UU Lj 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 OFTHIS 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 EL TRICAL INSPECTION/APPROVALS Fri o/'. Pz � bnlvi4w, 7 ,Zt I 3 1 HEATIN ECTION APPROVALS ENGINEERING DEPARTMENT s 2� � �-�.� D OF HEALTH OTHE : SITE L&AN REVIEW APPROVAL WORK SHALL NOT VROCEED LINT 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. i i I - I I I I li I i I I I I I I I I I I � I II • I I I I - I � � I I I I I jti v# TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �S . Parcel CDo-? Permit# r7GK1 Health Division ' - CJ/Li Q9` h a f®l 3 ���^ �� Date Issued, 1 Conservation Division 1- 4 - Application Fee *L;51150 Tax Collector Permit Feel oil•�� Treasurer Planning Dept. " SEPTIC SYSTEM MUST BF INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board WITH TITLE 5ENV{RONMENTAL CODE AND Historic OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address f 3 c.,,r e S4 _S Z� Village Owner Address Telephone Permit Request (Qt ct IS'C; V-1 0 -Or S �isL 2&, Mmi n eke- To 2zt v - r r'2 1V6 Square feet: 1st floor: existing 06 proposed IzQ69 2nd floor: existing ie)7'7 proposed IyE3 5Total newt/5,12) Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Q 1{bcIZCs Grandfathered: 0 Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 2( Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes & No On Old King's Highway: ❑Yes Ca N0 Basement Type: IdFull ❑Crawl ❑Walkout ❑Other I Ca 33s Basement Finished Area(sq.ft.)' /U A Basement Unfinished Area(sq.ft) /� Number of Baths: Full: existing new Half:existing new i Number of Bedrooms: existingnew z Total Room Count(not including baths): existing 67 new 9 First Floor Room Co nt coo rrn Heat Type and Fuel: ib Gas ❑Oil ❑ Electric- ❑Other Central Air: ❑Yes )1V0 Fireplaces: Existing Z New Existing wood/coal stove: ❑Yes Mo Detached garage: existing ❑new size OWE, Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:[ existing ❑new size Sz, Shed:❑existing: ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use 965- Proposed Use BUILDER INFORMATION Name Telephone Number Za� Address -Po &y, Z License# Home Improvement Contractor# Worker's Compensation# 06S.316'g774eeO103 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO RA),6 lS t7e�-xri�� SIGNATURE DATE /Z �z FOR OFFICIAL USE ONLY PERMIT NO: DATE ISSUED b i MAP/?PARCEL NO. ' ADDRESS VILLAGE OWNER - I,r ' DATE OF INSPECTION: } ; FOUNDATION ` FRAME �dQa� INSULATION , FIREPLACE ELECTRICAL: ROUGH FINAL 'E PLUMBING: ROUGH FINAL GAS: ROUGH FINAL In A) FINAL BUILDING j: m oz DATE CLOSED OUT, T n P 4 � - rFm d ASSOCIATION PLAN NO.R 2_ 'T) r co m N ' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 4 Building Permit Amendment $25.00 1/ FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq. foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF�EXISTING �SPACE �Z— square feet x$64/sq.foot x.0031= �D LI 7 plus from below(if applicable) , GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 7 projcost Th Co of Massachusetts . -" ,D partment of IndustrittT.t�ceidents' . ' 600'washington Street Boston;mass..tl2 �tX . o tpYorers'.C m ensation. nsurance Affidavit-General Businesses j"gzxzzz / r rx address: :•. • zi ✓�• h _ -. _- • �g ,CAL✓ state• � 17 • • • ablishment ' ' � address i3 � 'RestaurantBaFlEatYngFst site locats $ sutess r'pe: 0 P,- ❑ Antos etc.). work etox and have no on a Q price[�SaTes('including Rtal' �o•a sole propri z ••' . ..• • . working in an�'oapac It - . .. ®O er em to ex with•' do to ees full 8c' art time: . an /%//%///%/�//%/%� on job. r ' I am, ���%%�i/%%/////// �/y///% easation for myem�loyees worlan l .t keys'cbmv 'g �'ti,. j'`:' .. "� :?•• ' ! X emnloyer,l rovidin viA�: l.. `•;�' t ;;, •• r•,t : .r t ,• ` aIn .l, }. j:. a117�-!�'17' �•t• t'l•`lf}i >:•.:`::(i.:C:•:. =•t •: , t t• :\•_'•••� .. 5• i�tr.•?.S•:.t�'fyh:'t'ti 4.;.:� �L a,tJi.• s ;. tC• o• t„•!/''''ti1•+ t Jt .•y'i'•s•. si•. '.l lt:s r, +, r, t ,�'• �. 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C.':tFi ' , ••^, r 4'�..r,•:. ...i.;;�(�:'ft,.S,tY y�.f!::s l... •:!d!• r D0 oan or drajf D to51,9 ena7tias of s fin ig? insiirane ositioa 0t crimfii p enalties In the fofm of a 6T0P W0PX 0"Dp-sad a fine of$100,00 a day against ma, I understand that�t FaOnre to sectirts coVeeanp aytelelgal�re�pder Section 1.�A of MGL 152 can lead to the imp. r • one years+lmprisonm be f deato the Office of Invtstigatiom of theDlAfor covar2geyeriticatlon. copy of this etatrment may ' Co ains penalties bf perjury that the infbrmatianXrovided above is free'74 I do hereby certify and t Date . t 5i�ature _��hone# ✓�_ 08� �� t Print name efftcizl Ilse only do not pn'ite in tbb area to be completed by city or town off'icial [�Buiidiag Department permitllicensc# ]Licensing Board city or toFvn: ❑Selectmen's Office DRe&hDepartment , [}•checkif�e�ty response is req�'ed '[]Other_.. phone#; cOntutper3ov, ' • • , Xnformatioin and XA8tructions' •• o rovidb•workers' eoiRens tidn far .their•. ' eralLaws-ch�pter 152 section25 requires all errlployers t p . ,,V,.'; Massachusetts Gad • • ' '' oted'from the `law",, an employee is.defined as every person m the service.-of another under any contract �Floyees; .As qu en• xpress or iin�?l�ed;oral or writt ot:hire;e . An employ er is defined as an individual,partnership, association, corporation or other legal entity, or any fwo or mare of the,foregoes gaged in a joint enterprise,and including the legal zepresentatives of a deceased,employer, or the•receiver or • •dual, arbaership,•association or other legal entity, employing employees. 'However-the owner of a trustee of arse hn P dwelling • 'not'inare than three apartmenis,and•who resides therein, or the;occupantiof the;dwelling house bf house having• _ 1 spersbris to do.mainketianc; construction or repair work on such dwelling liouae dr on the grounds or another who.emp thereto shall not because of such;employmentbe deemed tbbe ail employer,,., • . 'building.s-Pp . , .. .; ,r: . •' • L chi ter 152 section 25 also•sfdtes that'every state'or local licensing•agenCysball$vithhold the Ssuanco dr renewal MG P Y applicant of a license or pe2"�?;t to operate a business or to construct buildings in the.coninnonweaIthtor an a Ilcant who has . a-' Xdditionally, not roduced acceptable evf deuce'of coimplian6e with the Ito any eo�tracgfar thee rdq�ez-formance of public work unto P of it's political subdivisions shall entery P coi moonwealth rior.any• P acceptable evidence of complianoe with t�e insurance requirements of this chapter have bean presented to the contracting•• .... authority: . JIM . Applicants .' ,. t a lies to our Situation.,Please • Please tier Worrket s'�coup ens affidavit emmpletely,by checking the box That ,PP ; •• y, supply company name, address arid phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Dep rnent'of industrial Ad,idents-for confit'rnation of insurance coverage. Also be sure to sign and date the affidavit Z'be affidavit should b e returned to the city or town that the application for the permit or license is being to not the pepart meat 6� dustrial A,ccideuts• Should you have any questions regardiri the'"lath'or if-you are reques yyroLkerS.'•COmpensationp9licy,please call theDepartd=t at,the niwrnber liste�clbelovy. required to ci�tain a , , • . . City or Towns • , ' ' easebe sure that the affidavit is c lete oriel rioted le bl . The D a tn=thas rovided a space at fadbottoni of the Pl p y eP p affidavit for you to'fM out m'the event the Office of Investigations leas to contact you regarding the applicant Please e to filk in the pern tllicense,number wIch WM be used as a reference number. T. e affidavits maybe returned tq, 'be sux '•p gements havebeenmad :.1 . •�epeparEmentb�`. or A.X,unl'ess olhe'r:arran ��' ., •.• • u1d like id thank You in advance for you cooperation and should you have any questions, The Office of Investigations wo Y . otheS1tate to give ug a•call.'•• ' please do n moment's a ddress,tel ephone and fax number: The Dee . , • - The Commonwealth Of Massachusetts Department-of Industrial.Acdclents • . Bl'tke a1 ia�esiena •' 600 Washington Street Boston,MR. 02111 fax#: (617)727-7749 L THE COMMONWEALTH OF MASSACHUSETTS Board of Building Regulations.and Standards One Ashburton Place--Room 1301_ Registration.No: Boston,'Massachusetts 02108 Effective Date: Application for Registration as,a Hoine Improvement Contractor or Subcontractor EXpIr8t10r1 Dat@: MGL Chapter.142A,780:CMR R6 (PLEA, ER"ADBOTH PAGES CAREFULLY) Date Processed t 1 . BUSINESS NAME. Print the name:in.which the applicant is conducting business (SEE INS UCTIONS) 2. -Mai1tng Address- Area Co'.de Telephone Number 3. City: 7LZ 1!f�,�� State Zip: a 4 Street Address(if different):' 14� LelS /2 �fLS1y'�'tiS�LifL(<s / (Print street Arne.and'number;a P O Box is not accepta le for address)City State zip . 5.. Applicant type: ❑.Individual ❑.DBA ❑ Partnership.` ❑ Trust Private Corporation 0 Public Corporation ❑Limited Liability Partnership Ll Luriited Liability Corporation Please Check One.(See"instructions regarding enclosing a cityor town registration under DBA or"fictitious name"law-MGL c 110;§5&6), 6. (see back)` 7. :. Number:of Employees - (See instructions) 8. Have you registered previously under this law?-;VO If so,under what?. Name: Registration No `9. Individual responsible for Home Improvement Contracts (See instructions) Last. First MI 10.- Title of individual responsible for Home..lrnprovement Contracts -ae5,U—d/7 1 L Does the applicant or responsible individual hold.any other.construction related"state,city,town licenses or registrations? Yes Type of License or registration Issued By License or Expiration Date Name of License Holder registration number .c/ 12: 'List all partners,trustees,officers,directors and major owners(10%or greater of ownership)of an applicant•partnership or corporation below. Use additional paper if necessary.'(See instructions below) Checic here if.you wish to receive an'application for additional ID cards for key persons. a Last First .Middle Initial, Title in Applicant Business; . %Owner. Address- LA50o e Zi'Z9 �'T a v'G �'�r�d'dZG `.13 Is the applicant claiming exemption from'the registration fee?(See instructions) Yes 0 No 14. Registration fee'enclosed:$. (see note#I of instructions). Guaranty Fund fee enclosed • (see note#2,'of mstractions) - _ If necessary,include two,separate certified checks or money orders ,one marlced`.`Registration Fee' one marked"Guaranty Fund'. See instructions for the fee amounts.'Make all certified checks or'money orders payable.to`"Commonwealth of Massachusetts'. PERSONAL OR BUSINESS CHECKS WILL BE ACCEPTED'BUT WILL REQUIRE AN-ADDITIONAL TEN(10j DAYS'TO.TROCESS..• Pursuant f6,Massachusetts,Gerieral Laws Chapter 62C§;49A,I certify under the-"penalties of perjury that I, tom estknowledge and'belief ve filed all state returns and Aid ali state taxes required under law... I' f Signature of appllc t or applicant s representative Title'held witli,applicant Da { S S 617 696 1596 P.02 The ComtnOnwBaEttt of fltassachusetts ! ' Francas Gatwn w y•;y - -.r '; ._.. .:.S".�'i:a /Of of 6 CiQjY1dT1 _ One/lshburton'Place Boston Massacfiusett, onweal4f;t FF� �u t72i081512 elephone 96 (617I 72740 T NOTE:PLEASE TTPE OR PRINT CLEItRLY! l�Pi�►SSACHl3SET�'S'CORPORATI N ANNU�IL REPOR'� Federal Identttication No. T: 1he e�ct name of the corporation is MCSHANE: .CONSTRUCTION. 'CO: INC'. 2. Location of its PrinciPat office in Massachusetts 11 NECK. POND RD'. OSTERVILLE MA:02655, .- (numberandstreet) (ply or taurti) ( �): . . NOTE: If c o►Poration is organized whoAy to'do business outs�e Massachusetts, (zip) state location of that office;also- (number&sUsat)'. (ciTy or town) 3. .Nam e,and address of the Resident Agent,ff any (�) (nP} ( me) -------------------- (number&street) {cay ortoxm) 4-t Date of the end'of the fast fiscal year was' DECEMBER 3j 200 (an} 1 S. Check here if ttie corporattion stock is pubftciy traded: .F— ( *Y) nth) 6 6. The capital" stack of each.+lass as of the end of its last fiscal. `was:. : . CLASS OF STOCK PAR VALUE PER SHARE TOTAL AUTHORIZED BY ARTICLES TOTAL ISSUED STATED NQ PAR OF D�ANMON OR'ANENDNlE M ': i. ' ANO OUTSTANDING , hhimber of Shares - .COMMON , T tuber ofS'haMs otaI Par value R4r PAR . I2 50Q Pam: 2 T Stale the names and addresses of the officers y the term of.otiice of specified below and o€all the directors of the corporatjon and the date on which each Tres.:. . OFRGERS NAME ADDRESS Number,Street Cftyor Town,State EXPIRATWN PRESIDENT OHN J MCSHANE JR Cade OFTERliI r 11 NECK. POND RD TRERSt1RtR = OHN J MCSHANE JR< ,OSTERVII.LE,MA -, ABO�TE K AILE M MCSHANE ' l NECK POND RD.OSTERVILLE,MA DIRECTORS OHN J MCSHANE JR S ABOVE A'ILE -M. MCSHAI3E . lks ABOVE. * UNTIL SUCCE/SSOR IS ELECTED AND DULY IS- the undersigned y .1 //' I . ¢UAI,IFIED if the ebove named poration,to COrrlpfktnCe wdh the General Laws; t>Evng mew brrect as of the dates shown IAl.. Chapter 15fi9 hereby certit)r that the above infomtiat.on Sc7 the- IT WITPIESS WHETiEOFAND UNDER,PENAt.TiES OF PER7URY !hereto sign my name on this is true and T 1 �s day of igrtature:- - - •' - rrcte ontact Person Contact Person Teleph IV4ar •. - f s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J25 Parcel Permit# $3819- Health Division C qv0/L4 T �1 _k Date Issued 5 3 05_ ,NSTABLE onse`rvation Division a Uj r FeeySPI Tax Collector 53 App3 catian�F .i� Y6`.� .aY ICY tl S6iY �A ��: Treasurer `N :47UNLLPD 11� COMPLIANCE Planning Dept. �� �`IS10N Checked :,By`''��TITLES k::NNT.� ,eI L CODE AF '0- Date Definitive Plan Approved by Planning Board Approved 13' fINN AFGH..LA g it;k,, ; Historic-OKH Preservation/Hyannis Project Street Address ' t♦ �D [= T �l LZS �� . Village Cay IT Owner :YAAkP-S TWAkpSy Q Address -13 3 F69F,-s r H i u—,s Pam . Telephone Sr 11_3 O —9 0C-002- PermitRequest /VeLJ 2Va EGO— (2PcK �2 ,1a 1. Of (,. -,row 4 -bo i&Sf!, lafi0a of hey) Ac . Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation (r 000.00 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentations Dwelling Type: Single Family LiK Two Family ❑ Multi-Family(#units) Age of Existing Structure —2 .5 Historic House: ❑Yes UrNo On Old King's Highway: ❑Yes J"No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) M opt Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new O Half:existing new CO Number of Bedrooms: existing_ new Total Room Count(not including baths): existing $ new 0, First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: CYYes ❑ No Fireplaces: Existing Z New 0 Existing wood/coal stove: ❑Yes 0*1No 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 keS'.d eA Proposed Use BUILDER INFORMATION Name ` { - SUC ] 10 Telephone Number �_0— Z?6_ N 2-8 Address !P,O. Bo k 16 License# CS MCI&SC C57-&9V 1 LLB 4 MA CQ C5S Home Improvement Contractor# /Y 61 70 1 Worker's Compensation# —6KU13— 7AS M 3Z-O-0s ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO A yDo Nter>?6-12 G)-J MoT r- SIGNATURE S DATE Y ZS-G-S" FOR OFFICIAL USE ONLY n a PERMIT NO. DATE ISSUED { ! h• MAP/PARCEL NO. t ADD3ESS .. VILLAGE , OWNER L: DATE OF INSPECTION: FOUNDATION cis 51 y k,I s::: FRAME ~ INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL c PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING °.3 o5 . DATE CLOSED OUT - ASSOCIATION PLAN NO. i ` The Commonwealth of Massachusetts �. Department of Industrial Accidents 1A' =; -- Office of Investigations 600 Washington Street, fh Floor _ f Boston,Mass. 02111 Workers'Com ensation Insurance Affidavit:Buildin lumbin lectrical Contractors name: address: 2.3 FOC'W-:.S W cAtaq / P•© . goy( 16 city �c71`f✓fy t 6 state: AAA zip: 62 65S phone# 7 ff— work site location(full address): ) 33 Fn�f k i f (.S 121A • _ ❑ 1 am a homeowner performing all work myself. Project Type: ❑New Construction❑Remodel ❑ I am a sole ro rietor and have no one working in any capacity. [ uildinp Addition :� .;. - �°'_ ? `' A'ci: • - >�' w J6$-�.,},.tom ::'?'.k�`' �..a�..bi'...'Y_a�..'�...,.�.� "y..: ;;:..'.`«'',>t";%': ,.:^"4't.:.,.: `?A..Y•s.Gc - I am an employer providing workers'compensation for my employees working on this job. ' company name: P .T • Soe-SE LL0 i BO U-0ap•S address: 2 3 FoCTUS ViLl city 051-M t I.l E phone M -5:8- '�76-!il c,6p insurance co. UE95 ANOEAUVrI COAL ne # 5. �— ❑ I am a sole proprie r,general contractor or homeowner(circle one) and have hired the contractors listed below who have the following workers'co -pen ion polices: company name: o N e address• city: phone#• insurance co. Volia# company name: address: city i phone#• insurance o. . oliev# Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. J do hereby certify under the pains and penalties Qf perjury that the information provided above is true and correct Signature �C T S Date 6 5 Print name ZCA f+ Phone# `' 7f ]7p q249 official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department check if immediate res response is required ❑Licensing Board po ❑Selectmen's Office ❑Health Department . contact person: phone#; ❑Other (reviscd Sept.2003) - _ w � 9e 1 Town of Barnstable' Regulatory Services ' srasx�TO Thomas F.Geiler,Director saxur � T • 1659. A,�� Building Division ' Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-40S8 Pezmitno. - -} Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alte fan aa� °n o°any preexistingowner occupied conversion, improvement,removal,demolition,or construction buuding containing at least one but not more than four dwelling twits or to structures which axe adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other xequiremmts. I Estimated Cos i 00 Q Type of Work: y NSA Address of Work: T Owner's Name: Date of Application: I hereby certify that Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owmerpulling own-permit Notice is hereby given that: tNRE GISTERED OWNERS•PUtLING THEIR OWN PERMIT OIIYIPROYEME�NT��VORKDO NOT HAVE CONTRACTORS FOR APPLICABLE HO ACCESS TOM ARBITRATION PROGRAM OR GUAR ANTS'FUND UNDERMGL c.142A. •SIGNED UNDERPENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: y617o Contractor.Name Registration No. Date ; OR Date Owner's Name Q:forms:horrieaffidav . . ✓`IR. ZJomvnzonu�ed��.o�✓1 a BARD C�1F B'IIILDI!I�W RECUjLAQTIO'.NS � License ONSTRVCTIO'N SUPERVISOR Nu:'lit 'or Q:R9859 � --- 008 Tr.m. 89859 . a R B'ER-T T SO 1 '/ p P©n OX 116 e`'�a OSTERVILLE, MA 0 t5 { Commisstgne . s T ✓1te ZJommd�ztueRd[2 a�✓vCa00alSftuGeQ6 Board of Building Regulations and Standards HOME 1�� VEMENT CONTRACTOR Re Istr�tio\rrh-_ 146170 — /2007 R.T.SORBELL ROBERT SORB : 23 FORTES WAY OSTERVILLE,MA 02655 Administrator f i S 26 CT3r W 54.35' LOT 14 17,395 SF. N z � w V - F.CzoP�Ern is 24.7 i GARAGE N "- FOUND. o EXISTING FOUNDATION 12AY 16.0' 8.0' 1&0' cr N - 127.84' S 22032'11"W FOREST HILLS ROAD 'V ar*that the foanda ix shown on this plan is as it aaWfiy=o on the tea ' t0"''10f PLOT PLAN OF LAND Bwrutablezo ' g LOCATED IN COTUIT,MASS. PREP ARED FOR date.Apr.13, ,T 1VMCSHANE CONSTRUCTION �.� �Oodzonecj• fr •* r`eii �� ��'�`` DATE:APR_13,20 LOT14 '��"� �A. .:�; �" CAPE S� ISLANDS 04 SCALE: 1"=34 • � : DS ENGINEERING MASHPEE,MASS. �H r, F i PM ^7 1 1 'Zee 32M 95 I _Ar 25, 20, 4 g9P.Ni I��� , _NITI BAr,K, EXEC _ �hU, 1�)? F 2 P•�� '®fie; 50�•8fi��038 _ r ., .. _ _ ��; S08�90-6'�8Q EDON Complete and Sign T48 Section If UsingABuilder to act in 41 cnagen xeIW-n to work au&OAMd bYt bUmks pe=it qu.4caian for. z of Job I pate ; a , TOWN-j F BARNSTABLE BUILDING PERMIT APPLICATION Map � Parcel S1j� - Q� y Permit# 7Y.531 Health Division A01/ 4�WDL / Q Date Issued / y o Conservation Division IZ ® _ � A Application Fee E� Tax Collector nn Permit Fee U E Treasurer �...Y L b.� i�d➢�a tiS0i4T�G�. tr LL ,IN COMPLIANCE! Planning Dept. �r'��.ce VATH TITLE 63 Date Definitive Plan Approved by Planking Board/ ��3Va.e�ovf'�E•NT111.COpgBgE�'AN(. UUTI Historic-OKH Preservation/Hyan/�Isl I , 3- {^• Project Street Address ��ce-5 i W , (,l S (L4 ( q Village + Owner ���r.�•� Cov\,S 6-�, L C_ ►� . Address U• Telephone (SOW o 0 Permit Request T3U I- cE iV1el— S t yl,c �� -cc,-vwn�+4 �v Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new L Zoning District Flood Plain N- Groundwater Overlay Project Valuation ;�Oj Construction Type _fSX_^^A_ Lot Size 1 _7 13 S F• Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Nj Historic House: ❑Yes Colo On Old King's Highway: ❑Yes t3No Basement Type: C(Full O Crawl O Walkout ❑Other Basement Finished Area(sq.ft.) N - Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:'existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count 5'- Heat Type and Fuel: W Gas ❑Oil ❑Electric ❑Other Central Air: Cl Yes U/No Fireplaces: Existing New Existing wood/coal stove: 0 Yes 4% Detached garage:0 existing 0 new size Pool:❑existing ❑new size Barn:®existing Q new size y Attached garage:0 existing Jnew size 'fERS-rShed:❑existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial 0 Yes ZNo If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name M e\ s vist.. Telephone Number (-Sob) 4qj-� ��y Address -13Uk �'( `'i License# JO I O U �.r y l l-� 1���,_ Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO P i VI� SIGNATURE DATE I 0 ti F FOR OFFICIAL USE ONLY i PERMIT NO. DATE ISSUED MAP/PARCEL NO. ' r ADDRESS VILLAGE 1 'w OWNER DATE OF INSPECTION: FOUNDATION 614) y j FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ii PLUMBING: ROUGH FINAL 1 GAS: _ ROUGH FINAL FINAL BUILDING j•, cc-rat , ° , t DATE CLOSED OUT s ± r ASSOCIATION PLAN NO. 1 r' The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Street Boston,Mass. OZIII W kersIC om ensation Insurancd Affidavit-General Businesses name: address' city state: ziv: phone# work site location(full ad SO: ❑ I am a sole proprietor and have no one . Business Type: ❑Retail❑Restaurant/Bar/Eating Establishment working in any capacity., i ' ❑Office❑Sales(including Real Estate,Autos etc.) ❑I am an em loyer with em loyees(full& art time). ❑Other / /////// %%// /%//%/%/ ////// I am an employer proviyding workers'compensation for my employees working on this job. :.: comnany name: SIX. saaressr ��� city nbone# E� 'y' a. 0 instirance.cb::".::4--+=1. .f'�C� :: _l����i '®.- VO3 oh I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: company names 7. address:.:.•' .•.. :. ;. city. nhone#: insurance co. con yiliy address• city-. tihone#'i ' insurance co DO le ' Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be f rded to the Office of lnvestigations of the DIA for coverage verification. I do hereby certify under th p ns nalties of perjury that the information provided above is true a/nd orre/ct Signature Date Priest name MC-S h C V� Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# —[]Building Department ❑check if immediate response is required ❑Licensing Board p q ❑Selectmen's Office []Health Department contact person: phone#; ❑Other (wed Sept 2003) 1 i r { 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 contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do 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 renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant.who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority.. LL w Applicants Please fill in the workers'compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. .Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please.call 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 affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pernnivlicense number which will 6e used as a reference number. The affidavits may be returned to 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 8ffl�e of Inueatlgstlena 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 I Affidavit of Substantial Financial Interest of C.�6ZUl A_ , on oath depose and state as follows: e roe located at Ma 5 , Parcel r the �_ in permit for P 1. I am an applicant for a building p property rtY �- The address of the property is 133 1:;2g?5� fli/l�5z G�ru�> 2. 1 have A00 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is i oy , the following individuals or entities have had a 1% or greater legal or a uitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address ���rile 5narJ�, 1 � ��� .ao� Z/z9 C5��CZ����a=, 11�d 4. Within the last twelve months, from today's date, which is / 6 , I have had :a 1% or greater legal or equitable interest in the following pro ert es which have been the subject of a building permit application: Map/Parcel Address all *^2V !u , /� 6 - C)Oa- 6 7 dG B� � l�v,, 9 J a�' � 7-l j y 121 X$T Ad, 65rrLl7 5. ithin this calendar year, I have submitted C> building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted C building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received O building permits for property in which I have a 1% legal or equitable interest. Signed.under the pains and penalties of perjury, is _day of , 200. . 2001-0050/affin 1 0/LOTTERY/AFFIDAVIT 01/06/2004 12R 17 -"R5082402396 S: C HAVES-ARCH PAGE 05 ' MAScheck COMPLIANCE REPORT Massachusetts Energy Code qPermit # MAScheck Software Version 2' :Ol Release 2 Check by Date -CITY:: Mashpee t STATE: Massachusetts ! . HDD: 57.13 , CONSTRUCTION TYPE: 1 or-.2 F tnily; Detached BEATING SYSTEM TYPE: Other i Non-Electric, Resistance)_, DATE: 1-6-2004 DATE OF PLANS: lf6/04 TITLE: 'New. Residence PROJECT. INFORMATION: Lot 14 , Waters .Edge Cotuit, MA COMPANY 'INF.ORMATION: McShane Construction Compare o Inc.. P.O. Box 429 Osterville, MA 02655 i. COMPLIANCE: PASSES Required UA,r 524 _ Your Home 5a6 . i Area or . Cavity Cont Glazing/Door Perimeter R-Value R-Value U=Value UA -- -- �- --- --- - ----- --- --- - --- - CEILINGS i 16:H1 30.0 0.0_ 59 CEILINGS `` 553 30.0 0.0 19 WALLS':: -Wood Frame, 16" O.C. 'i 2 3 96 13..0, 0.0 196 GLAZING: Windows. or Doors I 190 , 0.480 gi ' GLAZING: .Windows or Doors - ; 82 0 -480 39 ` GLAZING: Windows or :Door e 9 0.300 : 3 GLAZING: Skylights: . ! 44 0.410 18 DOORS 18 0.190 3 DOORS i 35 0.480`' 17 FLOORS: Over Outside Air 16 .30 0 0.0 1 . FLOORS: Over Unconditioned Sace. 2326 30 0 0 0 70 ---- ------- -- --- - ---.----------- ---- -- - -- - COMPLIANCE STATEMENT: The proposed building design..described here is - consistent with.- the' buiidingfplans; specifications, and other calculations . submitted with the permit aptents lication The proposed building has been_ designed to meet the require of the Massachusetts Energy Code. The heating load for. this budding, -.and. the cooling load if appropriate, . has .been determined using thb applicable Standard Design 'Conditions found in the< Code: The HVAC equi fnent. .selected. to. heat. or cool the. building. shall beano greater than 2 of.:the" design. load as specified in Sections 780CMR. 1310 and J4 Builder/Designer Date 1 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE � New Buildings,Additions $50.00 50 O v Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING P�OCE Ca (��Y• 9 �o square feet x$96/sq. foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE - — square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached�&detached) i$ y3Z 57, 1q square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch �_x$30.00= 30,o0 (number) Deck _x$30.00= *30, OD (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee tM iO proicost r ` BOARD OF BUILDING REGULATIONS . ! , License CONSTRUCTION SUPERVISOR Number CS 001608 I; r, g b Expires 12/19/2005 Tr no: 12520 ;I I Resfri,7cted n`00 ) _ JOHN J MCSHANE� 3 ..PO BOX-753 G OSTERVILLE,MA 02655 Administrator ` The Town of Barnstable Department of Health Safety and Environmental.Services BuBding,Divislon 367 Main Street,Hpahnis,MA 02601 , 8-862-4038 8 790-6230 PLAN RE'VIEw ►caner. Ocska n t- Map/Parcel: ZS 66�1 rojcct Addrss: 13 3 R rtS� 4105 5 M Builder: Me5)'WM z Che following items were noted on reviewing: � Lk v or �.r 'tc (AA �la1�s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Parcel:-46 0 1 Application # - Health Division ~ Date Issued , Conservation Division hc.,Z u� rnFS9 i'-,�� .,..Application Fee Planning Dept. `. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 1 3 ' Fo re St H i i Is jl Gt Village Co f-w r Owner 1 40,vV psvY? Address ;1-1 1/s' IL 4, Telephone 1 T L d �-.Sd Permit Request -T'v 8,i d g. 1 o X 16 roo,"i {-on PZ,g >d C" cx:� ke- Square feet: 1 st floor: existing 700 proposed 170 2nd floor: existing i 20� proposed 0 Total new 170 Zoning District Flood Plain P7voAA,?d Groundwater Overlay Project Valuatio4 15, Construction Type ecsict�w l Lot Size 1-7 3'S s Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family. a[ Two Family ❑ Multi-Family(# units) Age of Existing Structure 1 _ Historic House: ❑Yes 4 No On Old King's Highway: ❑Yes No Basement Type: lifFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) 9 0 o Number of Baths: Full: existing O- new Half: existing 1 new a Number of Bedrooms: 1_3 existing U new Total Room Count (not including baths): existing V newer_First Floor Room Count Heat Type and Fuel: 9 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Jd No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: kI existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Soo si: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes I No If yes, site plan review# / Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)- Name 19C-na 4 Sr 10 ;-n Telephone Number S09 - 6 Y? Address 9® Oee_/'Fif 1 AW i&� License # CS 9)L YT-2 'e er. 0,t61Y51 Home Improvement Contractor# t Y0 3S 8' i Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO rehz.ovcd 19 SIGNATURE �'yZ/� DATE 011! 11 ! Z.0 10 t FOR OFFICIAL USE ONLY XTION# ISSUED .MAP/PARCEL N0: ADDRESS-• '` VILLAGE OWNER 1J DATE OF INSPECTION: LE UNDATION ' FRAME "INSULATION01 ;* FIREPLACE ELECTRICAL: ROUGH FINAL - ' PLUMBING: ROUGH FINAL 1 GAS �'ROUGH 1!71,4 a= FINAL ��+ ilFINAL BUILD:ING'� t . -DATE CLOSED OUST ASSOCIATION PLAN NO. t I x� r TOWN.OF BARNSTABLE BUILDING PERMIT APPLICATION a 0 7 0 F•A lication # Ma `` Parcel �/ p } Health Division Date Issued - ' Conservation Divisi �,c.,��. u✓� m�S/1 �''�� :Application Fee Planning.Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH` Preservation/Hyannis Project Street Address 1 3 3 Fo re Sr M'i I IS /2 d Village Co-ru Owner S ,J_hdi-v,OSoy= Address JL? Fo�,eSf' Hills Itc( Telephone i 4 6.0 '� o Permit..Request To C?uI'l d g. (o X ji f(4n'-00 on YL,�h7 s�d� ©� N a Square feet: 1 st flood existing�w'_ro ose..d o 2nd floor: existing 12©w proposed O Total new 70 Zoning•'District Flood Plain t' <�� 5. 6 .�/ Groundwater Overlay Project Valuation) IS.oc" Construction Type Ycs�cic t�-( Lot Size __7 57 S Grandfathered: ❑Yes a No If yes, attach supporting documentation. Dwelling Type: Single Family 4 r a Twofam ly ❑� 'Mult /Famy(#unfits) j 1 04- Age of Existing Structure IS y«rs Historic House: ❑Yes A No On Old King's Highway: ❑Yes J No Basement Type: k�Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.,�`°.O £x` Basement Unfinished Areas ftgoo Number of Baths. Full]�existi y g+ new 0 Half: existing -N o new 0 Number of Bedrooms: 3 existing 0 new Total Room Count (not including baths): existing new 0 First Floor Room Count Heat Type and Fuel: .#Gas ❑ Oil ❑Electric 0 Other f t ,1.#a ?' i i...�,, �,k s. ' } Central Air: ❑Yes v.V No Fireplaces: Existing _New 6 Existing wood/coal stove: ❑Yes [ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: i7 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Uff No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER-) - � T Name Ar,<o*1 S1"f0 en Telephone Number .508 - 6 Y Address 90 License # CS 9,a-Y9'J f�l�Sti r C i4iet- c7z6 q Home Improvement Contractor# I Y Q 3S 9- Worker's Compensation # ALL_CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE l 1 /t1 /2-o /C' rt FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED Y MAR/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH _%` FINAL 'FINAL BUILDING Y =1. .;.. DATE CLOSED OUT - ASSOCIATION PLAN NO. r ;t The Commonwealth of Massachusetts, Department oflndustriah Accidents p.ffzce of Investigations 600 Washington Street c Boston, MA 02111, y W ww.m ass.go v/dia- , Workers' Compensation Insurance Affidavit_ Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/lndi,, dual): 196-r©rrt Address: 9U 0 e e- r i"ir/d ,l'y 4_<hf e L mG• 0.7- 6 Y 4. City/StatUZ' 141GShree- Are you an erployer? Check the appropriate box: Type ofproject (required): 1.❑ I am a employer with 4. I.am a general contractor and I 6. 0 New construction employees`(full andlor'paPt time).* hav'e'hired,ihe sub-contractors., _ 2.Net am,a sole proprietor orpartner- listed on the attached.sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have g•, a Demolition employees and have workers' working for me in any capacity. 9; 0 Building addition . [No workers`comp comP rnsurance.�. insurances - - .. 10.0Electrical repairs or additions required.] S:-� We,are a corporation and its Officers have exercised their 1 1:❑ Plumbing repairs or additions 3. � I am a homeowner doing all work � • . myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t - c• 152, §1(4), and we have no employees, [No workers' 1'3.❑ Other comp. insurance required:)' *Any applicant that check box#) must also fill out the scction below showing their workcrs'compensation policy information. t Homeowners who submit this atfidavil indicating they arc doing all work and then hire puLsidc contractors must submit a new affidavit indicating such. _ tContraetors that cheek this box must attached an additional shcci showing the name of the sub-contractors and'stale whetherbr not those entities have cmployccs. If the sub-contractors have cmployccs,they must provide their workcrs'comp.policy number. I am an employer that is providing workers'compensation insurance for my'employees. 7Below is the policy and job site . information.. Insurance Company Name: Policy# or Self--ins. Lic. #: Expiration Date: Job.Site Address: City/State/Zip: Attach a copy of the workers'•-compensa.tion�policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MOL C. 152 can.lead to the.imposition,of crtmrnal.penalties of a fine men up to $1,500.00 and/or one-year imprisont, as ena well as civil plties in the form o;f a STOP WORK ORDER and a fine of up to S250.00 a day against the-Violator. Be advised that a copy pf this•staterrieo("may be forwarded,to the Offcc, of Investigations of the DIA for insurance coverage verification. I do hereby certify tinder the pains and penalties ofperjury that the information propidedlabove is true and correct en — Ii / � / 2,11© S��nature /l/yCi"" _ a Phone M 90 f ' 6 y1 ef3..S S FEnAuth only. Do not write in this area to be completed by city or town official, . n: Permit/License # hority (circle one):, Health 2. Building Department 3, City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector son: Phone #: hformatzon and Tast,-uc zoES t. Massaehuselts Gencra) Laws chapter 152 requires all employers to provide workers' compensation for their employees, Pursuant to this statute, an eirnp(o),ee is dcfincd as "...every person in the service of another under any contract of hire, express or implied, oral or written." An ernp/over is dcfincd as "an individual, partncrship, association, corporation or other lcga) Chtily, or any Iwo or more of the foregoing cogaged in ajoinl enterprise, and including the legal representatives of a deceased employer, or the receiver or Lrustcc of ao individual, partncrship, associaliob or other legal entity empJoymg employees. Ho�y er the owner of a dwelling house having not more than three apartmcnLs and who residcs (herein, or the oecupar) of the dwelling house of another who employs persons to do maintenance, constriction or repair work on such d�vell�ng house - or on the grounds or building appudcnaot th'crcto shall not because of such employment be deemed to be an employer.' MGL chaplet 152, §25C(6) also stales that "every state or local licensing agency shall withhold the issuance or any renewal of a license or permit to operate a business or to construct buildings in the commontivealth for applicant}Yho has not produced acceptable evidence of compliance with the insurance coverage required•" Additionally, MGL chapter 152, §25C(7) states "Neither the conunonweal(h nor any ofi(s political subdiYcsions shall enicr'into any contract for theperfor'rnance ofpublic-work until acceptable evidence ofcomplianec with the insLtranec requirements of this chapter have beenpresentcd to the contracting authority." Applicants their certificates)Pleasc fill out .the workers' compensation affiedavit completely, by checking the boxes that apply to your sih�ation and, if necessary, .sub-contractor(s) name(s), addrss(es)and phone numbcr(s)along with ficates) of insurancc, Limilcd Liability Companies (LLC)or Lim)led Liability Partnerships(LLP) with no employees other than the members orpartners, are not required to carry workers' compensation insurance. if an LLC orLLP dots have employees, a policy is required. Be advised that this affidavit may be submitted to the DeparLmcni of Jndustna) Accidents for confirmation of insurance coverage, Also be sure to sign and date the aflydDOt. The affidavit should be returned to the city or town Lhai'1he application for thcpermit or license is being rcquested,not the Department of Jndusbr al Accidents. Should you have any questions regarding the law or if you are required to obtain e workers' compensation policy,please call the Department 31 the number lisicd b doyv, Self insurcd companies should enter their self-insurancc license number on the appropriate line. City or Town Officials Please be surd that the affidavit is complete and printed legibly, The Deparimcnl has provided a space.l Lbe bottom of the affidav-il for you to fill out in the event the Office of JnYestigations bas Lo contact you regarding the appli cant. nt Please be sure to fll in the permif/liccnse number which will be used as a,refcrencc number. Jnaddition an apg Current that rnusi submit multiple permilllicensc applications in any given ycar, need only submit one atLdavit indicating (city or policy information (ifnecessary)and under"Job Silo Address" Lhc applieanlshould write "all loc.l�ons ins_ town). '-A copy of the affidavit that has been officially stamped or marked by the city or towD may be provid e d Co ilia applieanl as proof Thai a valid affidavit is on file for future permits or licenses, A new affidavi t�nusl be filled ou( each ycar. Where a home owner or citizen is obtaining a license or permit not related fo any businessiot commercial venture (i.c, a dog liconsc of permit to burn ]caves etc•) said person is NOT required to complete ibis aF`daYil. The Office of 1nYesIigations wou i e o in n is adva �`0+ 7L1 n�ralinn and sho-U youhaye any questions, please do not hesitate to give us a call. i The Department's address, tclephonc and fax.numbcr. The.Cornmonwealth of Massachusetts Department of Indusbia) Accidents Office of Investigations 600 Washington Street Boston, MA 02 11 ) Te). #I617-727-4900 exi 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia I fIIYC Cicirlc /o �'IIanrl Cnnslrcictir�ir rrr%/i /r IYiii(I A/,Ccls: J10 rc�/i 1Yiirrl Lollo Massachusetts ChecIdist for co, I' �).l, ce (780 cn-rR 5'3rJr Chcck Compliance 1.1 SCOPE Wind Speed (3-sec, gust),.. .: ................. ..... ........ ... 110 mph Wind Exposure'Cate gory...........:.... ...`.....:.................. ... ...I.......I..... ......: ........ ::... .:...:,B Wind Exposure Category.... ....::.Englneeting Required For,Entire Project .,.`. ....... ..............0 ` 1.2 APPLICABILITY _ s , 11 Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories 5.2 stories' Roof Pilch ................•.......I. (Fig 2) 5 12:12 Mean Roof Height ............. ..... .. . :.......... .; (Fig 2) : :. . ...: .... : . ... w ft 5 33 Building Width, W .................. ........ ...... ..... ..I....:. . ....; (Fig 3) r.:', :. :.....:. t o ft 5 80' Building Length, L .......................... .. ............ ... . ..: ... (Fig 3),. :.................. L ft 5 80' Building Aspect Ratio (L/W) ............I.......I.. . ....... .........(Fig 4). 5 3:1 Nominal Height of Tallest Opening ..... 9 P 9z . . .,:(Fig 4):. ;: 5 6'8' 1.3 FRAMING CONNECTIONS General compliance with framing connections.. .:.. : .... •(Table 2) ................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.........................•....... ............ . ... .. Concrete Masonry ...... .... ... .. .... :....:.. ... :., ....................... 2.2 ANCHORAGE TO FOUNDATION1'3 5/B°Anchor B011sambedded or 518'Proprietary Mechanical Anchors"as an alternative in concrete only Bolt Spacing-general ..... . ....... (Table 4)_... in. Y -✓ Bolt Spacing from endpoint of late , ...:.:.. .:• •- ...... in. 5 6 12 P g J P ..(Fig 5) ` 2:Bolt Embedment-concrete ...... ... (Fig 5) ......_.. in._ T . Bolt Embedment' masonry......:. .. (Fig,5) in. >_ 15" / Plate Washer...... :....................:...... ..:.... .. ..............(Fig 5) .:.. ... ....: >3^x 3"x ,�„ 3.1 FLOORS Floor framing member spans checked ... . •. (per 780ZMR Ch6pter55) _ Maximum Floor Opening Dimension...: (Fig,6) ft 5 12' �— Full Height Wall Studs at Floor Openings less than 2'from Exterior(Nall (Fig 6). ....... Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwal(.. ....... ..(Fig.7) .. ....... .. ....... ... .. :.. . p....- s d Maximum Cantilevered Floor JOisfS. Supporting Loadbearing Walls or Sheaiwall... ...... (Fig B) ....... ............ .. ..........ft-s d Floor.Bracing at Endwalls.... (Fig v9). .:....: ....... . Floor Sheathing Type (per 780 CM R Chapter 55} ... . Floor Sheathing Thickness ...........:. .................................(per780 CMR Chapter 55)...'., ... ,..... in. Floor Sheathing Fastening.....,....'...... .. .;.. :........ .. ..... ..,'(Table 2).. d nails a( in edge/to in field i 1 WALLS Wall Height Loadbearing walls......:....... . ...........:. . . . ..... (Fig'10 and Table 5)..::,.. ft 5 10' Nfln-L�adbaa�+ag walls T (Fig 10 and Table 5) .........4V ft 5 20 Wall Stud Spacing I....... (Fig 10 and Table 5)... . m 52 '.o:c., Wall Story Offsets . ............ ............. ...:,.:........(Figs 7,& 8) .. ...... O ft 5 d . 2 EXTERIOR WALLS' Wood Studs , Loadbearing v'galls.................... , ... ...:. ..........(Table 2x ft in. Non-Loadbearing walls............ (Table 5)...,. ........2x ft r, in: Gable End Wall Bracing. Full Height EndwallSfuds...........:................ (Fig 10) .. ... WSP Attic Floor Length,,.. ........:...... .. .. . ....... •.....(Fig 11).......... ft zW13 Gypsum Ceiling Length (if WSP not used)....................(Fig 11),............................................ ft >_ 0.9W and 2.x 4,Continuous Lateral Brace.@ 6 ft. o.c. .. (Fig 11). ................ y/ Of 1 x 3 ceiling furring strips @ 16"Ispacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate ' 'i f Splice Length ...: :. .:.........:... ...... ..... .......I.......(Fig 13 and Table 6)..., .... ... .. .......� ft � Solice Connection (no, of 16d common nails)....... .....(Table 6)........ ........................ .:.. if /C Culde /o I-Ploo l Coilxc l,jyefrnu i✓r H1 h hl111rrf,dier7s: I/0 mj�/< I'K1 d Z,911e Nla,s,�,lChusetts Checklist f"or- Complz.ance (790 CtV[R-5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of 16d common nails).......................:........(Tables 7)...............................................:..... Non-Loadbearing Wall Connections Lateral(no. of i6d common nails)................................(Table B).............................I......................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................ ..............................(Table 9)...................................& H in. 5 11' Sill Plate Spans ........................................................(Table 9)..................................2,ft in. S 11' ; Full Height Studs (no, of studs):...................................(Table 9)........................................................a Non-Load Bearing Wall Openings (record largest opening but check.all openings for compliance tq Table 9) Header Spans..............................................................(Table 9).................................. 2.�.ft in. < 12' Sill Plate Spans.... ............... .......................................(Table 9).,................................ 2C.ft —cin. < 1Z Full Height Studs (no. of studs)....................................(Table 9)..................................... .............. I �. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W O Nominal Height of Tallest Opening. ............................................................................. 6,8„ / SheathingType..............................................(note 4)..................................................... 0/2. For Edge Nail Spacing ................ ........................(Table 10 or note 4 if less)........................ Y in. Field Nail Spacing..........................................(Table 10).................................................. f. in. Shear Connection no, of 16d common nails Table 10 Percent Full-Height Sheathing...................... (Table 10)...................................................Wc _�, 5% Additional Sheathing for Wall with Opening > 6'B"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening 2.........................................................................b SheathingType......:..................... .................(note 4).... ,.....,......................................... �: .o—ir 'Edge Nail Spacing..............I..........................(Table 11 or note 4 if less)........................ Y in. ......:.. Table 11 G in. Field Nail Spacing................................ ( )................................................. Shear Connection (no, of 16d common nails)(Table 11).......................................................— Percent Full-Height Sheathing Table 11 ... /�F/. 5% Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................:.. Wall Cladding Rated for Wind Speed?.......:....................................................:. ................................................... ............ 5.1 ROOFS. Roof framing member spans checked?.......:................(For Rafters use AWC Span Tool, see BBRS Webslte) Roof Overhang ...... (Fi ure 19 �i/n fit_<smaller of 2'or L/3 9 ) ............ Truss or Rafter Connections at Loadbearing Walls Proprietary.Connectors Uplift................ ................(Tab)e 12)......:.....................................U= plf Lateral............................................(Table 12).............................................L= plf Shear............................:'..,...............(Table 12)............................................S= plf. Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............................... T= plf —1 Gable Rake Outlooker.................'.........................(Figure 20 0 ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....................:...........................(Table 14),.............................I.............U= lb. Lateral(no, of 16d common nails)..,(Table 14)........:..............................L= . lb. Roof Sheathing Type................:.:......I.........................(per 780 CMR Chapters 58 and 59) ..........., Roof Sheathing Thickness.....................................:..... ................ ........................... in. _> 7116" WSP " RODf�fieH� into Fad{�riifl2 ........................................... ........................................................ es: This checklist shall be met in its entirety, excluding the specific exception noted In 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the.WFCM i 10 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 1 i c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e, Corner Stud Hold Downs per Figure 18a and Figure 18b xception:Opening heights of up io 8 ft. shall be permitted when 5% is added to the percent full-height sheathing quires enls shown in Tables 10 and 11. -he bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.. + IfJk'C' G1//'dC' /o lI'bor/.C'olls0vicliori r'1/ //t; /I 1'1'inrf,�(rc/u;ti; ;110 nij>/r hl'iilrf"Lune A/12ssachusetts C1eddist foz-: C0111pl.i2.nCC(MOCJlliZ 5:301.2..1.1)t 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect-Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontaIjoints shall occur over and be nailed to framing. . iii. On single Story consiructiori;panels shall be attached to bollom plafes and top member of the double top plate. iv. On two story construction; upper panels shall be attached to the fop member of.the upper double top plate and to bandjoist at bottom of panel. Upper attachment of lower panel.shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. HOrizonh'l nail spacing at double top plates, bandjoists, and girders shall be a double row of Sd . staggered 8t 3 inches on cenler per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition —required if project is 1 mile or closer to shore (generally, south of Rte..28 or north of Rle. 6) b)'vertical addition-not required unless there is extensive renovation to the`first floor c) replacement windows -needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual(WFCM) for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC) website. j M4EN THIS EDGE RESTS old FR W ING USE&J NAO S AT 6"o.c i N ( w i i i i 1 FRAMING MEMBERS l i p 1•I I ED 'EDGE a�7t1.( IATE I �r l' w ` r I i J it - - -'�- STAGGERED DDU6LE EDGE ] NAIL PATTEPN PANEL . FAN EL_ — .. F .� DOUBLENAILEDGE&-AGYyGDETAI- PAFl.._EDGE See Detail on �lexl Page Uetall Vertical and Horizontal Nailing Vertical and Horizontal !Jailing for Panel Attach meni for Panel Attachment Towza of.:BarnstaMea =`Regulatory Services futsrtist uts4 $ Thomas F. Geiler,Director 2: �°TEbb, "tea Building.DIvision T6m Perry; Buildiog Commissioner 200 M-in,stree� Hyannis, MA:02601 www.town.barnstable.maus Office;. 508-862-4038 k• Fax'; 508-790-6230 m . L Prop > tp Owner Must Complete acid Sigza This 'ti0"-1 ., _ H.Uszng A Ruzlclei b . �. `as Owns-r of;th subject property hereb auth o rize p� Y /7�>ta:� �Ti^��••z �to.2-Cr:0flMybehalf in all matters relative to work authorized:by tb_is budding pen ut applicationafor. . -- (Ad dr�ss of J_ob) t • } F 3 z Sig atU- e of:Owner Date Priat Name x If Pro2erty'Owner s apP.Yin forpermst_please coz np�e�e t ie Homeo.wnen 'License Exembbon Form orz the` zeverse _side: Q FORMs:b"ERPEKmfss)oN .' Town of Barnstable Regulatory Services Thomas R Geiler, Director Building Division PrEo Tom Perry, Building Commissioner 200 Mairi,Slzeet_Hyannis, NLA.02601 prww.to wn-b arnsta b l e_ma-us Office: 508-862-403 8 Fax: 508-790-5230 HOn5EOWNER LICENSE EXEMPTION Plcarc Print DA TE: JOB LOCAMN: number street v llagc "HOMEOWNER"' name home phone# work phone# CURRENT MAILING ADDRESS: city/town statr, np code The current exemption for"homeowners"was extended to include owner-occupied dwellinF_s of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supernsor- DEF1hMON OF HONLEOTri'NER Person(s) who owns a parcel of land on which he/she resides pr intends to reside, on which t6cre is, or is intended to be, a one or two-family dwelling, atfachcd or detached structures accessory to such use and/or farm structures. A person who constnlcts more than one home izt a two-year period shall not be considered a hDID=D7Mcr. Such "homeowner"shall submit to the Building Official Dn a forrn acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) r n..e undersigned "hornaowner"asstrmcs responsibility for compliance with the State Bvilding4Codc and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner" certifies that.hr-Ahc understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homcowncr Approval of Building O$iciad Note: Thice-family dwcMags containing 35,000 cubic feet or larger will be required to comply with the State Building Codc Section 127.0 Constriction Control. HOMEOWr R'S EXEMI'TION The Codc states that "Any hbmcowncr performing work far which a building permit is napircd shall be czc:rnpi from the provisions of this section.(Seetion I D9.).1 -Licensing of construction 5upervisors),provided tha I if the hDmeowner rngages a pe-son(s)for hin:to do such work' that such Homeowner shall act as supervisor." Many horneoWnQS who use this rxerrrption arc unawarc that they arc assuming the responsibilities of a supervisor(sec Appendix Q, Rules&Rcgvlations for Licensing Construction Supervisors,Scction 2.15) This lack of awareness bftcn results in s: r DuE problems,particularly when the homeowner hires unlicensed parsons. In this case,our Board cannot proceed against the unlicensed person as it would with e licensed Supervisor. The homeowner acting is Supervisor is u)timatc)y responstb)c. To ensure that the homeowner is fully aware of his/her responnbi)itics,many communities require, as part of the permit application., that the homeowner certify that hdshe understands the rtsponnbi)i6rs of a Supervisor. Da the last page of this issue is a form currently used by several towns. YoU may care t amend and adopt such a fDrTTj cm-bf)c.26on for use in your corrvnunity. Q:forms:homccz crnp t THOMPSON RESIDENCE--COTUIT,MA 2011.1 Allowable Stress Design LOAD TABLE MSI: 0.43 NOTE: 1 PLY 1.750 X 11.875 LP LVL2950Fb-2.QE DESIGN CRITERIA VSI: 0.44 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES RSI: 0.40 THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD = 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 45 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT—IN—SX FT—IN—SX OR ARCHITECT. UNIFORM ROOF LIVE SIDE 240 PLF 00-00-00 10-00-00 1.00 ROOF LEFT SPAN CARR. 8.00 FT 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD SIDE 120 PLF 00-00-00 10-00-00 0.90 ROOF RIGHT SPAN CARR. 8.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 6 PLF 00-00-00 10-00-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL. - DEFLECTION CRITERIA 4.SHIM ALL BEARINGS FOR FULL CONTACT. - WARNING NOTES: _ LIVE LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL - TOTAL LOAD DEFL: L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS CODE COMPLIANCES MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 7.COMPRESSION EDGE BRACING REQUIRED AT BY DESIGN PROFESSIONAL. ICC—ES ESR-2403 EACH END OF COMPONENT. LADDS RR-25783 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL HUD MR-1214 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, - CCIAC 11518—R . ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) 240 240 120 12 r 120 0 SUPPORT REACTIONS (LBS): 11.875 MAXIMUM EAR I N G N U M B E R 1 2 I 11.750 - - DOWN 1830 1830 - UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN—SX) 3— 8 3— 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.10" 0.49" *DEAD LOAD 0.08" 11 0— 0 TOTAL LOAD- 0.15" 0.65" •••THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: - ovlanl IBC 2006 Temporary and permanent bracing for holding component The use of this component shell be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood PfOdUCtS '. plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval an •Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to Me instructions from the designers of the complete structure before using this and 3"for 8d component until after all the framing and fastening are component. If the design criteria listed above does not meet local building •Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.516.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 basetl on date provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Cdteda Hoists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS.'Dead load lateral support Is assumed(wall,Floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal•A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afxed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Files\LP\Wood-E Design\2011.1\WOODE.SPX I � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel d ` O Permit# Health Division '`" .�' ��is Date Issued Conservation Division F3 l ICJ P-WCtrOM6� 7171t® Feew J Tax Collector SEPTIC SYSTEM %BUST BE Treasurer 713 i 1 INSTALLED IN COMPLIA��� WITH TITLE 5 Planning Dept. O H MENTAL COUDE Ati Date Definitive Plan Approved by Planning Board �� �u— S-7 Historic-OKH Preservation/Hyannis Project Street Address i 3 3 Fokke4 Hm s, P lef i T Village Owner ` ��A n e :5A � as Address P C7 �� Yal Telephone �bd Permit Request Square feet: 1 st floor: existing proposed +y d\,or: existing proNsed Total new of y Estimated Project Cost � J Zoning District �' Flood Plain Groundwater Overlay Construction Type Wmd A0An Lot Size Gran thered: ❑Yes ❑ If es,a ach supporting documentation. Dwelling Type: Single Family o Fa ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: )ii(Full ❑Crawl Llv alkout ❑Other Basement Finished Area(sq.ft.) asement Unfinished Area(sq.ft) 1`,3 Number of Baths: Full: existing One Half: existing new Number of Bedrooms: existing new. Total Room Count(not including baths): existing new -7 First Floor Room Count Heat Type and Fuel: AGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing )(new size Z L Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name � L Telephone NumberU Address 6V i License# C,S G 6 > o 0,n� ads, s , -KA � �- 6 J� Home Improvement Contractor# Worker's Compensation# Ou S1: // 6! Y 7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ / r ' FOR OFFICIAL USE ONLY { PERMIT;NO: _ t ., ,~ ,:✓ DATE{ISSUED MAP/PARCEL=NO. ADDRESS- a R' VILLAGE OWNER 'DATE OF INSPECTION: FOUNDATION `� J+ t --+• a .. - ^ FRAME INSULATION '€.. FIREPLACE'"- ELECTRICAL: ROUGH "'FINAL ' PLUMBING: ROUGH, FINAL r r-' r ,,.,� .>➢ *FINAL'- GAS: — ROUGH, _ FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. L j _ 1 4 7 7� 4 t ' //ie ��'` Regulaeio License or registration.valid for indiretul use. t O only ffice of oosumer Af airs& usmess Regulation r.. before the.expiration ate.'If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation kegistration �140358 ;. 10 Park Plaza-Suite 5170 Expiration—. 10/14/2011 Tr# 288469 ' .Boston,MA 02116 Type DBA ,,f D+SCONSTRUCTION s.'�. AARON STROME 90 DEERFIELD _ --- MASHPEE,MA 02649 Undersecretary Not valid without signature �la..achuatts. I'cpaitrnent of Public S.tfet% Bti .rd of Buildimu- Re.-ulatiun. and 'standard. f Construction Supervisor License License:' CS 92482 Restricted to: IC AARON'M-STROM 90 DEERFIELD.RD MASHPEE, MA 02649: Expiration: 9/23/2011 = Trig: 4451 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel lJ Permit# RS_S Via. Health Division 443 L" Date Issued-, ](f__Ll `a ( Conservation Division n 2 1An Fee T'��4 J6 �— Tax Colle for 27�l GE a tC G G 1 , v� llq CQYA-? 4�_.,�.1.. t= Treasure INSTALLED /� WITIJ TITLE 5 Planning Dept. � P LG�I" ^" 1�VI��DNME��tAd�T��N�f�D cS TOWN Date Definitive Plan Approved by Planning Board 3 O Historic-OKH "Preserva ion/Hyannis Project Street Address 133 f%e T d4 f J Lo -/ Village CofU;f Owner C S 0 A 2 GO s�' CN . Address P � 61 al'(ru 1 Il Q , (� Telephone 0 1- s a s Sa O 0 4 Permit Request ✓� ip inn ilk or . . { C 01 Al Square feet: 1 st floor: existing N oposed J 2Md f�loyexie g proposed Total new 3 Valuation Zonin istrict 1 Flood Plain Groundwater Overlay Construction Type Lot Size s ��'� Grandfat erect: ❑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: 4Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �� 6 Z Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new 13 Total Room Count(not including baths): existing new 7 First Floor Room Count Heat Type and Fuel:)(Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size B r� � l�. etti 7 ll T1 v IS P7 Attached garage:❑existing ❑new size c t(�- Shed:❑existing ❑new size 0 AUG 3 1 2001 Zoning Board of Appeals Authorization ❑ Appeal# Recorded `v® ❑ By U Commercial ❑Yes ❑No If yes, site plan review# ~•b Current Use- >-- - - -- :- _ Proposed Use_ _pr BUILDER INFORMATION Name Mc `,�) A �,i 8jti Telephone Number ` e7�� J Address A C) g License# G S no n Home Improvement Contractor# Worker's Compensation# 0 G Z 0116 O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY t -� PERMIT NO. DATE ISSUED MAP/PARCEL NO. c a ADDRESS VILLAGE OWNER i DATE OF INSPECTION' " FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH TINAL4' 'r PLUMBING: ROUGH: ' - FINAL GAS: ROUGH: ' FINAL - ' FINAL BUILDING �y DATE CLOSED OUT + ASSOCIATION PI,AN'N©. s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel G a �l Application # Z,�t t ®t , Health Division `I'' C/ Date Issued Conservation Division �k- Application Fee Planning Dept. Permit Fee: �J ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 2f'0✓ T /d7�,L�r Village Q2rl)o f Owner 15&m 65 Z pia,41es®vt Address Telephone S 0 3.2,0 Y Permit Request T'O id--(la AL 20 S 2 EJ- yt ne 12 (,2 hr 146 I= ka cam.S-c I-C, d,..3 e 4.S e e,.(. S oL 5 i Tt -4," Square feet: 1 st floor: existing I Iva proposed 17,9 2nd floor: existing 1100 proposed O Total new / 20 Zoning District Flood Plain C:. &-n iv, ]! �*Pundwater Overlay Project Valuation Aooaa,acl Construction Type Lot Size 1 7., 39S Si� Grandfathered: ❑Yes Z o If yes, attach supporting documentation. Dwelling Type: Single Family 0� Two Family ❑ Multi-Family (# units) Age of Existing Structure ? 54oif,�,rs Historic House: ❑Yes dlyNo On Old King's Highway: ❑Yes dlo Basement Type: Z Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) I I o c� Number of Baths: Full: existing ;PL new D Half: existing 1 new O Number of Bedrooms: 3 existing _�2 new _ Total Room Count (not including baths): existing 9 new First Floor Room Count t'I' Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other 7 Central Air: ❑Yes LYNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes id No c� Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑1existing:Q] new size_ Attached garage: O'existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes usA No If yes, site plan review # Current Use ,rr 4c deA4tG e--( Proposed Use 14C.STIOW-14 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 'f Name Joe',�on STrawr Telephone Number 5'3JS Address fd fPee e Field License # CS S 2- Y' S 2- GVa..Sh re- //,E 6,),6 Home Improvement Contractor#-PVV Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO & SIGNATURE `^G �. DATE r FOR OFFICIAL USE ONLY r APPLICATION# .4 ' DATE ISSUED ' s MAP/PARCEL NO. 1 ,w ADDRESS VILLAGE OWNER f i DATE OF INSPECTION: FOUNDATION f-9&&5f PK i r( '! FRAME `y INSULATION FIREPLACE -IY j ELECTRICAL: ROUGH FINAL is PLUMBING: ROUGH FINAL •r . ,E GAS: ROUGH FINAL FINAL BUILDIN NR 'It-%, C F"Jwg, OK DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts /n Department of Industrial Accidents Office of Investigations 600 Washington Street r, Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): r/ ✓I S'tY Ci t Address: So w✓i-i e%d % 4 City/State/Zip:j/11.46 h o'--Ce /Zk dXG't" Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I . employees(full and/or,part-time). * have hired the sub-contractors 6. ,[ New construction 2.[; I am a sole proprietor or partner- listed on the.attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.. 9. Building addition required.] 5. 0 We are a corporation and its 10.0 E16 trical repairs.or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plinbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 15 2, §1(4), and we.have no employees. [No workers' . 13.❑ Other comp.insurance required,] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work.and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number." I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins. L.ic. #: Y Expiration Date: Job Site Address: 1 '23 1 �67_ Hi /t tw( City/State/Zip:L&-,,uTtl V114 , Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify under the s and penalties ofperjury that-the information provided above is true and correct. Si nature , Date: 3 42- i Phone#: V Official use only. Do not write in this area, to be completed by'city or town official City or Town:. Permit/License.# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#: t 1 Information and Lnstruction,s. Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise;and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do 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, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit.may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the'permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the,city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a_home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a.dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do'not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Te4i.9.617.727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia •f A 6VC Guide to Wood Cons-ti•uctuui iii High I-Yhid Areas:1.10 triph I-Viird Zorie Massachusetts Checklist for Compliance (78o CN,IR 5301:2.1.1)' Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust)...................................... .................. ............................................. 110 mph WindExposure Category.....................................................:..........................................................................B Wind Exposure Category................Engineering Required For Entire Project....... .............::...............0 1.2 APPLICABILITY Number of Stones(a roof which exceeds 8 in 12 slope shall be considered a story) V stories <_2 stories Roof Pitch....................:.........:.......:.......:...................:..,: (Fig 2... g ) ..........................••--...... ...... 7 -12:12 Mean Roof Height .......................................:......................(Fig 2)......:.......................................... & ft s 33' Building Width,W ................................... ...........................(Fig 3)...................:.................... ........ f e ft 5 80, Building Length, L ..............................................................(Fig 3).................................................�ft 5 BO' Building Aspect Ratio(L/W) ................................................(Fig 4)..............:................................ _<3:1 Nominal Height of Tallest Openingz ...................................(Fig 4)......... .............................. : g' s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1LZ Concrete........................................................::.::.............................. .............................. ConcreteMasonry.................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION"'. 5/8'Anchor Bolts=imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... _6 in. Bolt Spacing from endroint of plate ................:............(Fig 5).......... ......::.............:... (�, in._<6"-12 Bolt Embedment-concrete.........................:...............(Fig 5)...... ...............................:...........�'in.>7" t/ Bolt Embedment-masonry........................................ (Fig 5)............:............................... in._> 15" . Plate Washer..:.............................................................(Fig 5)..............................................>3"x 3"x'/t' 3.1 FLOORS l�Floor-framing member spans checked .... ............(per 780 CMR Chapter 55)..........................q ... Maximum Floor Opening Dimension (Fig6 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)............ ..... . .... , Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall................(Fig 7)..................................................../v ft 5 d 1/ Maximum Cantilevered Floor Joists v Supporting Loadbearing Walls Shearwall................(Fig 8).....................:. ......... :..... 'Oft :5d +� Floor Bracing at Endwalls....................................................(Fig 9)........................................ ............................ i� Floor Sheathing Type (per 780 CMR Chapter 55)............................. Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... % 2 in. Floor Sheathing Fastening..................................................(Table 2).. d nails at q in edge I b in field 4.1 WALLS Wall Height ' Loadbearing walls..........:.............................................(Fig 10 and Table 5)........................... ft <10, Non-Loadbearing walls ............::................. ...............(Fig 10 and Table 5)........................... U ft s 20' Wall Stud Spacing • ........................................................(Fig 10 and Table 5)............I......16 in._<24'o.d. Wall StoryOffsets r ........: .(Figs 7&8 ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls............ _..... .. .(Table 55)........ ............ 2x_- ft y in. r/ Non-Loadbearing walls......................... .... . ...............(Table 5)..............................2x_- ft V in. v Gable End Wall Bracing' Full Height Endwall Studs ............................. (Fig 10) ... ...... . ...... .:.......... WSP Attic Floor Length (Fig 11) — ft zW/3..... .... 'Gypsum Ceiling Length(if WSP not used)....:.. ........(Fig 11)................I........ ... 4ft>0.9W - and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................................................. or-1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length .................................(Fig 13 and Table 6).....................................loft gnflr_#-Cnnnartinn (nn- of 1Rd common hails)..............(Table 6)......................................................... AfVC Guide to Wood Construction hi High I-Vinc{Areas: 110 inph fVind Zofie Massachusetts Cheeldist for Compliance (780 CNIR s301.2.1.1)' Loadbearing Wall Connections / ............ Tables 7 ..................................................... o! - Lateral(no.of 16d common nails}..................... ( ) Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)..................................................... . Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ..... ........................(Table 9).................................. ;i- ft,f in.s 11' Sill Plate Spans ........................................................(Table 9)..................................�ft 6 in. 11' / Full Height Studs (no. of studs)....................................(Table 9)....................................................... V0 1/ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9) ...............................d ft V in._< 12' !/ Sill Plate Spans...........................................................(Table 9).................................:.::�ft ('�in.5 12- ::i�/ Full Height Studs (no. of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building,Dimension,W Nominal Height of Tallest Opening2 ..............................................................................�5 6`8' SheathingType..............................................(note 4)..................................................... C Qy / Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ q in. Field Nail Spacing ..... . .. ...... able 10 ................................................. Z in. Shear Connection(no.of 16d common nails)(Table 10)....................................................... /n Percent Full-Height Sheathing........:..............(Table 10).................................................... //o 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2....... ... ............................................................... G n�<6�g• f/ SheathingType........................... ..................(note 4)..................................................... CYJx Edge Nail Spacing ......................... Table 11 or note 4 if less ........................ in. FieldNail Spacing.......................................:..(Table 11)................,................................ 4 in. Shear Connection(no.of 16d common nails)(Table 11)....................................................... to Percent Full-Height Sheathing.......................(Table 11)....................................................M% 5%Additional Sheathing for Wall with'Opening>6V(Design Concepts).................... Wal1 Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing memberspans checked?....................... (For Rafters us e AWC Sian Tool,see BBRS Website) Roof Overhang ....(Figure 19) ft_<smaller of 2'or V3 ................................................ .. .... Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral.............................................(Table 12).....---- ........ ...........L plf / Shear.. .. .. .. ........(Table 12)..... .. ................S= Of -/ Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................... . = plf ,y Gable Rake Outlooker...........................................(Figure 20 O ft 5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. . / Lateral(no.of 16d common nails)...(fable 14).......................................L= lb. Roof Sheathing Type...........:....:..................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... ............................................._in.>_7/16'WSP l/ Roof Sheathing Fastening............................................(Table 2)......................................................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft..shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. �r of THE t tis , a BARNSTABLE, Town of BaYnstable Regulatory Services Thomas F.Geiler,Director 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 Property Owner Must Complete and Sign This Section If.Using A Builder ' 4 1 J'a rn.e-s 7-4 d *-7,oto—T o Al as Owner of the ro subject 1 property hereby authorize +� �I S'T 'o,0 Jo-q to act on my behalf, in all matters relative to work authorized by this building permit application for: /3 3 )CO jr c ST (Address of Job) 1 sign ture of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on they reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPPESS.doc Revised 072110 Town of Barnstable Regulatory Services • Thomas F.Geiler,Director satuasT�eLe, "t`. Building Division v i65� `�� Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS:, city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to sueli use and%or farm structures'. 'A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Off cia lOhat he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations.. . The undersigned"homeowner"certifies that he/she understands,the Town of Barnstable Building Department minimum inspection.procedures and requirements and that he/she will comply wiflr,said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions t of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forni/certification for use in your community. Q:forms:homeexempt _S 26°27'38"W 54,35' 'LOT 14. 17,395 SF. N c IV W.. - • A � 24.2' ,1s, N GARAGE N EXISTING. . FOUND. FOUNDATION 12.0' 16.9 8.01 18.0' - �•��®feel - �•dtt��-o n , 127.84' S 22'32'11"W FOREST HILLS ROAD "Icertif y that the fourulationshotivn on ' this plan is as it actually aists on the ground and that it c e etm.n of PLOT PLAN OF LAND Barnstablezoni dttahs�r, 'ng LOCATED IN. yard setbacks.' �.tiy o �1 COTUIT,MASS. ' PREPARED FOR McSHANE CONSTRUCTION' date.Apr.13, flood zone lrxq j t ,F; s DATE:APR..13,2004 SCALE:1" 30' LOT14 ;. a, �{ - C PF E& ISLANDS EN—GTI TEER.YNC f oFt"E'�ti Town of Barnstable f Planning : �F C. *. saxr►srasIX, • g Board 9 SS. �,, 230 South Street, Hyannis, Massachusetts 02601 � ti' - r' $ �A �e39. �� 508 rFo ,�a ( ) 790-6289 Fax (508) 790-6288 Linda Hutcherinder, Town Clerk Town Hall 367 Main Street Hyannis MA 02601 Re: Watersedge, Open space Subdivision#660 Location off Santuit Newtwon Road in Marstons Mills Zoning map grid ref: El This Open Space subdivision'was originally approved in 1987. The Special Permit was renewed in 1994,with a two year time limit. An extension of the time was granted in 1996. to 1997., and again in August 20, 1997, with a time extension to August 4, 1998. The open space plan creates 17 lots between.,27 and '40 of an acre in size. .A substantial area of the subdivision is in open space because of slope, wetlands and the shape of;the original lot. The developer; Dan Hostetter, requested that the Board reduce the yard requirements -of the RF District.to 10 feet. The-decision of the Board dated January 1988 recites Section 3-1.7(6) of the Zoning Ordinance, which states.that the Planning Board may grant a_,reduction up to 75% of all the bulk regulations, with some minimum requirements. The decision did not:grant such reduction. Pursuant to-Section 34:7(6) and Section 3-1.7(11)(B) of the Zoning Ordinance, the -Planning Board voted to approve a reduction in the sideyard setbacks from 15 feet to 1.0 feet. " This waiver shall be.-filed at the Registry of Deeds.. Present and voting in the affirmative were: Steven M. Shuman, Ch., Nancy Trafton, Ro Fogelgren, Robert Stahley, Raymond Lang, and George Zoto, y Richard Egan st ped-down from consideration of this matter: Sincerely Steven M.,Shuman, Chairman Date:. 3 3l 1998 �o�miazar ✓GZaaaasc/ucaeCla v . Office`of l onsumer lusiness Regulation License or registration valid for individul use,only - HOME IMPROVEMENT CONTRACTOR before the expiration date. ,If found return to: Registration*t�140358 Office of Consumer Affairs and Business Regulation . I O Park Plaza-Suite 5170 Expiration a 10/14=11 l r# 288469 _ o Boston MA 02116 Type-. % DBA a D+S CONSTRUCTION , t , 5 AARON STROM11ja Ivl. 90 DEERFIELD l � � MASHPEE; MA 02649 J Undersecretary ----- -" -- - - Not valid without signature - Mass;chutictts 6gyp a tmct. nt of Publ Safer Board of Burldin(• R<<,' Is Construction Supervisor .Lie St lndat•d. .. License: CS 92482 I Restricted to: 1 C AARON M STROM ` 90 DEERFIELD RD MASHPEE, MA.02649 I l'unnnUssionel Expiration: 9/23/2011 Tr#: 4451 _ _ cllC7l �1 '� j � 7fv19 / — I � k)Ud , Cl _ y � J 05/20/2004 13:27 5082402396 S C HAYES ARCH PAGE 01 �k k Steven C. Hayes, Architect PC l51 3ayz State Court.• P.O. Box I • Brewster, Massachusetts 02631 e , . (508) 240-1411 Fax: (508) 240-2396 FAX TRANSMITTAL DATE: LaA TlI�E- TO- Me hang Contnxtinn FAX# PHONE# FROM- } FAX#(509)240-2396 TOTAL#OF PAGES SENT INCL 1NG TRANSMITTT REFERRENCE• REMARKS: As you requested I with my swactund engineer the 2x8 PT cantilevered deck joists you installed on this houst.1 We evaluated 30 psf LL interior and 60 psf exterior- This installation is well within the m required L/240 total load and L/360 live load deflection. They are actually within L/360 total k and U490 live load. � Aarap'��1 Ik.4318 1 J A-I A rC B•-0• rC B.-0. A_I r .� Y 1 1 I 6 .'- POSTS TO MATTCH E IX Si. �oRAME�ON A P, N N r ..........................% --- ------- A 6 / 4%4 P.T.POST DOWN TE 1L8E;W/IX I I ' B'VIA FIR REMOVE E%ISTRYa WINDOW 'n '^ NBES ON 34•DIA. F e OR ACE(FRAME YV NEW FRENCH O YI 411 T,BE5 OH 4 OIAG K DOOR(FRAME E1 FIT EXISTING RO.HEIGHi� I1^1 (3)P.T.3%B BEAM PATCH A5 NEEDED) •' I 1 - I$ fsEE SECTION NA-1) DECK T�DECK ABOVE r }� - Y015TSBa6LO.L. VERIFY IffIGNi OF lme SECTION A/A-11 %IST.FRIEZE PRIOR TO ORDERING DOOR I I _______________________ _________ ___ _______________________' _____ F.O. 7 EXI5TIW FOILHO—ON__WAL__L$ _ NEW RAILING. _ U POSTS TOMATCH EWAL P ECVAI. l E%ISTIN6 r, GARAGE U l� %T I/4'LVL o N HOR,(ABOVE)SHAVED ems. L WWI TO 6 1/3'MIN.DEPTH4%4 P.T.POST(CONY) I/ • O UP TO lSRAILING;W/IX GAME ROOM "*" WRAP 'xs'F1NJ U y `E%ISTINB HOUSE ; - IX4 MAH.DECKING ON- P.T.3%B5616'OL. FOUNDATION PLAN' _ (Q SOALEr 1/4' 1'-O' 0SECOND FLOOR CEILING LIME ABOVE (3)P.T.2% BEAM WALL/DEMO 1XB TRIM 8'4'TO FACE OF LEGER WALLS Al ITEMS TO - BE REMOVED EXISTING WALLS TO REMAIN I HEM YIALLS O DECK DETAIL AT GAME ROOM DEMO NOTE5 I SCALE 11/3'-1'-0' EXISTING DA5HED WINOC S a WALL5 TO BE REMOVED AND PATCHED AS NEEDED ' OR REPLACED AS NOTEO. S E C O N D F LOOR PLAN 5 0 A L E N/a I -O � -�:YO'OVUy�C-fa,g`p L,aptt=_r'Q naps;�c b c1Z Qp, 2 �O,co_n_��o6et �va� car EXISTING HOUSE EXI5TI%HOJSE 2`$Q�Q�dOs0��6p000 js cv Vpcoast avc VERIFY HEIGHT OF �' E%1ST.FRIEZE PRIOR (3)13/4'XTI/4'LVL .. 'QuO+t+V-:I ?¢�V.`I-a-DU TO ORDERING DOOR NOR.SHAVED PO N TO 6 1/Z' IHI"DEPTHve 1'1 '^1 REMOVE EXISTING WIIDOO '• EX SIT FREEZE PRIOR = W J_ e REPLACE YV NEW FRENCH s TO ORDERING DOOR - �j Q f Q DOOR(FRAME TO FIT 0 W EXISTING R.O.HEIGHT, ---- --- PATCH AS NEEDED) REMOVE EXISTING WINDOW -- F--1 I 1 O W p DOOR(FRAMES TO FIT�LH IS) 1lLL�`I �/ ,D w EXISTING RO HEIGHT. Z H ® NEW RAtLIN6 BALUSTERS,e PATCH AS NEEDED) O V/ k POSTS TO MATCN E%15i. RE————————— NEW RAILING BPLUSTERS,I 1 POSTS TO MATCH E%IST. Q W l) ....`,`...... .,... 1X4 MAH.DECKING ON a - GAME RM. W P.T.3XB5 o 16'OC. U) H EXISTI%WI3 FLR EX15TI%�,9 FLR Q O Q 0 ®SECOND FLOOR ___________ q_SECOND FLOOR EXIST 5 B F R. H 65EwNDFLWa '" LIDLA i (3/P.T.1X8 BEAM - 1 ; \ B.Q z0 LL F w !3)P.T.3X8 BEAM � MW� t( IXB TRIM - - P.T.2XB5eG6l OC.N 1]Ck O 11'O Q P.T.3XB LEDGER P.T.3XB LEWER GARAGE Q (n �- /�� (BEYOND/ �V 4.P.T.FINJ P05i LP TO RAILING;W/IX WRAP 'ob n0.: 050j 1�••,e' 91 IWI I o 11 4X4 P.i.POST UP dote APRIL]3,3005 TO RAILING,' IN TOP OF ye2gp(5'%S'FINJ TOP OF B'-3 I/4' EXISTINE FOMD� _____ ____________________ __ EXISTING�OIMD. . DIA.00 FOOTI OF TO D. TUBE ON 34'DIA. '816FWT'FWTIN6 ......... c AS NOTED r � ... ..., .. .. .. a ele r r B'DIAC OO NCRETE r r r r r r r AIRS 4 IA. ' i t uW KMW r P "BIGFWT'FOOTING P r 1 2 1 I i i i i r Q de � ev. W Y W N ay. O < REAR ' ELEVATION LEFT ELEVATION SECTION Q SCALE. I/— I -O' SCALE: /a' �prySOALE� I/4' I'-O" N A —1 h c � eht: I Or � ' BOO PAGEI REVISIONS: REGISTRY OF DEEDS 40 WEI 11/Z5/®.ADD DRAINApE A TRUECOPY,ATTEST ----------------- -- Wi'�eCEn. JU 11 a SL f11`68 1.. n -NS•7/i22F---q?siBp - wy /SO• -EASEMENT Ls.-C.•]C,�_ I L N/f STETTEN __ j.' oI __.�Acoef� .1 EA &.. OANIE C. 10219a 9's ARo NSP/y�,. P N i�M9f# ems I N25�7'49'E 500zA - OPEN SPACE cd`,cPCtE •� � -�1-- •-'4O`''. ;�' /,, •_ \ tD' 4yE 142br V UPLANO•191.526AS.F. `aG aOJt P•_--- ' /;/ REFERENCES: N26'27' ;5{�5' \ NETLAND-13.630•S.F. �5t 6P E J r,A Jg 54j5, s6 \ TOTAL-205,156•S.F. bi c� Bi DEED BOOK 4425/?72 J�AR/) ;339Y , se - _- /is nNo --_ PLAN BOOK 40B/75 +�" ro s`' EXTE ttEANouT •� 1 �`'���•``/,� PLAN BOOK 39I/9 \ _ EXISTING 50' WIDE ! �: PLAN BOOK 991/4 TM„gR0S0N N.JpryAS ' 50 ISt> 4qE Ns •��\ PLAN BOOK 506/80 h 4 / ROAD TUBE 010 N1B s4S LOT l5 EASEMENT -- _ t yLJ ��_•� s `' t d LOT lJ 1 g /cos �F LOT 14 , 19274 1 SF. i M,BIY• Sf. u ''� u� LOT l2 LOT /3 IT.ms . ss�, a+4 aG u m _ I/' ',� `� 0."r AC M N _ NJ t 1628/=SF. OAO 1 AC <^ 5096 R•r50Op /)? �.\ • '• • 9 �. OX 1 AC x n D oN ' 17J�gJ4 RQA •IOOAO F �c LOT JO o o �•36 3 Y L ii I C,'P ..� PROJECT TITLE: A4M 1 SF$ L'g5 71' - 79,g6• InBa E NIA 30lT'N v �6 C41S�Om� - r _ ' v3p3 FpF°4 ssp� L•9624' y s�z3zl�" 501 WJO 5 21t10 Nd' SS/`�,64• 4frl" 0 '4•.r�• �.E.r.j R•2oo.oa -- '- �OPOS}De.34' 101# G W/R DEFINI TIVE - j� 4. DRAINAGE - ON i !?J✓6 *l3 n / 20 P / 9 y�6 2�£ HILLS OAd s 96X 3G� r N EASEMENT o D /o"� PLAN OF LAND .P '1 JAY•�g£ q j� L•12o 29 _ LOT l7 it 3q 55 ''1Q a LOT 16 $IOw,r,�ry 5 d �, - $ o PCB BARNSTABL E 'S�12476 1 SF.a IV ' u LOT 9 r. ..� +c AQZ9•'C If 1PP' ' COTUIT v 1&3M•SF. \ 7 P� gJR v 00 ax. AF .�n` �� 629 s �d 9 t1� P/\60 AIR: gl9z 32 IN1a4b4 R•25DC) gF 119br E Gt. �� - 522 gPPO L•3927': N2C 3g 1z r „ zf s� 5 T\G PREPARED JIVR $i LOT S OPEN SPACE Y7 "\ DAN/EL C. NOSTETTER lT - /2864 1 W. •,t I UPLAND-190.224•S.F. y D30r AC, •\ �t•� I M:!LAND-1 a.486•S.F. •a TOTAL-208.710•S.F. ` cri u 'JO E a •� f:, U y 1?blg�j •'., /L �b' S � i t0•Eus rq,p �' '&'.• �= �6, E LEGEND •`'•._, S- �_ LOT 7 4. 4XV9- SF. -oww- ovERle4o WIRE �.-• '•Y �� ••�• m p: QTP, N_ . �p �1� t O CONCRETE BOUND �yo p -•.1T� of 10 BE SET V Q 1� � +N`O O )�' J" • UTILITY POLE 1J a:��'� '(,•act Q� N - N/f TOWN OF 84RNSTABLE LOT 6 PGu J7.2E9 r SF w.:..;i:• �P QAG 1 AQ ;-, .5D P LOCATION MAP .adakot P1ac• 81?' .�• L/M/T OF VEGETATED W£TLANO LOCATED Rout# 20 _ u�±\ ,�1 ,' y'd •1• ,g y6'S O ON THE GROUND BY TRANSIT AND STAO/A SCALE �•�B3'• Ma6npaa. Na. m- - .\• -•. 'SN. f- ,' �� 9t`j• - ME TMOD. - 02649 •. THE PER/METER /NRJRMAT/ON SHOWN HEREON 017 477 Y525 -•� v `55` �S,$ LOT I 1FA� WAS COMP/LED FROM PLANS AND DEEDS OF ZONE: RF o dat' LOT '' N.A13 r SF. �� I��4 RECORD AND DOES bur REPRESENT AN ACTUALVON ,. z QYT r AC SURVEY ON THE' GROUND 15 ASSESSORS MAP ?S o '�' N/�� UP- t�f _/E �tFn h� � 60� �� \ r ASSESSORS LOT 7 �.•4 AREA SUMMARY A y, !� LOTS n F �t � iNr y � h� THIS PLAN HAS BEEN PREPARED IN CONFORMITY »` WI-AND.' 267,713•S.F. 6.15•AC. -C ' _ hA - ?yM,',✓ METLANO.' 0•s.F. 0•Ac. ��Srr CC'' WITH THE RULES AND REGULATIONS OF THE REGISTERS TOTAL: 267,7l3•S.F. 6.f5•AC. 28.8% `n LdT,-4 ••'•`• ue CD OF DEEDS OF THE GOIIrMOn�N1'EALTHnOF MMAAS,SACM/SE7TS. ROADS 116,1B9 A Z S.F. 2.57•AC. 12.4% �( 1 . 5 /JB /�/Y.ri.� /C• /EGG �/' OPEN SPACE 0.S0• Zdt Pt �� OAT/ PROFESSIONAL LNND RV�/ EYOR Oat /9, 1947 L.PLAINO,' 514,568•S.F. 11.81•AC. ,�.�_�' ••.,'4b4r t $y � a APPAWAL UNDER THE SUBDIVISION COArTRO! NETLANO.' 32.116•S.F. O.74•AC. ` GP,P LOT v, •� v p�`t1= �, LAW REQUIRED. TOTAL: 5I6,681•S.F. 12.S54AC. $8.8% / _ / a 140 a SF.' 'b { DATE 'f�`j P1 b' TOTAL 930,566•S.F. 21.37•AC. /00% LOT 3 u O.T7+AC, '��-•-- 24968 t SF. �1 UP. 4 O \5` `A29 0.50• Ac p�gy�N �� - • _ r ,r.1L •J BARNSTABLE PLANNING BOARD o CLERK OF THE TOWN OF BARNSTABLE.HEREBY CERTIFY THAT THE AGTIC£ OF APPROVAL OF THIS PLAN BY THE PLANMW 1193r Z915g Oti�f# BOARD HAS BEEN RECEIVED AND RECORDED AT THIS . 6 OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED PAC' OPEN SPACE Q� DU#WAG THE TWENTY DAYS NEXT AFTER SUCH SCALE. /' 60' C UPLAND-132.Bt e•S.F. 0 RECEIPT AND RECORDING OF SAID NOTICE. NETLANO-O•S.F. TOTAL»132.B18•S.F. $ / 1 O .m �_e .4a - / /� �• .�. �11;I•e"b�,.L-.DATE TOWN CLERK OMP DE51 N: ` ; � •Q� 1 T� _ 594,7!' _ V ` CHECK: P.R.R. 1 I 1 / I 1 53E58 T/'W Ano.�-.Isrl.r�»r.,y.1`4 DRAWN T.A.W./R.CH • % p ph.w w�u:..wa r..1•�i THIS PLAN SUBJECT TO COVENANT IA/M�T�f. tiff a.•�.,. FIELD: 51$72 N NT DATEDFILE NO ,1 RAMK)ND R. 8 WAIF ANTONE PHILLIP M. 8 ✓UO/TNM.VOLLMER \ AND ATTACHED HERE TO. DVVG.N': 7?00 PB AVOGERS 1 SOUZA 1 DWG.O: /?5B JOB NO:3.A47?.00 !�3- _ O e DECK t4'-0" — --- ---- -- O 7 58 2. - 4 LINE OFI CA TILE ERED DECK 'ABOVE � o F 1 1 'I V OLID BLOCK ING F LLI +I y2 15 2 p;5' I L ' D GARAGE LAY ' Q Q '4■ REINF. CONC SLAB I OD 1:. PITCH .TOWARD DOORS = KITCHEN �� TO DRAIN . R 30 X30-X12` CONC. FTG F' O Q POST �:. O O v;o e ui POST POST POST - POST ON .. Cl O L J 3/1'X9 I/2' LVL,BEA DN 13 y 13)f1.3/1' '1 1/2" LV1: BEAT1 Q o X =_ -____ -__-________ -----_ — a. 1 12' 13'-4" . 2'-I '-9y" 3,_O•, 8. �. . 3•-1. yz. n a CASED OPEN'G 2 V SOLI KIN — Y Q" tV . ,r I I B OC G I , _d 1 FAMILY ROOM: , c� li LIVING: ROOM G G E E ` _ i LLI Op 0_ OI ABD GAS U UP I p� FIR EPLACE Q R — Z � N jq in r - , 1 F YE �Nv 4) c'-c . n'-0, L._L� 4._O. -I'_c• ,� _L- ._o� �'-0 �._L• � xa o 2-4'-0' 40 t) FI IRS T. SLOOP' PL,b N +'4Lj3r2 'Sp FF. IOLe sF TOTAL 2553 SF, 0 : Ln ,.R . _ N r ,. , : ^ k •. a .. .. � � ... n r. r'Fv 4 G4'-0" g 9 ab , r. DECK. C C O ° r . 0 IO Oyz LLI c+) BDRM .#3 ® , a-- wW :\ O BAT 7 ATH31 uj r � 1"iASTER � GAME ROOM LINEN 18 I1 1 o BEDROOM r W '_O''CASED5 PC � OPENING HALL b a. 13R Ov .` v' 1 3/1 X11 1/8' LVL STRUCTURAL RIDGE B of HEADER LIN. q . READ _fj'.o < r. C - 1 1 I 1 �� , BD J .1'-0' KNERWALL 1 I \ RM IfiZ - ® I -------------- O © O GAS OPEN TO FIREPLACE O : 13'-4" I" BEL FOYER -1' I 13'-4 N :i- OW 2 U-I : g : . .. , T-L'. �_yA -O -0•' ��-L'y ,'-L'. ��-0. . .. .` .,I it Z` V C " IL. 4O. SECOND FLOOR_ ._ Gain SCALE: I/8 I I�fBS SF ,. ., cli r O • : <rui r t r I I . ... - - , - : I. ,- - �..07 .-. , a t .. 1. x,. ... l ..'. - .. .. ': ...:: ...+a. r .'k .. - �. . : n ,.f. :. 1 a a F r:, .' ,r ' ' : ..' 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CTYP.7 CLAPaOARD SmING•.01(ER.UgND . MLTRATION'BARRIER =.REP=. ,ELT.' PIG MEMP'. .ELEYS..P'OR LOCATION TE ItL!P. WTAK . - . , : y ALUTi. GUTTER 4— ) - . ]DOWNSPOAM,TO-.. . L. . ,4 ' SPL,48H6 . L -- OCK.(TYP) PLATE N: . fV . . 4 . MBUL. CE.'ll..IHGs mtP.] I ; \ I rr Q r ~' i i .. / I 1 .I L . 115i[ . . I. �--- . — — 2MD FLOOR . . 2XG cANT1LBN M_ — Q.. .. DECK JOISTS'SLOCKED 1/2'_GFINq: .SM COAT --g t::II:CT1_:TO,:.2X10. A s _ . . PLOOK JOISTS' GARAGE SECTIONREsT :'I�.�® 113Ro . . E3WLDER'S ' l2T"I of . SECTION. . M/1 2' s/ - ., _ 8' H) R—t3:B,4TT . MSUL.,EXT. NAGLB CGMT. 9L0 R�I'i:ENERGY.CALC l9RIDGRdG.P, hRD-8P 4N�CT YP I 3/4 PL : FLOOR W/ 3/ R-30.. ....._ '� .. SA17 ,HM% , UNDEe?4LA RAP� . F" lH SC: . . . RE!°G ENERGY CALC _MST'FLOOR s ANCHOR to . 1. . BOLTS' .. _. `. L'�' O.C. : - 2X1* I O.C. S.d . . . :FLOOR J018TSCTYPJ ' .. M, PRaY.. 8PLA8H , 4-2XI0 'GIRT CTYP.] SLOCK8 •,'ALL -(FLUSH'SEAM'AT STAIR).- .' DOWNSPOUTS,.OR. ... .z . - PIF'>•:'UNDERGROUND .,- 3=V2'. 1.:4LC � TO DRYlUELL(TYPY Y. COL . . .. _ . . 13 ,-0. p > I` it CONCRETE I 3'-2 V9 u b .- . G ___ AGE SECT ON . FNDN' UTALL-"-..:.. 31/2' COMC_SLAS.; 13RO..:': . iREINIm.fl.. :p DRS 12T�4" . : .: , :-. 2 tb":REMP!-RODS OPTIO}p . . ._ - . . T _�::�TTn1d-: ---- . -'. OP'_-W,41L..o:2.,8s. . . - .<::.. ,. . ,` too. _ 2-' --X2-.4' _ _ nL .: . - F RODS._IN : . P°OO- GS o, . S. a OPTION - .. 'Xf2 LALLY CO :' PAD [TYPT.< T �: .$-- �.. . . . . Tau . *- . ,�T I�o.ol wrl° uloo . . , , . o SCALE ve•-r-o' .. . - . . . i . . . . tit - . :, . .. . . j,. . :: N • - 1 � r - - : OOR CATION , .. _ .. v• r .. '> .. F� —' _ PI __LL,�PXP� ENTRY .. 1 Y r12 AT p. .. .. ..:. 77 ENT !2'—Su DININ, ROOM 4 O X to FWH 4048A : n RO ., ... BOM ,cLO �T I , s l_. n d 2 . .. .,7 : HALL .CLOSET 1� 11 0 2 L. ;LAUAlD1ZY .; � GAR/HOUSE ENTRY 21_8. INSUL. - :FIRE CQDE G q 011 — „. GARAGE X 1'-O O 7ERHEAD GARAGE 2'-8° INSUL. °I LITE MASTER BEDROOM 2'-4" M,BR CLOSET 5,_0'. X .L'-3'' ' EI-1=OLD -- MBR CLOSET 8'-0" X L`-8" BI-1=0LD MBR/'DECK L'-on X L'-8n 'FWH'_ L0L8A M,4STER #3;,4TH '2',-,�11 .. : BATH: #2 2'--fn LATH 2 :L:INEN LI1�I#`.N 1.'-8n ; , BEDROOM #2 21_LY BEDRM .#2 CLOSET L'7-0" X L'-8n BI—FOLD TT1C ACCI=SS 21_yl, .X L._®,1 L'=p"' HEIGHT TO CLEAR RAFTER SEDROOM' #3 2'-4". CLOSET 5'-0'_X L'-8n — - ,� BEDR"I #3 C U (DI gL LUr W111t�OW FR,41"'(� COl`MENTS _ r a � MAT- FIN, A ' D 2452 2 —L I/8 /°#X 5 -5 1 U " DH 2: 2 C . DH 2_ 2 2'—L "'i/8n X '-'b 1/ . DH-2 2-2 ,11 13/1L X �4 —8 I ; E LO SP'RIN LINE ' 1 -5 /IL REN �SSANCE GRILLES F B -MT 2°811 2 8 .5/81, X I 1 114n. 4 G GARAGE `TRANSOMS �i'-1 X NOTE: USE ANDERSEN ..SERIES ` 'DOUBLE HUNG VITH.'FINELIGHT:'G-R1LLE 8ETWEEN :GLASS.:' r � OD , r � : � � .� . . W 53 r 1 Y'.y? r S YS TEM PROFILE NOT TO SCALE FINISH GRADE TOP FNDN. FINISH GRADE OVER OVER TRENCHES 950. 0 EL . FINISH GRADE 80- FINISH GRADE OVER DIS T. BOX 60.0 SEPTIC TANK •d`0; 0 is o a.v,o o::..oa•.. MM 12" MAX. a a.4a. d'..�;:;�n•; :o�.:ao.c�; e•;:p.q�ae. o. o y'f,�0i:�•• .A'�•b••.r 10 e.•r.� o ' .Q.a o, c ;• TOTAL LENGTH OF TRENCH 2S 14, OUTLET PIPE LEVEL o.'o•P� 3•� �. FOR 2 FT. MIN. iv 60 0 00 78.2 2 f°•:n•:e'e:. s:�:e.r V c�e 7�.7 2 'T7 Al17. 37 7 7, 24 ° db C. I. OR P VC TEES :� $ .o o.�e o• � b� P 1500 GALLON ti D. S TRIBU TION BOX a do BSMT FL . o INSTALL ON LEVEL BASE 500 GALLON OR Yi✓EL L S EL . 74 :eao PRECAST CONCRETE H— /0 REINFORCED i �• � o o;bp..bp�o�,v 0.•0•i::p � Q.;o:����: ���•°a�'ab�o: TRENCH SECTION SEPTIC TANK INSTALL ON LEVEL BASE NOTE.' EXCAVATE TO ELEV. M/A OR 74 LOWER TO REMOVE ALL IMPERVIOUS MATERIAL BENEATH THE LEACHING AREA 4" DIAM. �2` MIN' 72 6 q 3" OF 1/B"-?/2 ?O REPLACE EXCA VA TED MA TERIAL WI TH " CLEAN, CLAY FREE SAND . e '. �' .�,•, HASHED PEAS TONE ":r e r.. .:V e• . N 26'27' "E 3/4" - 1-1/2" WASHED ti; _ °'i•• 54.35 CRUSHED STONE �$ TRENCH WIDTH GENERAL NOTES 76 1 . AL L EL EVA TIONS' SHOWN ARE BASED ON NUMBER OF TRENCHES ? ' 2. ALL PIPES IN THE SYSTEM MUS T BE CAS T IRON NUMBER OF ORYWELL S 2 OR SCHEDULE 40, PVC.. OBSERVAT _. TON . rrF 3. THE BOARD OF HEAL TH'MUST BE NO TIFIED - P-97BB WHEN CONSTRUCTION IS COMPLETE PRIOR c TO BACKFILL ING' PERC05 TION RA TE.°t 78 MIN./IN. L O7 14 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED 1 75 5E)5 S.� BY THE BOARD Off HEAL TH AND CAPE C ISLANDS NITNESSED BY- RVEYING CO. aNC. DONNA MIORANDI WETLAND �L, 42 3 SU . m 5. MATERIALS AND INSTALLATION SHALL BE IN BARNS. B�qp� OF yE,gL TH DESIGN DA TA N g COMPLIANCE WITH THE STATE SANITARY JIjL Y_12 �0 CODE - TITLE V - AND LOCAL APPLICABLE DA TE.• ' RULES AND REGULATIONS ? # ( o M-T NUMBER OF BEDROOMS 3 m 6. NORTH ARROW IS FROM RECORD PLANS AND 0 dw LOAM W I,.oL�r1 �— „ R - GARBAGE DISPOSAL 1 6 -70 IS NOT TO BE USED FOR SOLAR PURPOSES r 6' p � f� �— GAL . 7. •FL 000 HAZARD ZONE C (NON-HA ���� � DAILY FLOW - GAL . �, . w 4Rr I ,��,I,r,••• _ �,:< v B. WATER SUPPLY LonM LOCH SEPTIC TANK REO 'D. �Zf GAL . IOYa s " SEPTIC TANK PROVIDED ` I 17 LEACHING REQUIRED - GPD. MEDIUM MEDIUM a J t � h � • St�1J D SpJJ D l+ In . . . N ,� lorn ioYl'z 6/6 p� _ 152 q ti. . 2 �0 Goo S�5PWALL A0% S,�1.2 8� S. F. X G1Sy.F. = GPD. QZr ,q %1 L®p (12C-SEizVE I GZ 83290M AREO. 74"'_S.F. 243 M I __.J LEGEND Gz F-(WE rife S.F. X G/S. F. = _GPO D SIN LEACHING PROVIDED - GPD 3' t 7.B4 N I OY{Z 7/G I O yr-?�6 " PROPOSED ELEVATION 12o NQ_ NgwP7EtZ _ 12n" :No MouNeWoTEr2 -74 1 , --80-- EXISTING CONTOUR SINGLE FAMILY RESIDENCE G Itt OBSERVA TION PIT ❑ DISTRIBUTION BOX 4 PfaOPOSED SEWAGE DISPOSAL S YS TEM In � =r 7 2 70 6>3 6� ===_; TRENCH j h W PREPARED FOR 0 o SEPTIC TANK v ,� Mc SHA NE CONS TRUC TION LOT 14 FOREST HILLS DRIVE t�ENG1, �rz� i=:=i RESERVE AREA BARNSTABLE—COTUI T—MASS. AIM O� G. I�51N . EL. r9. G'S• 'T 8.00 PIPE INVERT EL EVA TION i ` b y =r - DATE.' JULY 712000 CAPE 6 ISLANDS ENGINEERING D - SUITE 301 PLOT PLAN SCALE AS NOTED 800 FALMOUTH ROA SCALE.' 1_"_._.?�-O' �5 7-14 1�4 I C ;, PLAN NO. 5U70700 MASHPEE, MASS. - a MAP SEC Pa L OT DATAPRINT 615775 :•:, SYSTE lei PROF L NOT TO SCALE FINISH GRADE TOP FNDN. FINISH GRADE OVER EL . I - �7 FINISH GRADE B VER DIS T. B'OX OVER TRENCHES • J FSN?SH GR�9DE %e 'Pe SEPTIC TANK KJ. •o is •. � 12" MAX. ;'g;q.Q•ap p 1•; .0..• o`•• b'• .0• .•.0.., ', .j,.;�'e•. .p.p ..e..a. .p'. qr,a ei� Q Q•o_o• 06. TOTAL L ENGTH OF TRENCH a 3„ Q. OUTLET PIPE LEVEL a FOR 2 FT. MIN. = QC.de•Q �'D :.y Obi. `a.: .O '� o .o .! p,• coop : e ,4 •A. 'b'.. .O 8 .'o. 78 02� �a _. o so�eoA 7�_72 C. I. OR PVC TEES `77 -7 `Z�7. �7 � ?• 2a �7 OD :' �4' •0 p.'p,G• e' b� °o°..o 1500 °a: Q.p GA L L ON D. S TR�IBUTION O BSMT FL . o°:o.o S a o.. '. 500 GALLON DR YWEL L EL *74.0 ° INSTALL ON LEVEL BAS O.F E a':'a:��T °'o o PRECAST CONCRETE a RCED ... . . . . ebH_ __ /0 REINED d• J ' 0 4•a'o�o.P,:,�•.b•o•e: o'a::b�••:v•a'a•4ti.o' v��;oc�� Da a'.c�x+a .:,' . .o•°•• •o'. . . _TRENCH SECTION SEPTIC TANK INSTALL ON LEVEL BASE NOTE._-:• EXCA VA TE TO ELEV. Ia fI� OR 72 LOh/ER TO REMOVE ALL IMPERVIOUS 70 All TERIA L BENEATH THE LEACHING AREA 4" OIAM. 12" MIN. REPLACE EXCAVATED MATERIAL #ITH ' •�►jw�� 3" OF 1/B"-.1/2" CL EAN, CL A Y FREE SAND o4, d e. A )VA SHED PEAS TONE N 26'2 sI "E- 3/4 „ _ 1 112 0, #A SHED �y e$� 54 CRUSHED STONE '; /t�� °� NO TES TRENCH WID TH G'L�•NEA�.. 76 1 . AL L ' EL EVA TIONS SHOAW ARE BASED ON NUMBER OF TRENCHES 1 2. ALL PIPES IN T . ` � ,T=eY ,Mtl_c°T RE !.A57 IRON 75 � • NUMBER OF ORY6s/ELL S 2 OR SCHEDULE -40,.PVC. O SER VA T.�, ;f ' 3. THE BOA RD OF Hi�A L TH P r^'�.�":S T BE NO TIFIED P-97B,�' � HEN.. CONSTRUCT�'ON IS COMPLETE PRIOR PERCOZ A TION RA T C 4. ANY CHANGES IN <1 m 7� L�7 14....,.�.. To BA cKFIL LING THIS P'L�G N SUS T BE APPROVED MIN, �IA`�. BY THE BOARD Ors- HEALTH AND CAPE & ISLANDS )VI TNESSED 3 Y.- SURVEYING CO. , INC. DONNA MIOR:AND .5. MATERIALS AND 'INS TALLATION SHALL BE IN BARNS. COMPL LANCE k/I TV THE STA TE ,SANS TARP �� 12, 2����lL TH DESIGN Ofi Till CODE - TITLE V - AND LOCAL APPLICABLE DA TE. - - - - _ - ,� m N 1 DEGk - RUL ES AND REGULATIONS 3 `0 " r. � W , � © : 1�—�� — - NUMBER OF BEDROOMS 2 m b. NORTH ARROW s S FROM RECORD PLANS AND 0 dw pw - -__--- ° , ,�o _ L oo►~t 2 LoL�i� C (NON-HA ZA RD GA RBA GE DI SPOSA L IS NOT TO BE dJ.SEO FOR(SOLAR PURPOSES G�" l o �z r" 1�iZ01 5 Eb \ 4 I 2O ZONE � _ �' � ,-- , �-� DAILY FLOW � GAL_ . 3 SD9,LM5� i .�. •FL 04�0 HAZARD ? �� DY � �t�Jti r GA L N_--FULL �15M_T 8. WATER SUPPL Y r} L o o r 1 L odr t SEPTIC TANK REQ D. �tA�' ?2 !: IoY �� - ���i.Q 'ri=` SEPTIC TANK PROVIDED 500 GAL . 330, _- 24 N G I G I LEACHING AEOUIRED — GPD. l�` r M �- > N ,� �, loY I 152 \� ` St 'ALL A�E4= S.Ff2 I , r- - S. F. X F. = D. - ---- --- -- G/S. GP (12E5lr YE I • ,G2 - r C� B§S�OM ARE . 74 5. F. 243 C- ---I L G D i N 1=I t� 5..F. X G/S. F. = GPD �nN D a.N D 1 - LEACHING PROVIDED = GPD 107.84 N ----- � t OY v- /� 10 z' f E �4 7� 78 32�0 �--IS OPOSED ELEVATION— �� --• ; TING CON TOURts , SINGLE FAMILY PESIDENCE d' ISERVA TION PIT .. ® DI TRIBUTION BOX `" �+ �y�+ O POPm�SED SEA V E D��PV e.JA L YS TE� . in �------' TRENCH 72 70 6S 6� ___'� PREPARED FOR o o SEPTIC TANK v MC SHA NE CONSTRUCTION LOT 14 FORES T HI L L S DPI VE 1S l„k�.121�. _..— � • i RESERVE AREA EL. a h BA RNS TA DL E--CO TUI T—MA SS. PIPE INVERT EL EVA TION w" PLOT PLAN DA TE.• J u L�( 7, 000 CA PE G ISL A NDS ENGINEERING _ � � -7-I4 i SCALE A S NOTED 800 FA L MOU TH ROAD — SUITE 301 7- SCALE: �i - A S r MA SHPEE, M S. LAN NO ,��-"� -, � I �, S YS TEM PROFILE NOT TO SCALE TOP FNDN. FINISH GRADE OVER FINISH GRADE EL . b I - C7 FINISH GRADE 8O- FINISH GRADE OVER DIS T. BOX 50.0 OVER TRENCHES BO. O q''i i,'o ,4,0. SEPTIC TANK f�0.2 'a.o,br p a p o::.,00... 12" MAX. 'o'o;p 0 a o'4'a �: . :'fy: :va.:ao.D� 4.'::Q.e��p•`:aao°y'a��i�':' • •e'a•tit i0 a'a o:'. p TOTAL LENGTH OF TRENCH 2S OUTLET PIPE LEVEL o.'o.P. , 3„ Q, FOR 2 FT. MIN. 6'- roll . e•.b 0 -- Q•A:� D ., 0><• `w: -.Q: ' :�.- '.D: ' '� '4• .•a•• v � b b..Oi � :P►:0�'D' aj �o r�• 6� � <P: .,Y ;Ao ;oe :� •p:epo�tJ q:� "'E7 ► ' • y y -7 i 00• oy qP e� 10 a o db C. I. OR PVC TEES e� T7!�7 7�• 20 -T7.00 C t� ,, °• i 1500 GALLON ti DIS TRIBU TION BOX BSMT FL . INSTALL ON LEVEL BASE "500 GALLON DRYWELLS " EL . t 4'v'a • PRECA S T CONCRETE '.Q H— /0 REINFORCED aQ• b4: I0 �io:a ao.d'o•.c' �'n•'b:•'b Q'o-0.4►-• °pp:c p' � °•• °•o'�� . •••O,.ObO•o� •V? '� •0••e:.�. •�.Q•P,•I:OOPC ,,Q•� .;b.P: SEP TIC TA NK TRENCH SECTION INSTALL ON LEVEL BASE NOTE.- EXCA VA TE TO ELEV. ICl/d OR 74 LOWER TO REMOVE ALL IMPERVIOUS 7Z -To .. MA TERIAL BENEA TH THE LEACHING AREA 4` DIAN. 12 REPL A CE EXCA VA TED MA TERIAL WI TH 76 �: ' b: . � 3" OF 1/8"-1/2" a d.' b ja�CLEAN, CLAY FREE SAND WASHED PEA STONE N 26'27• • 3/4" - 1-1/2" WASHED _ 54.35 E °`b o; �A// 0 EL_ "7r7. 00 CRUSHED STONE — 5'-7.. GENERAL NOTES TRENCH WIDTH 76 1. AL L EL EVA TIONS SHOWN ARE BASED' ON NUMBER OF TRENCHES 1 2. AL L PIPES IN THE S YSTEM MUS T BE CAS T IRON NUMBER OF DRYWELLS 2 3. THE BOARD OF HEAL TH MUST BE NO OR SCHEDULE.,. 40_. PVC._,_ OSS VA .�.� ON P. T TIFIErO P-9788 � WHEN CONSTRUCTION IS COMPLETE PRIOR TO BA CKFIL L ING IPERCOL A TION RA TE.• 78, L 07 14 <5 MIN./IN. 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND CAPE 6 ISLANDS WITNESSED BY' SURVEYING CO.. INC. DONNA MIORANDI W ET LAND EL. 42 3 m 5. MATERIALS AND INSTALLATION SHALL BE IN BARNS. BRO. O yW TH DESIGN DA TA rn g COMPL IANCE WI TH THE STA TE SA NI TARY ,IUL Y 1 2000 to N * , �3: `•'' m CODE - TITLE V - AND LOCAL APPLICABLE DA TE.• N � P ' �' to RULES AND REGULATIONS o {�jT # I oI7 � NUMBER OF BEDROOMS 3 z m 6. NORTH ARROW IS FROM RECORD PLANS AND ew Ow NO— �3 �o IS NOT TO BE USED FOR SOLAR PURPOSES �o" LO&M 6" Lot�r� - GARBAGE DISPOSAL l�S2OI�SED C (NON-HAZARD) 1p JJU GA L . • 3 BDIZM u5E o 7. -FLOOD HAZARD ZONE DAILY FLOW FULL. 155MT i" �Z 8. WATER SUPPL Y �oo� Lo l SEPTIC TANK REO 'D. � GAL . a � � �, 1 OYIz S �I - - SEPTIC TANK PROVIDED GAL . N iS,T9 A „ 330 N - L EA CHING REOUIRED GPD. MEDIUM MEDIUM h e . . N 1 \ IOYv- YIZ O I S5WAL L Aff�4= 152 S.1!2 S.F. X G S. F. = GPD. BQQZzZZOM ARE,q = 29 S F. 329 O. 7 -S. _ 243 LEGEND GZ I N E I N E S. F.X G/S.F. _ _GPO 3 N = f SON D L EA CHING PRO VIDED - GPO 197.84 I OYtZ 7 IC .i /G I O Y 7/G PROPOSED ELEVATION IZo" No xOUNowo7Ei� iZo" -No �ouNt7Wa'rE12.,; 7<0 ------- - _._ -_ R ——80—— EXISTING CorrTouR SINGLE FAMILY RESIDENCE C OBSERVA TION PI T o DISTRIBUTION BOX PROPOSED SEWAGE DISPOSAL S YS TEM n It h � 7 '70 68 === TRENCH y i1' PREPARED FOR 0 o SEPTIC TANK MCSHANE CONS TRUC TION LOT 14 FOREST HILLS DRIVE N GU ML�I21G RESERVE AREA AIM a " ' BARNSTABLE—COTUI T—MASS. '78.00 PIPE INVERT EL E VA TloN b t DATE: J ULY 7, 2000 CAPE 6 ISLANDS ENGINEERING PLOT PLAN - SUITE 301 SCALE.• 1 "_ 1J' Zr 7_14 1� .,, ^� SCALE AS NOTED 800 FALMOUTH ROAD MASS.. -- MAP SEC PCL LOT f, '=''- % "^-ar**° PLAN NO. e0=00 Gel DATAPRINT 615775 -- --. _ --- - _ _ _ LJ t IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE BEYOND 1200 SQ, FT, PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS. NOTE: A SEPARATE PERMIT IS FOR THE INSTALLATION OF SMOKE DETECTORS THE DELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. 777 I auv...au::.t««v,navxwnnv:vur.+r,r Auwwa.,.:w.nu� f y ^ m , ':: ,.. _.., � vwwv � :,. .: .fin..�:. ,.. �,, .. ,, t:. .,, ..;, •, .t { :� '• r v, .,.x,w.,r.w.r,v+w:.w.a.+w.Ww�w+'irsw ,.n _ _' `�„r.'^-"' N F 5=„ M ��IIII , } , f _.-- :: -777 J ..z:... t [ F n , �-��•�-� z i r - ', r' ; : , ...,.. 'r ,✓nF'"a ,.: .. ........ .. .,.:- , kk te OF , w u 4 w , 1 , r - .. -': •werap:v..x:.2+.n:m..,aw.areiwW*e+••,••++•+ ,+uv...+..x+u«w ,W,yeWUWr,: :. � . _ +IOMM 6 Of SCALE;„ APPROVED BY: DRAWN BY DATE; REVISED 3 Jco r r,s j- l 1 t l ?Z-' DRAWING NU ER. J w', X poll, 71 1,4 V1. '77' 47 All XT Ar., ........... 'evi 11 �F 411 -rup - To!m 47. ,ao4c- -a 7 ........... ET A—A-t L:f VA &1921 AWL 45 -77 -7 ziz� 4- ........... OF MA" f,2 AWN�BY OVED BY: AM REVISED. DRAWING NYMBER DECK - oe o> �y -3 8#y2. ol �. pa DECKF CANTILEVERED ANILE ER£D I 1, 4 a 10 O O , _--- 1 0 i BLOCKING mj L D a^' GARAGE _ _z ' LAY s u ,- O O 4' REINF. CONC SLAB f-, 1 Q ci PITCH TOWARD DOORS X' ab " KITCHEN M\ �� v TO DRAIN 3 1/2' COLu11N 1No _ ON 30'X30'XI2' 8 © J2141 1 o r N c T CONC. FTG: POST O O to APOST POST" POST � e 3 _Q L , DN (3) 13/4'X9 1/2' LVL BEA DN 113 (3) 1 3/4- 19 1/2- LVL BEAt1 Q Q y R X ---- --— -------- _ gg 12',-O" 12'-0" 13'-4" 2'-1 '-9 y�" 3'-O', 8'-O' 3'-1 ys" N ---- ----- ----� r-----------------� CASED OPEN'G BLOCKING ; FAMILY ROOM • 'U , LIVING ROOMLn OPE Ul O O ` g G G i ABO E upR .�� FIREPLACE O Z 1 F YE _ �m is cli -O" �1'-0 - cif ° I4'-0" 8'-U"" IL'-O" Z e 24'-0" 40' O" A FIRST FLOOR PLAN FF IOLB sF ° SF 1485. SF 03.0 v SCALE: 1 8" . I'--0" TOTAL 2553 SF '� V- _ O o Q L.n o� cv r