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0099 PHINNEY'S LANE
�9 �v�y �� �� � e +. T 06/231/2005 15:31 508-394-3266 WILLIAMS BLDG PAGE 01 CONC. FEMA FLOOD "C", DAZEA 8/i9/1S85 ZONE DISTRICT. PANEL #250001 0005 C FOOUU�NDD 19I.OS' N2@�" CONC. Bran POUND 1� 60.3' CONC. 95.6' OWND EAST FOUND 9IED 11.8' b u� my v q FOUNDAIM TOF00105.1 0p9MO g 8.5 BARN a 5 4' S ' N � r 31.3' C18Z.O4' _528W45'W -_---_�-_ Ur_��- SIUEW SLK _.- -- -�- --.- - --�' - -- m PH � Y LANE OF P� — qpu PREPARED FOR' a — --- — mrg JESSICA "U133. _�^_�~! 102 CENTRAL AVENUE NEWMN, WA ul 02460 -- I HEREBY CERTIFY TO THE BEST OF THE B$C GROUP, INC MY awuu- 040KOGEo 657 MAX sTRFxT WEST YARMOUTH MA. l+IIpOR M7M AM BEM THAT T S'or co omS TO a � CERTIFIED sccur- >j' DEYERMINED BY INSTRUMENT SURVEYLL ..P1 PLOT PLAN aATE.4/22/05 O AS Sl CAW ON THIS PLAN ARE CORRECT 1rp�71 �� PHINNEYS 'LANE Bsc#0771.00 f 'C - �...• aS 1>� CENTEWL.LE CR G A. FIELD. PLS DATE SHEET 1 OF 1 © FbR THE BSC GROUP, INC. 4AP.S�sAGkkUSETTS ti f0 G r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION } D� &01ir map, Parce _ Permit# 02 �� Health Division c ! O S� Uo —0 6 � Date Issued _52 >� J Conservation Division Application F Tax Collector A)� �owN Permit Fee DDE Treasurer EP r eC e,fS EM Eli,NS LLF,D 16g comPlanning Dept. iY� � z� 1©� �ITHTITLEDate Definitive Plan Approved by Pla ning,Board ENIVI ONMENTAL Historic-OKH r� � reservation/Hyannis Project Street Address �aY- Village Clan e(Y01-0- 1 HJ9 06Z(036? Owner t55i UL 14tk i Address IN Cen+ra,l AYz I ft&n Mtn mq6 Telephone ((�11� �3a " ®7 F Permit Request A/W 3 b e.dmcm —5; 1ozAin µO&Aax k'fY1 L Square feet: 1 st floor: existing proposed A 2nd floor: existing proposed _ Total new i Zoning District '1 Flood Plain Groundwater Overlay i ' 1'i e_ 9.P_0_b Project Valuation� 121600 Construction Type � ' Nadine Lot Size _S'c . 4 = Grandfathered: ❑Yes �Ko If yes, attach supporting documentation. Dwelling Type: Single Family 2 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 9'No On Old King's Highway: ❑Yes Cad No Basement Type: &(Full ❑Crawl Cl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft.) O' � Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new�� First Floor Room Count ' Heat Type and Fuel: M/Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes QrNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes E(No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:,❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name /M/ > 0_JWs Telephone Number �c5�� ),3�_2 Address A// j Ski ,14ilv Ig License# (S Q0() _11155(121( 27 Home Improvement Contractor# L[ r M Worker's Compensation# (7 X0O?023/ ALL ONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO fiC N SIGNATURE DATE r A"J '3 FOR OFFICIAL USE ONLY 'PERMIT NO. DATE ISSUED MAP/PARCEL NO. i } ADDRESS j VILLAGE , OWNER DATE OF INSPECTION: FOUNDATION 4-I R-0 5 - • ' FRAME INSULATION � °LSS6 Cr - "\ c- FIREPLACE ELECTRICAL: ROUGH FINAL `T t PLUMBING: ROUGH k FINAL GAS: ROUGH FINAL . FINAL BUILDING DATE CLOSED OUT 9 , ASSOCIATION PLAN NO. , a � TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 209 052 007 GEOBASE ID 35326 ADDRESS 99 PHINNEY'S LANE PHONE CENTERVILLE ZIP - LOT 7 BLOCK LOT SIZE -_ DBA DEVELOPMENT DISTRICT CO / pE IT pp55��pp 3 gg //gg ggAA HH// NN gg MMpp i PENT TYPE SC003 iffElIPTION CERf TCA%TOFS6CCU�NCYDULAR CONTRACTORS_ T T ARCHITECTS: Department of F Regulatory Services TOTAL FEES:;,,r�-� $25.�0 BOND �`; $; 0 �tf1E CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE BMMSTABLE, MASS. FD NI�A'�Al BUI1tDfNG,, SION DATE ISSUED 07/01/2005 EXPIRATION DATE Y `..i TOWN OF BARNSTABLE � BUILDINg PERMIT PARCEL ID 209 052 007 aGEOBASE ID 356 ADDRESS 99 PHINNEY'S LAZE PHONE CENTERVILLE ZIP 4 LOT ;7 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT TYPE BUILD TITLEIPTION NEWDRESIDENTIALOBLDGRPMT CONTRACTORS: TIM WILLIAMS/WILLIAMS BUILDING CO. Department of De ARCHITECTS: P Regulatory Services TOTAL FEES: $762.82 BOND $.00 ME CONSTRUCTION COSTS . $161,664.00 101 SINGLE FAM HOM� DETACHED 1 PRIVATE F p� * BARNSTABL E, * � MASS. 1639. 1 FD Mi►t A BUII_, ING-,DIVISION BY �`�/hQ&,thA : DATE ISSUED 03/15/2005 EXPIRATION DATE d - G 1A TOWN. OF BAR-NSTA13LE PERM I'A2GEL. 0�F 45 . �0 CEQBASE TD 356 / ` DRESS °Dg PH�NNEA «Yti� ,<<= r , ` EF" PHONE CENTERVTt,L �,s., . SIP LOT 7. I BLOCK LOT SIZE A DEVELOPMENTDISTRICT CO. f B P M TYPE BUILD RIPTION;NE t�R DEAT � DG P MT CONTRACTORS: . TIM WILLIAMS/WILLIAMS B(JILDTNG Co: Department of ARCHITECTS:- p i'` Regulatory Services T_'6T.AL ,FEES: $762.82 BAND ' 4:, $.00 CONkRUOTf-oN .CbSTS,,. $161,664,.00 10:1 SINGLE FAN# H6413 DE�ACHED 1 .-. PRIVATE 37 BAMSI'ABLE, 163 ` BUILDING DIVISIONAl xxr BYE " C f ; DATE ISSUED 03/15/2005 EXPIRATION DATE . c 1 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- IREADYTO 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. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS .."ELECTRICAL INSPECTION APPROVALS` 1 ,u to-2D Auif � < 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT bAp 14 2 BOARQ.0f HEALTH OT ER: SITE PLAN REVIEW APPROVAL . o WORK SHALL NOT PROCEED UNTIL PER IT WILL BECOME NULL AND VOID IF CON- INSPECTIONS'INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STR CTION 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. L—L-7 BUILDING PERMIT - The Commonwealth of Massachusetts Department of Industrial Accidents - � 600 Washington Street Boston,Mass. .02111 Workers' Com ensation.•Insurance Affidavit-General Businesses % IIa1ne: - e: address:... city. t. state: zip" phone# work site location(full address): ❑ I am.a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Eating Establishment working in any capacity. ❑ Office❑ Sales(including Real Estate,Autos etc.) ❑I am an em to er with etn to ees(full& art time.: ❑Other . . I am an employer providi/rig vYorkers' compensation for my employees working on this job.. .. comti?any-name•• •`. / //�..� - r .. : . .. , dd re ss e • _ j. 1 o hone.• 'ns a c•'.c a erne o El I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: company name: rz • ,... _ ads: dies- �ihe insure ce co. i. '. n com '�. address:. C1tV U�IODo ley IIE.#� 'Ice co - o secure coverage a9 required under Section 25A of MGL 152 c��lead tothe imposition od/or onyearpisnment aswsivpltiesthefoim ofOORK ORDER s�,da fine of$100.00 a day against me I understand that R copy or statement maybe forwarded to th.0 Oice of Investigations of the DIA for coverage verification. • I do hereby certi rid ie of perjury that the information provided above is true and correct Signature Date Print name /I! l�V �! � Phone# r5cial use only do not write in this area to be completed by city or town official ty or town: permit/license# -[]Building Department ❑-check if immediate response is required ❑Licensing Board ❑Selectmen s Office contact person: phone#; ❑Health Department ❑Other (revived Sept 2=). Information and Instructions Massachusetts General haws:chapter 152 section 25.requires all employers to provide workers' compensation for their.. employees. As quoted from the i'law", an employee is.defined as every person in the s ce'of another under any contract of hire, expres -or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or o erjlegal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives f a/deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing loyees. However the owner of a dwelling house having not more than three apartments and who resides therein, the.occupant of the.dwelling house of another who employs p\e-�vjde do maintenance, construction or repair work o such dwelling house or on the grounds or binding appurtenant thnot because of such employmeirt.be deemel o be an employer. MGL chapter 152 sectistates that every state or local licensing ge cy.shall withhold the issuance or renewal of a license or permit a business or to construct buildings -commonwealth for any applicant who has not produced acceptae of compliance with the insurance v rage required. Additionally,neither the commonwealth nor.any subdivisions shall enter into any, tract for the performance of public work until acceptable evidence of compliance the insurance-requirements o chapter have been presented to the contracting . authority. 00/000, Applicants Please fill n the workers' compensation affidavit lete ,by checking the box that applies to your situation..Please supply company name, address.and phone numbers a ng dvith a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirms n o insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be-returned to the city t that the application for the permit or license is being requested, not the Department of Industrial Accideuts'. Sho you have any questions regarding'""thee"law"or if you are required to obtain a workers..7.compensation-policy,p l e 11 th Department at the number listed below. City or Towns . � Please be sure that the affidavit is complete and- ted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the O ce f Investigations has to contac ou regarding the applicant Please be sure to fill.:in the permit/license number. hich be used as a reference numb The.affidavits maybe returned to the Department b, mail or FAX.unless er gemeiits have been made. The Office of Investigations would like to th you in advance for you cooperation and ould you have any questions, please do not hesitate to give us a call. OEMEN The Department's address,telephone and fax number: . The Commonwealth Of Massachusetts Department of Industrial Accidents since of Imsugauens 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 ext.406 —C o- -m- onw.e a,lth-of_Massachusetts Board of Building Regulations and Standard s Manufactured Buildings Program Fi q LABEL REQUEST FORM This Section for State Use Only [Fee-R. Received O) Label Numbers Issued: eceived $ �,20 CU k Number (p a Date Issued: q J US 1 Issued by: ., This Section to be Completed by Manufa er-PLEASE PRINT OR T yP.F— SECTION 1 - MANUFAC'IVRER INFORMATION BBRS\PPS I.D. N t f Manuacurer Name� ' Sd-/ MC Street � , i City/State/Zip � O ��LManufacturer Telephone N r= (� 7 � e�'�C�3 I Fax Number: f�� Manufacturer -Plant Inspector �ta�v w S T ��, / � Third Pa*�ty Agency l/� < < PIA 7 'dumber of Labels I Total Amount Attached 5 Manufacturer's Serial ] I Manufacturer's Model =-. N ber �� Designation �Q 01 SECTION ? - LOCATION OF BUILDING � Street i ...- r i a City/Ste/Gip t 1 SECTION 3 - BUx�_DER/DEA r-R./CERTIF;ED I,dS T ALL.ER INFORMATION Builder/De:ie a� T � Street mwK City/State/,Zip fCertified Installer ensed Construction /��M h fhq �+` „,/r�Il� Lice Number: pervisor „I TT ���� 1, �/V Expiration Date: This form shall be completed by the manufacturer when requesting manufactured building labels. All information shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. Tlds request shall be forwarded to the State Board of Building Regulations and Standards- CERC Building, Paul A. Dever School-1380 Bay-Street,Taunton, MA 02,780 Bbrs\Forms2\mfgLabe1Request June 15,2001 I - Affidavit of Substantial Financial Interest on oath I, 7 depose and ate as follows: Parcel an applicant for a building permit for the property located at Map 1 am . The address of the property is 9 have % legal or equitable interest in the real property 1 which is the 2. 1 h permit a lication which is identified paragraph e. subject of the building p pp the o2if 3. Within in the last twelve monthsrom today's date,had a 1% or greater legal or equitable interest in following individuals or entities have the real property which is the subject of the building permit application which is Identified in paragraph 1 above: Address v Name _ f y a have had 4. Within the last twelve months, from today's date, ig properties which have been :a 1% or greater legal or equitable interest in thefoil w r _ the subject of a building permit application: Address MaplParcel ermit applications for . . Within this calendar year, I have submitted equitable rarest. property in which I have a 1% or greater legal or a q g, Within the last ten days, I have submitted 6 building permit applications for in which I have a 1°/a or greater legal or equitable interest. property 7. Within this month, I have submitted _ _building permit applications for property in which 1 have a 1% legal or equitable Interest. permits for property in which i have g, Within this month, I have received B building p p p Y . a 1% legal or equitable interest. Signed under the pains and penalties of perjury,.this y of 2005, 1 . February 1, 2005 { To whom it may concern, 1, Jessica Hunt,of 102 Central Ave, Newton , Massachusetts hereby appoint Williams Building Company, Inc., as my authorized agent for purposes of constructing my home and receiving all necessary permits at 99 Phinney's Lane, Centerville, Massachusetts Jess' a Hunt RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 - Building Permit Amendment $25.00 FEE VALUE WORKS BEET NEW LIVING SPACE ' �a h&e?'l square feet x$96/sq.foot "/ x.0041= plus from below(if applicable) ,s,I,TERATIONSMENOVATIONS OF EXISTING SPACE _ square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= 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: x.0041= square feet x$96/sq.foot= STAND ALONE PERMITS Open Porch mbx$30.00= (nuer) 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) °2 Permit Fe Projcost Rev:063004 aco�.8213 rnc[ 040 QUITCLAIM DEED 57571 I, MEG O. LYNCH, of Centerville, County of Barnstable, Massa- chueetts, for consideration .paid of ONE DOLLAR ($1.00), the receipt of which is hereby acknowledged, grant to JESSICA LYNCHJJ26 Standish Road, Arlington, County of Middlesex, Massa- chuse tts, with QUITCLAIM COVENANTS, the land in Barnstable 7 (Centerville), Barnstable County, Massachusetts, together with � . any buildings thereon, more particularly described as follows: a LOT 7 as shown on a plan entitled "Plan of Land in (Centerville) L Barnstable, Mass., prepared for Guy Coletti, Scale 1" = 401 , ; n February 11, 1985, prepared by Arne H. Ojala, R.L.S.," said b o plan being recorded in the Barnstable County Registry of Deeds i in Plan Book 394, Page 91. 4! q-0 H Being the same premises conveyed to us by deed of Guy M. tD o Coletti, dated May 1, 1985 and recorded in the Barnstable County Registry of Deeds on Book 4513, Page 204. • N _ N N , WITNESS our hands and seal this 3rd day of August, 1992. a e o , uKEG1 LYNCH COMMONWEALTH OF MASSACHUSETTS Barnstable so. August 3, 1992 NOW, BEFORE ME, personally appeared the above named ME04V LYNCH who acknowledged the foregoing to be her free deed. v. otary Public My Commission Expir "'d � / •�.Q _ dNfa�,ar�.l'av,ndsa . <!llto.ney u!Lao P 4)lf- t009 - yary cM.tn dlu,d - . 7.C•C�oe�sa..,pep SEP ..192 J , r 9 I I . t i 41'�- t \. C,GuI'42VIa.A�� gg2u5T..0t..E�MASS. P¢cPSGco wee_ $u 1 _ n i i I. J 1 i t i I� rr,6f 040 aocw.8213 ,y II. QUITCLAIM DEED 5'7571 I, MEG O. LYNCH, of Centerville, County of Barnstable, Massa- chusetts, for consideration paid of ONE DOLLAR 01.00), the receipt of which is hereby acknowledged, grant to JESSICA LYNCH)2b Standish Road, Arlington, County of Middlesex, Massa- chusetts, with QUITCLAIM COVENANTS, the land in Barnstable achusetta together with a ble Count Mae 9 Barnstable , ' le B Y vil )Center , v { . c' any buildings thereon, more particularly described as follows:_ c4�y, LOT 7 as shown on a plan entitled "Plan of Land in (Centerville) C Barnstable, Mass., prepared for .Guy Coletti, Scale I" = 401, N February 11, 1985, prepared by Arne H. Ojala, R.L.S.," said 0 0 plan being recorded in the Barnstable County Registry of Deeds i a a, in Plan Book 394, Page 91. 4J �r N of Gu M. ousb deed nve ed t Y • .-+� Being the same premises co y Y ' ^' 1 1985 and recorded in the Barnstable County dated May , 4L{{ Coletti, Y N!Co � . Registry of Deeds- on Book 4513, Page 204. a e " WITNESS.our hands and seal this 3rd day of August, 1992. b a fD 0 MEGJ LYNCH ro � L COMMONWEALTH OF MASSACHUSETTS Barnstable so. August 3, 1992 NOW, BEFORE ME, personally appeared the above named M14-Al ��'•, y LYNCH, who acknowledged the foregoing to be her ree deed. ✓ otary Pub is "s iy My Commission Expire � / �aQ ofkalad 1.�u<.�. • c/Plfmn,y of rwe _ PO��rose • i �.�wfL Nr4y,,dldl 7,4 lips/y6,•"so rll�_�;��u SEP 2192 f _ , • '//�P C'I//I/NLI.:iflf4,�I((�/( Ll!,, /'Ifli.:IICIII,:P`�' BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 075670 Birthdate: 10/25/1966 Expires: 10/25/2005 Tr. no: 821? 0 Restricted: 00 TIMOTHY C WILLIAMS _ PO BOX 272 YARMOUTHPORT, MA 02675 (•E«. Administrator 4 t • J I R d + j C�J IFS cl � Z3 ' S-119 MOD. (1 2Jp91-94) 3 O DWELLING UNITS o� a o? PLAN REVIEW rNG�� LIST C�OhN\� CLIENTI FILE! 'f W.O.! GATE LIMTED REV# MODEL(S) y I ��C115C(1'n1('OI r7) 1 --»>-�. fal SYSTEMS) �1 2 J�Jf STATE(S) _ CODE(S) � �iCU�ENTATIU� REVIEWED BY BUILDING P ANNI SYS. �e - ((,( PE/RA SEAL REQUIRED? SYS.OK LIGHT,VENT,BATH VENT, FOSSIL EXIT DOORS: FURNACE LOCATION FUELS LOCATION WATER HEATER1301LER LOCATION'' SIZE COMBUSTION AIR BEDROOM EGRESS-WINDOW SCHEDULE DUCT WORK-INSULATION ROOM SIZES R/A GRILLE-SIZE/CF#d HALUEGRESS PATH WIDTH DIFFUSERS-SIZFJCFwLOCATIONS CEILING HEIGHT. GAS INLET SUM&OCATION ATTIC ACCESS MAX.APPLIANCE INPUT(BTUH) THERMOSTATS LO CATION OCATIO EXTERIOR ELEVATKNIS ( ) N SHEETS NUMBERED PLUh(�� SYS.OK STATElfRA INSIGNIA LOCATIONS DATA PLATE LOCATION ANTMALD MFGR.8 MODEL COVER SHEET SAFETY GLASSSUPPLY PIPING-MATERIAL/SIZING SUPPLY PIPING-INLET/GATE VALVE CONSTRLIrT70N-STR w` iRA SYS.OK SHUT OFF 1.8 OAIJFLUSH W.C. BASEMENT POSTS DWV SIZES&FITTING SWEEP TRAP ARM FOUNDATION OFFSET 90 DE OR 2-.45° SIGN MAX. PI ER/POST SPACINGS d FOOTINGS CLEANOUTS PIER ORIENTATION-SIZE — EACH FIXTURE VENTED FOOTING SCHEDULE NO HORMONTAL DRY VENTS CONCRETE PSI - DRAINAGE(D.F.U.)LOADING MIN.SOIL BEARING PSF FI F!`Tnin�� ANCHOR BOLT OR STRAP SPACING - SYS•OK CRAWL SPACE ACCESS PANELBOAAD LOCATION. CRAWL SPACE VENTILATION FOUNDATION DISCLAIMER PANEL80ARD CLEARANCE FLOOR JOIST/S2FJGRADE-SPECIE BREAKERS&WIRE SIZES J JOIST BEARING-LEO GER/HANGER MIN.2-20A APPLIANCE CIRCUITS FLOOR GIRDER-DESIGNSPLICING MIN.TWO(2)KITCHEN COUNTER RECEPTS(GFCI) BEARING WALL HEApERS/jAMBS — 20 AMP LAUNDRY CIRCUfT-DRYER CIRCUIT RIDGE BEAM GFCI RECEPTS BATH AND EXTERIOR' ROOF TRUSSES-PE SEAL? PRIOR LIGHTS/RECEPTS.WP RECEPT SPACING(z a-12'.S.G.D.)FIRE PRO rnnu I SWITCHED LIGHTING EACH ROOM W/LITES► BASEBOARD HEATERS(NO RECEPTS ABOVE) FIRE SEPARATKXI WALL-U.L.REF HALL LIGHT(S)/UTILITY ROOM LIGHT PROTECTION TO ROOF SHEATHING CLOSET LIGHT CLEARANCE• FIRE AND DRAFT STOPPING EXM"ENTRANCE LIGHTING-WP GLAZING AT RANGE LIGHTS IN ATTIC/CRAWL SPACE(IF EQUIP.INSTLD.) SMOKE DETECTOR LOCAT"4AWERCONNECT AL CIRCUITS IDENTIFIED(FIXTURES,LIGHTS 3 RECEPTACLES)WIRE RUNS FEEDER LOAD CALCULATIONS SU82ART F-TH gMAi SYS.OK { INSTALLED INSULATION R/W/F`_�_ HEAT LOSS CALCULATKWS i I I I i i a fale 1,r5 Ode, 9 " (e/ , M}�� ap 71 Thomas G Gatzunls,P.E. /G(� cfflLC.Fi c-/LP/ /cJp Commissioner Mitt Romney Governor Stanley a 70�16�CJ y Shuman Chairman Kerry Healey Lieutenant Governor r — Gary Mocela Vice Chairman Edward A.Flynn Thomas L.R • Secretary Administrator May 7, 2004 Keiser Industries, Inc. - - Jessica Richardson 56 Mechanic Falls Road Oxford, ME 04270 RE: RECERTIFICATION FOR 2004 - 2005 Commonwealth of Massachusetts Manufactured Buildings Program MC #: 137 TPIA #: 03 To Whom It May Concern: ' This. letter is to confirm your recertification in the Commonwealth of Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings for the period of May 1, 2004 through April 30, 2005. This approval is contingent upon compliance with all previously listed conditions of your, „ approval, and compliance with the provisions of the current Massachusetts' State Building Code, Massachusetts State Electrical Code and Massachusetts State Fuel / Gas Code. Yours truly, BOARD OF BUILDING REGULATIONS AND STANDARDS Robert A. Anderson Deputy-Administrator cc; Massachusetts Board of Examiners of Plumbers and Gas Fitters . Massachusetts Board of Examiners of Electricians This correspondence fins been issued from the Board of Building Regulations and Standards 167. Lyman Street, Hadley Building,P.O. Box 1063, Westborough, MA 0,1581 �y `- .=F-P F:O�•'•>'= ST:.MPS KEISER DESIGN BASIS_._ l O+KW INOv Yw�ES INc : L�J t::i. u�>.. ETEEPTION: ONE AM TWO FAINT NCS ARE +e"r CYEMPT FROM ME EAR MOUAKC LOAD REWiRfu(N 1S R.>. LOST TRUSSES -cLk6Ar..�.� 46515 _I ��1 � U S �'�I�S I IN C .°rg.a °>�°.,°.0(���� Corr,m.onwarlrh of.Massachu:ert; I cow :redir, E:alu_tion and 1 7 • row oN.m o f ww a.a,cp r ry trr wo.R oca ww FILE NAME MODULAR SYSTEMS MANUAL °.�-°°r a°�a4O i InspeCnon ;.�gAncy 'RAFTERS SHEET-1 MA S";CHUSE T TS. NEW ENGLAND STATES AND I.B.C. 1 Co Psr.atulNo Stow LOAD(NN.ur_VTI 42rV-ror 000 UKOAD(".UC n) L DATE ) - 40`7.ry O<01M UVE OAa(MA a.CO MODELS' CAPE COD,GAMBREL OR SAL78OX 10 ry-a°rw o o.R°cm Cow 3/26/02 r �� ✓ A TO OR IIDP.[MODULE VIRI PLACED ON A FUSE BASEMEN[OR CRAWL "CEILING JOISTS(STORAGE) . ���..-..,nd By �✓_. %t0.1iCH SPACE(aRWAROx nM AN UNFWS><CO I110 ROOF%Tpt!CAPE)(YnoOt MAT p rII. E� _1 A--AE 1LKL UNIT COH%TIMC;Y APE LO.o _ L• rn �17N c.S�QR` 1 i'A9 OR MORE MODULES.PLAUD ON DKtuOC A RA(°.SHCO OORuER.I(.SALI80T),OR CAMBR(L RODF STSI[M. Io PY a ACTNFL Vgott,ou Q � i---- .,.eo.•,�r.,a.A:A.I wA..:_,or w°..,u on EP A CRAWL SPACE OR A nIL roalDAnoN. EXPANDABLE COLONIAL 'FLOORS w Vy-U(..a-atID,.c ME,$) W •..••, > °• „_.�•:�^''o^,A'..w...,.e,o..1 T-RNMCH A TWO TO YT MODULE UNIT WIN A PANEU7EO 7N0 FLOOR AND A MODULAR OR Q -�— ...... ,-,,. A FODB OR MORE MODULE.SINGLE t"Al HOME.PLACED ON EITHER A CRAWS JO P4 aw.-U(HIIS°Ic<RCAS) 0 - --------- Y1L CONSTRUCTED RDOf,%MUD DH(1TH(R A CRAW,SPACE lR fU(E FC=RUTAIRAL. _S r SPACE OR A FLU BASEMENT fOUNU<eON-MIS STYLE NAS AN INTERSECURC(WU. (VMLOT MAY NAK A 7/-MAX.CAHTILEKREO OVER NANO FROM THE IND 10 PSI a AC1U>A.Oar.o.t. 'Q CR STATE USE ONLY . LOAD WINO � 81-LEVELT-LEVEL OR SPUT-ENTRY noon to THE nest FLOOR.) ,P MrN.M.= acv�.o sPEto SnIFA£LKE UNIT CONSYSTINCto TWO TO sn MODULES.PLACED ON oM(R FINISHED COLONIAL OR CAPE A,CRATR SPACE OR FULL BASEHENI FOUNDATION WITH A SPLIT ENTRY.FRONT A MULTIPLE-MODULE UNIT WITH A FINISHED 7N0 FLOOR ANO A 5/17- W W UDOUL-f UAT OVERHANG FOUHOARl)-'.I-MAY 17/L7 ROOr PIIEN.PLACED ON A CRAM SPACE OR FULL FOUNDATION. C/-) G ; -S. MPLE OF STA--'C OF NIASSACHUSETTS FLOOR PLAN APPROVAL COVER SHEET NOTES & REGULATIONS M A S S A C;H U S E T T S effim m MIL FOR UST of ALL APPUCASLE CODES ANO REGULATIONS DRAWN BY _ - r.amr[a - uWM i .�� m ®.� a •` `�,r.o" SEE SHEET 12 OF SYSTEMS MANUAL ; CH(CKED 6 r •+r�nw'mryy �� ��� 1a....,.r„„ ". W = -RESIDENTIAL T & 2 FAMILY DWELLINGS ; USE GROUP CONSTRUCTION TYPE REVISIONS ! *()AT[ rTpr .. ME. - R3, R4 58(UNPROIFCIEO)OR SA(PROTECT(0) 7W., NH. - R3. R4 58(UNPROTECTED)OR SA(PROTECTED) VT. - R3, R4 58(UNPROTECTEO)OR SA(PROTECTEO) MA. - R3, R4 58(UNPROTECTED)OR 5A(PROTECTED) I �.Y I .. , :".'.vam.... r wm,t rw'e..uw i+i',n..m a...., Yy n rv•�n�w,��m w. L- 4oT ZI.cI.::7= y.p �n omYun W wAUN R./I.B.C. - R3.R4 58 (UNPROTECTED)OR 5A(PROTECTED) E �`ctiD cN�.�>•4 ..u,n rowwnuwl.a n-o, ...m .a a••,oA.w1 S, C>: iF`F�� •m< �` '^ n u CT. - R3, R4 58(UNPROTECTED)OR SA(PROTECTEO) w. � .�.�....A....o...,.m.,.,...,,.. TOT SCALE OVFG SCALE NONE SHEET ,)n U (� 'I E T , I I i I I� MAScheck COMPLIANCE REPORT { {� Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 { {� I Checked by/Date I TITLE: KIM 3023 CITY: Oak Bluffs STATE: Massachusetts 1 HDD: 5916 CONSTRUCTION TYPE: 1 or 2 Family, Detached { HEATING SYSTEM TYPE: Other (Non-Electric Resistance) T.IL ARNOLD ASSOCIATES,INC. DATE: 12-16-2004 P.O.Box1081 6515 DATE OF PLANS: 12-15-04 Et CornmonweaIth o off M Massassachusetts Accredited Evaluation and} PROJECT INFORMATION: Inspection Agency 24 ' X 30.'/38 ' CUSTOM COLONIAL This document is certified as being in conformance with Massachusetts State - Codes and the National COMPANY INFORMATION: El cal o WILLIAMS BUILDING CO. /HUNT Approved By - i Date DEC 20 t Approval of this document does not authorize a approve any omission a deviation from the requirements of COMPLIANCE: Passes applicable State Laws. Maximum UA = 346 i Your Home = 298 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------ --------- - ------ -- ------------ - CEILINGS 819 38.0 0.0 25 WALLS: Wood Frame, 16" O.C. 1844 19.0 0.0 111 GLAZING: .Windows or Doors 368 0.330 121'` DOORS 20 0. 160 3 FLOORS: _-Over-Unconditioned-Space --------819----19-0-- 0-0 38 ---------------- - COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, k has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building l shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4. 4 . s Builder/Designer I �1 '- Date (2,-1 ®r 111 o- i t } ` i 02/04/2005 1Z:09 FAX 508 398 6080 JANE F DAVIS ATTORNEY 002/002 JANE F. DAMS Attorney at Law F February 3, 2005 AFFIDAVIT �. Jane F. Davisf am an Attorne Commonwealth of Massachusetts since 197 d. t0 recorded practice law in the deeds of 99 Phinne ,s r have reviewed County, Of as. Y Lane, Centerville Barnstable Registry of Deeds. recorded at arnstable the Barnstable County it is MY opinion that the }referenced above is property at 99 Phinne created grandfathered as Y' s Lane before the applicable- zonin a buildable lot as it was law. 9 law and subdivision control Respectfully submitted, Jane F. Davis Suite S Union Station Plaza • .23 Whites Path • South Yarmouth, MA 0266�4 (508) 398-6540 Fax: (50R) `QR_anQn i I, DAVID J. RUSKA, a widower,of Barnstable (Centerville), Barnstable County,Massachusetts, �� I being unmarried,for consideration paid,grant to-ANDERS R. NELSON and ELNA R. NELSON, husband and wife, as tenants by the entirety, both 373 i of=—Barnstable (Centerville), --_._..__.__....._.__.—_with gqnnitrlafmrooms,& thelandin said Centerville, together with any buildings thereon, more particularly bounded and described as follows: 1" s On; the NORTH by Cemetery Road, so-called, there measuring 200 feet } more or less* on the EAST by land now or formerly of Leon E. Souweine, et ux, ;. there measuring 150.63 feet more or less;. I.. on the SOUTH by other land of the present grantor, David J. Ruska, there measuring 215.63 feet more or less; and on the WEST by other land of the present grantor, David J. Ruska, there measuring 200.00 feet more or less.. Said land is shown as Parcel A on a plan entitled "Plan of Land in r Centerville-Barnstable-Mass. as surveyed for Dadd J. Ruska, Scale l in = 40, ft _ December 4, 1956. Nelson Bearse & Richard Law, Sur_. L. '^ :•eyors, Centerville, Mass." which said plan is to be recorded here_ I : U f with. � j The above described parcel is a part of the land described in deeds from Victor W. Rosengren to David J. Ruska, dated December 14th, 1915, - t recorded in Barnstable Registry of Deeds, Book 342, Page 403; and O from Charles C. Crocker to David J. Ruska; dated .October 4, 1921, ' recorded with Said Deeds, Book 387, Page 7. ---------------- �; NO161INAL CONSIDERATION husband(wiJe of said grantor, rele o said-grantee all rights of tenancy by the curtesy)dower and homestead and other interests therein. (. 40ilnrss—my— hand and seal this 8th day of — March 19 57. 1/ i O . lZheCltlolmnnnwettlfhnf�tl>%smrhuceiks k J Barnstable, -ss. March 8th; 1957. } Then personally appeared the above named —.DAVID J. RUSKA ' I and acknowledged the foregoing instrument to be-hi s-- me act;aiiddeed,before me wiz-�,.t ✓ �- ���J �. "Em6a M. Jenkins` 90a.6Pna& b4_v commission expires April 16 i 1960 Barnstable, ss.,' Received 1,11arch 11, 1957, and is recorded. - - i 1 1 536'73 ?1 aoc35 sec; 285 , Guy M. colm-TI, TRUSTEE of the PSVER VIEW LANE REALTY TRUST, under a Declaration of Trust dated lbvanber2,1984, recorded at the Barnstable county Registry of Deeds in Book4305, Paget_9 of 15 Long Pond Circle, Barnstable (Centerville) Barnstable County,Massachusetts in consideration of one huhd►eat wLvwrI+Qvn `Ftuc.,sm t anal no[teoC41l7=Q1--, t{o(('af•f, grant to Joseph Martore and Gracia Martore, husband and wife, as tenants by the entirety, both of j of 892 Van Dusen Court, Great Falls, Fairfax County, Virginia I ©r with quitslaitn robenunto the land in Barnstable (Centerville), Barnstable County, Massachusetts, bounded Cr and described as follows: C ; NOlt�MeSTERLY by Phimeys Lane as shown on hereinafter mentioned plan, one � hundred ninety-eight and 15/100 (198.15) feet; NORrHDSTERI,Y by a portion of Lot 3 as shown on said plan, two hundred eight and 54/100 (208.54) feet; SOUTHEASTERLY by said Lot 3 One hundred seventy-five (175) feet; and SOUrHWESTIMLY by land of Orrin A. Fuller et ux as shown on said plan, two i hundred five (205) feet. Containing 39,000 square feet, more or less, and shown as Ior 1 on plan entitled "Subdivision Plan of Lard in Centerville, Mass. Belonging Ui Josie Sheaffer Scale 1 in. = 40 ft. Nov. 7, 1969 Nelson Bearse-Richard law-Surveyors Centerville Mass.," which said plan is duly filed in Barnstable County Reigstry of Deeds in Plan Book 233, Page 61. i Together with an easement for foot traffic only over a 1110 Foot Walkway" running along the southwesterly line of said Lot 3, where it abuts said LAM and a 40 foot portion of Lot 3. Said "10 Foot Walkway" running along the southwesterly Side of Lot 3 to the "Beach Area Reserved" as shown on said plan, together with the right to use the "Beach Area Reserved" for bathing purposes only, including the right to keep a rowboat on said area, in common with others who are now or may hereafter be entitled thereto. Subject to an overhead power line as shown on said plan. Subject to an easement to the Canumealth Electric Company recorded at said ; Registry. For Grantor's title, see deed recorded at said Registry in.Book 43oS-, Page184. ; t Executed as a sealed instrument this 2nd day of November 19 84 � =T.77 Tom iI � 2Guy M." letts, Trustee df the River Vicw Im �rO Lane RZsalty Trust Mill im %hr Gmuiuttfuralth of Pusundlusctts Barnstable ss. November 2 19 84 Then personally appeared the above named Guy M. Coletti, Trustee of The River View .A lane Realty Trust and acknowledged the foregoing instrument to be the free and deed, f Riv liew lane Realty Trust,. Before me, Norarr Public My-commi. ion es /L 30"1 lLUUIiULUNOV 2'84 i;� eoo�.8213 rnct 040 rry� QUITCLAIM DEED 5 srryy 5!1 I, MEG O. LYNCH; of Centerville, County of Barnstable, Massa- chusette, for consideration paid of ONE DOLLAR 01.00), the receipt of which is hereby acknowledged, grant to JESSICA LYNCH 26 Standish Road, Arlington, County of Middlesex, Massa- ehuse4ts, with QUITCLAIM COVENANTS, the land in Barnstable d r (Centerville), Barnstable County, Massachusetts, together with any buildings thereon, more particularly described as follows: a� LOT T as shown on a plan entitled "Plan of Land in (Centerville) . y )[� Barnstable, Mass., prepared for Guy Coletti, Scale 1" = 401, •� � February 11, 1985, prepared by Arne H. Ojala, R.L.S.," said ro 0 1 plan being recorded in the Barnstable County Registry of Deeds P g an- in Plan Book 394, Page 91. ice- `J Being the same premises conveyed to us by deed of Guy M. N o Coletti, dated May 1, 1985 and recorded in the Barnstable County.. Registry of Deeds_ on Book 4513, Page 204. 0 i , W WITNESS our hands and seal this 3rd day of August, 1992. ro d uME LYNCH COMMONWEALTH OF MASSACHUSETTS Barnstable as. August 3, 1992 NOW, BEFORE ME, personally appeared the above named MEO�,Olt s'"�;• LYNCH who acknowledged the foregoing to be her fries act.: pd��y..►y. deed. otary Public : ��•,n My Commission Expire d�Q;t/A. o �Jriy • � - , d. el4klnd 1.L.'aa,ndn rv93..,os, ..6y. - - r•. SEP 2192 i way..8213 WE 042 5'75`73 QUITCLAIM DEED We, THOMAS K. LYNCH and MEG O. LYNCH, both of Centerville, County of Barnstable, Massachusetts, for consideration paid of ONE DOLLAR ($1.00), the receipt of which is hereby acknowledged, grant to THOMAS K. LYNCH, of 95 Phinney's Lane, Centerville, N County of Barnstable, Massachusetts, with QUITCLAIM COVENANTS, •c the land in Barnstable (Centerville), Barnstable County, Massa- c chusetts, together with the buildings thereon, more particularly described as follows: to a LOT 6 as shown on a plan entitled. "Plan of Land in (Centerville){ ( e Barnstable, Mass., prepared for Guy Coletti, Scale 1" = 401, February 11, 1985, prepared by Arne H. Ojala, R.L.S.," said 1 e a plan being recorded in the Barnstable County Registry of Deeds w in Plan Book 394, Page 9.1. # a Being the same premises conveyed to us by deed of Guy M. Coletti, dated May 1, 1985 and recorded in the Barnstable County Registry of Deeds on Book 4513, Page 203. m w WITNESS our hands and seal this 3rd day of August, 1992. j R ' a � / 1 7 c THOMAS K. LYNCH MEG O LYNCH to H COMMONWEALTH OF MASSACHUSETTS Barnstable as. August•••3i 1992 NOW, BEFORE ME, personally appeared the above named:'yJIbMASs.J(J�� LYNCH and MEG 0. LYNCH who acknowledged the foregof (,relAl bbr�jr;. their free act and deed. = •4 2+0 AM Notary Public'�B ,ryp My Commission Exp.ix-gW- b;V2 .9'5$ f .4fi i d 1.l—4, At—y at X.. ya r a eM.tn Nt—i , Bad.+<Gf.tUtfi y,etldl - - .. oaeyo 'J.f Jyoe/yea-ritlp ril:�uttU�G��P�19Z Btu s 10438--304 S9312 03911 QUITCLAIM DEED We, ERIC A.DAVIDSON and JEAN E.TALBERT,both of East Falmouth,Massachusetts for consideration paid of Two Hundred Ninety Thousand($290,000.00)Dollars t grant to R.ICI3ARD H.LYON and JEAN W.LYON,husband and wife,as tenants by the entirety of 80 Prentiss Lane,Belmont,Massachusetts midi gaikalaim coueaianis i' the land in ® Barnstable(Centerville),Barnstable County,Massachusetts,together with the buildings thereon, bounded and described as follows: NORTHWESTERLY by Phinney°s Lane, a public way, as shown on hereinafter mentioned plan,Forty and 00/100 (40.00) feet; NORTHEASTERLY by Lot 2,as shown on said plan,Two Hundred Eight and 98/100 (208.98)feet; NORTHERLY by Lot 9B, as shown on said plan,Forty and 00/100(40/00)feet and One Hundred Two and 04/100 (102.04)feet; EASTERLY By land now or formerly of Burton&Elaine F.Kaplan,Marshall M.&Noriko D.ranetz and Pol G.Hill,all as shown on said plan Four Hundred Seven and 85/100(407.86)feet; SOUTHERLY By Long Pond,as shown on said plan,Eighty and 001100(80.00) feet,more or less; WESTERLY By land.now or formerly of Orrin & Olive Fuller, as shown on said plan,about Thirty Two and 001100(32.00)feet,more or less; SOUTHWESTERLY By land now or formerly of Orrin & Olive Fuller,"as shown on said plan, about Two Hundred Sixty and 00/100 (200.00) feet, more or less; o (� NORTHWESTERLY By land now or formerly of Guy COWL as shown on said plan, One Hundred Seventy-Five and 00/100(176.00)feet;and SOUTHWESTERLY By land now or,formerly of Guy Coletti,as shown on said plan, Two Hundred Eight and 641100 (208.64) feet to the point of beginning. 9 off. Bk s 10438-305 �33 Being shown as L'M AND.'BEACH AMA FSER_�D"on a plan entitled: "Plan of Land in Barnstable (Centerville ) Mass. for Guy M. & Eveline D. Weyl Scale 1" — 40', July 17, 19K Baxter&Nye,Inc.Registered Land Surveyors&Civil Engineers, Osterville,Mass.",which acid plan is duly recorded with the Barnstable County.Registry of Deeds in Plan Book 421,Page 42. The above-described premises are conveyed subject to rights, reservations and easements contained in a deed from Josie SheafYer to Sophia Yarnall Payne dated September 28, 1979,duly recorded with said Deeds in Book 2989,Page 918,insofar as the same may now be in force and applicable. For title see deed dated April 23, 1991 and recorded with Barnstable Registry of Deeds at Book 7504,Page 18.2. Wkwas oar haada and seals this 16th de+y of October, 1096. —Eric A avidson Jean 'albert The Commonwealth of Massachusetts Barnstable,SS October 16, IM Then person* appeared the above-named Eric A. Davidson and Jean A Talbert and acknowledged the foregoing to be their free act and deed before me, William A Price,Notary Pub. My Commission Expires: 12/3 l99 C] Q.- 47 -4 O f �S CDY i2 C')X \ Q RS i2 �► n ° X � U?o e? [fi n•� Drn X O O A � J) CO co BARNSTABLE REGISTRY OF DEEDS } f + ^�*C' z 03 #�crmmN OD Am m o � /) -� y.. CD c /V/407 tr c� a Jo- u'D _ m o QUITCLAIM DEED X rJ C•C• H o cn cq - WE RICHARD D. LAVOIE and JANET M. LAVOIE, of Centerville,. MA For consideration paid of Ti10 HUNDRED SEVEN THOUSAND SKIVE HUNDRED AND 00/100 ($207,500.00) DOLLARS PAID Grant to RUSHTON%POTTS and JACKLYNYWROWN, as JOINT TENANTS,` , both of 733 West Main Street, Apt. E, Hyannis, MA 02601 with QUITCLAIM COVENANTS The land in Barnstable on Old Post Road (Centerville) , county of Barnstable and Commonwealth of Massachusetts, more particularly described as follows: LOT 3 as shown on a plan entitled "Phan of Land in (Centerville) Barnstable, Mass. , Prepared for Guy Coletti,. Scale 1"-401, February 11, . 1985, Prepared by Arne H. Ojala, R.L.S.11, said plan recorded at Barnstable County Registry of Deeds in Plan Book 394, Page 91. PROPERTY ADDRESS: 191 OLD POST ROAD, CENTERVILLE, MA 02632 For title see deed recorded -in Book 7159, Page 130. WITHES our bands and seals this 25th day of August, 1998. OTC V-RID. DOME' JMZT X. LAVOIE THE COMMONWEALTH OF MASSACHUSETTS Barnstable, on. August 25, 1998 Then personally appeared the above named RICHARD D. LAVOIE and JANET M. LAVOIE and acknowledged the foregoing instrument to be their free act and deed, before me TREODORE J. kY NOTARY PUBLIC My Comrmission. Expires: July 26, 2002 �� � w o CD C3 # M BAR ns g NSTABLE REGISTRY OF DEEDS Bk 140S,6 e= 24 �37-3+J-2+3.a�7� a`ll 12 a 32c' MASSACHUSETT , QUITCLAIM DEED tilde,Francis P.Loughran and Meg O.Loughran of 159 Parker Road;West Barnstable, Massachusetts 02668, for consideration Paid,and in full consideration of ONE.IIUNDRI D NINETY-SI?VFN ITIOUSAND Q. AND 00/100 Dollars(U.S. $197,000.00) Grant to Marianne C.Crosby, Individually,of 123 Phinney's lane,Centerville,Massachusetts 02632 with gnitelahn covenants The land, together with the buildings and improvements thereon, situated in the Town of Barnstable (Centerville),County of Barnstable and Commonwealth of Massachusetts,being shown on a plan entitled "Plan of Land in Centerville,Barnstable,Mass. for Ikon ls. Souwine et ux, March 31, 1976,Scale 1" =20' Charles N. Savery, Inc.,Registered Civil Engineers and Land Surveyors, 712 Main Street,Ilyannis,Mass." which plan is recorded in the Barnstable County Registry of Deeds in Plan Book 302 Page 62. Subject to restrictions,reservations,casements and covenants of,record,.insofar as the same are in force and applicable. Being the same premises conveyed to the herein named grantor(s) by (iced recorded with .Barnstable County Registry of Deals in Book 11261,Page 201. t`. T 01.01 C`J +-+ - �;r G W J 44 29�3 O 1 a Q 3: i. O W a S? tt 1 1Jlc 14Ot3b Pa25 -' 4B24- Witness my/our hand(s)and scal(s)this 30th day of July,2001. Francis.P. Loughr Mc Loughran Commonwealth of Massachusetts -Barnstable,ss: July 30,2001 Then personally appeared the above-named Francis P. Loughran and Meg O. Loughran and acknowledged the foregoing instrument to be his/her/their free act and deed before me. Notary Public:,Richard S.`Dubin,f?squire My Commission'Expires:9/1/06 PROPBR'1'Y ADDRESS: 123 Phinney's l.anc Cctitcrvillc,.Massachusctts 02632 BARNSTABLE REGISTRY OF DEEDS 2 r t. �OR -.s 1,, a b` - 5 .5trnct. ` ,o� R 3 09 5 os Ja f C- SMOKE ETECTOR EVIEWED BUILDING S nn pp l5 � B R G DEPT. _ D �IU-Ir��� Wu ATE IAJ Q o ?. . BOX 9000 RTE. 121 FIRE DEPARTMENT DATE OXFORD, kill 04270 A. MANUFACTURER INFORMATION: D. BUILDING INFORMATION: F. EXTERIOR �'o � r"c 1FE (207� 539-8883 MAILING ADDRESS: P.O. BOX,9000 BUILDER: WILLIAMS BUILDING CO. _ FAX: (207) 539-4446 OXFORD, ME. 04270 ELEMENT CODE REQUIREMENT ACTUALS MANUFACTURING PLANT ADDRESS: RTE 121 OXFORD, BUILDER'S ADDRESS: PO BOX 272 DWG NO ' ME. 04270 WALL .08 .05 EXPIRATION DATE OF CURRENT CERTIFICATION: APRIL 30th, 2005 CITY, STATE, ZIP: . YARMOUTHPORT, MASS. 02675 KlM 3023 FLOOR 05 a5+ LAYEP, NtiME: SEND PLANS TO: 86 WILLOW ST. UNIT 25, YARMOUiHPORT, MA 02675 _ MANUFACTURER STATE CERTIFICATION NUMBER: MAINE: MF70000112 ATTN: DELIA ROOF/CEILING .033 .026 RHODE ISLAND BUILDER'S LIC. # COVER NEW HAMPSHIRE: M9308019 PROJECT LOCATION: 99 PITCHERS WAY, CENTERVILLE, MASS DOORS 6 16 STYLE- VERMONT: 50171 MODEL DESIGNATION: 24' X 30'/38' CUSTOM COLONIAL WINDOWS: 87 33 24' n 30'/38' CONNECTICUT: N/A USE GROUP: R-4 CONSTRUCTION CLASSIFICATION: 5-8 FOUNDATIONS .10 N/A CUSTOM COLONIAL RHODE ISLAND: Y9588 AREA: 1ST FLOOR:.' 819 2ND FLOOR: 819 3RD FLOOR;JiU/A DEALER: MASSACHUSETTS:- MCS#137 VOLUME OF ENCLOSED SPACE: 13,923 CUBIC FEET G. . LOCATIONS OF INFORMATION LABELS: WILLIAMS BLDG. CO. B. THIRD PARTY INSPECTION AGENCY INFORMATION: HEIGHT ABOVE SILL: '` '32'-5" STORIES- 2' CUSTOMER: UNFINISHED ATTIC LEVEL DATA PLATE: ONE PER DWELLING (SEE FLOOR PLAN) ® HUNT 3RD PARTY INSPECTION AGENCY: T.R. ARNOLD & ASSOCIATES, INC. STATE LABEL: ONE PER MODULE (SEE FLOOR PLAN) . 3RD PARTY INSPECTION AGENCY AUTHORIZATION: I.A. #03 DESIGN OCCUPANCY LOAD: (MA, N.H., CT, R.I.) DATE: 1ST FLOOR:N/A 2ND FLOOR:N/A 3RD FLOOR:N/A TRA LABEL: ONE PER MODULE )FLOOR PLAN) { 12—1 5-04 ( AGENCY AUTHORIZATION EXPIRATION DATE: APRIL 30th, 2005 SPECIAL SYSTEMS: FIRE ALARM TYPE: SMOKE DETECTORS U.L. 217-77 (ME, VT) , DRAWN BY: KEISER INDUSTRIES CERTIFIES THAT THIS DOCUMENT CONFORMS WITH THE FIRE SUPPRESSION SYSTEM:N/A H. ATTIC VENTILATION: KIERSTEN SYSTEMS APPROVALS AND SPECIFICATIONS APPROVED BY T.R.A. AND IS IN (OTHER) THEN FLOOR AREA EXCEEDS 1200' S.F. (?) SO..FT. PER (300) SO. FT.'OF CEILING AREA. CHECKED BY. COMPLIANCE WITH THE FOLLOWING STATE CODES: ME, NH, VT, RI, MA, CT. REQUIRED: K«O (2) U.L. 217-77-SMOKE DETECTORS ARE REQ"D. (RHODE ISLAND ONLY) ACTUAL:. 819 SQ. FT. CEILING AREA C. INDEX OF INFORMATION: 273 SQ. FT. VENTILATION REQUIRED CODES. . DESIGN LIVE LOADS: WALLS: 21PSF ROOF: 25 PSF 1ST FLOOR: 40 PSF TEL BLDG TOTAL NUMBER OF SHEETS IN EACH SET: 2ND FLOOR: 30 PSF(CAPE / COLONIAL) N/A (RANCH) 3.27 SO. FT. PROVIDED AT EAVES. (6.2 SO IN. PER LIN. FT.)- MASS STA CENTERVILLE, MA 3RD FLOOR: N/A CORRIDORS: N/A N/A SO. FT. PROVIDED AT GABLE ENDS (54 SO. IN. PER END) CODE SIXTH EDITION DWG PG DESCRIPTION DWG. DATE REV. DATE ZONE #i STAIRS: 100 PSF(CAPE / COLONIALS) N/A (RANCH) 4.75 50. FT. PROVIVED AT RIDGE. (18 SO—IN. PER LIN. FT.) 1 COVER SHEET 12-15-04 Pf = 25 PSF WIND HORIZONTAL: 90 MPH TOTAL. 8.02 SQ. FT.`PROVIDED REVISIONS 2 1ST FLOOR PLAN 12-9-04 INTERIOR WALLS: 5 PSF DATE ITEM 2A 2ND FLOOR PLAN 12-9-04 2B ATTIC LEVEL PLAN 12-9-04 SEISMIC HAZARD EXPOSURE GROUP #1 3 ELEVATIONS 12-10-04 SPECIAL USE PROVISIONS: NOT TO BE BUILT WITHIN FIRE UNIT LIMITS 4 FOUNDATION PLAN 12-9-04 MUST BE LOCATED 6' FROM.LOT LINE A'r 4A BASEMENT STAIR DETAIL 12-9-04 E. HEATING SYSTEM INFORMATION: T.R.ARNOLD&ASSOCIATES,INC. 5 1ST FLR ELECTRICAL PLAN 12-10-04 SYSTEM TYPE: HYDRONIC BASEBOARD, ELECTRIC BASEBOARD, F RCECHOT AIR P.O.saX loss 5A 2ND FLR ELECTRICAL PLAN FlIchart,IN4ssls 12—Y3-04 RADIANT HEAT, OMIT HEAT Commonwealth of Massachusetts 6 1ST FLR HEAT PLAN OMIT Accredited Evaluation and 6A 2ND FLR HEAT PLAN OMIT /FUEL:' ELECTRIC, NATURAL, LPG, OIL OTHER THAN ELECTRIC HEAT MASONRY Inspection Agency CHIMNEY VENTING SYSTEM TYPE: This document is certHfed as being in c°nfurma 7 CONSTRUCTION DATA & REFERENCE SHEET" 12-15-04 CHIMNEY BY BUILDER PER STATE & LOCAL with Massachusetts State 8 CROSS SECTION 12-15-04 BUILDING CODE OR AN APPROVED .EQUAL, c°desandthe"a"°"a' SCALE. El ct cal 8A CROSS SECTION 12-15-04 BASEMENT: sy NOT TO SCALE 88 OFFSET CROSS SECTION 12-15-04 aPProved IF HOT WATER BOILER AND/OR WATER HEATER ARE TALL -ARE BASEMENT, oats oEc zo 9 1ST FLR PLUMBING VENT LINES 12-9-04 o—of this `^'°°""°"°`h°^" "° S�I��� NO. THEN EITHER BASEMENT FOUNOATION.WALLS MUST BE INSTALLED PER y°m'ss;^°°°��at'^^f—°x egoi,.—ts ct �9A 2ND' FLR PLUMBING DRAIN LINES 12-13-04 vpt¢abte State taws. 98 PLUMBING SCHEMATIC STATE &.LOCAL BUILDING CODE, OR THE BELOW THE FLOOR,WATER LINES. t2-15-04 MUST BE INSULATED-PER STATE '& LOCAL BUILDING CODE. INDUSTRIES INC. P.O. BOX 9000 RTE. 121 - OXFORD. ME 04270 .y TELE: (207) 539-8883 FAX: (207)539-4446 DWG NO 38'-0a KIM '3023 ' n 11' 8 / o n 4'-4" � 5'-s 2 1�2,r 1p-31 2 13-7 LAYER NAME: 5'-1 3/4" -- —5'-1 3/4' 6'-7' 7'-0" �SNgMT PAR3666-2DH DOOR BELL 1-11 PAR3037DH PAR3666DH 2'-8"x6'-8" \•1EAIPEREO ; DATE: 6-PANEL ; NOTE: DECK.FRAME 2x8 @ 16" O.C. z 1 BATH 3 1st FLR CLG 2x10 RAILS 2x6 JOISTS ' 12_g-04 L�jo OL 1 FAMILY DINING ROOM Ell 00 N � � -CD � - / 2/6-INT o Area=126.740 ft HARDWOOD 6-PANEL O B-BOX z • w t C/-) TL=703 PLF E.S. LIVING ROOM HARDWOOD (2)• 1.5' X 9.25" (2.OE) LVL E.S. a FULL MEW ft FULL 10'-2 1/4' 2'-8"x6'-8" PB 2/6-INT r' —; 'T 130 ;—°�1; F3(2•) DOWN To ` DRAWN BY: 4-0a -� -------- - W2130 W2130 ' --------- a BSMNT. S'—O" �'- a TL=360 PLF E.S. 3 o KlERSTEN BLS36 ; --- , W2130 , ; a I o -- ------------ WI (2)PLY 1.5 X 9.25 (2.OE) MICROLAM E.S. 2340 POINT LOAD �, ----- AT MATE-WALL N EE BEAM / 3'-3' FOR HELP CAiLL. 5'—s12 , co co o> KITCHEN 12'-iO3%4" M ENGINEERING Area=214.386 ft w a O HARDWOOD 14 RISERS @ 8 1/4" REVISIONS O Q_ 1 DATE ITEM I 0 0 3 LID F3(11/2"} F3(11/2') M UP TO `\ �i 3s B21-- O --B21 T. a�® 2ndFL00R WC24'30 WC2430 T.R.ARNOLD&ASSOCIATES,INC. W3330 W3018 W3330 P.O.Box 1081 Elkhart,IN 46515 Commonwealth of Massachusetts PAR3666DH Accredited Evaluation and 10'-0112' 7'-0" Inspection Agency „ 1]r-0 1/2 This document is certified as being in conformance 12-11.1/2 _. with Massachusetts state r u - Codes and the National - 30—0 SCALE: Elect cal o _ _ 1./�.ir—�r—O>f •. Approved By - Date DEC 20 - Apwo,al or mis document does not au�te aappraw SHEET N0 ,ny o,nis,io o,ce.,a nom the my a.emenm a applicaok State Laws: .. 'Y'INDUSTRIES T 4 NOTE: FLOOR TRUSSES NOT AVAILABLE DUE TO 2x8 DECK FRAME. P.O. BOX Roo RTE. 121 - - OXFORD, ME 04270 PLUMBING WELL REQUIRE EVALUATION IF BATH LAYOUTS ; TELe (207) 539-8883 ARE CHANGED. FAX: (207)539-4446 DWG N0: 38 �„ > KIM 3023 9' 8'' II 81 4„ 101-01, 1'-3 112" LAYER NAME: 4'-4" 5'-4°—� 2-4 1/ 4'-8° —�t�3'-8" —� 5'-10° 4'-2° 2SUBMTL . PAR3666DH PAR3037DH PAR3037DH I ----- DATE: to 12_9_04 w Z m s ocli n co o BATH 1 m; co ' o BATH 2 z FL ; WALK-IN. o N :WARDROBE - 1 STAO(ABLE rn `� _l ck LINEN ! WASH/DRY on BEDROOMF 3 �3 SHELVES T DPoP PAN L------ Areo=1.18.281'ft 1/1"0-IN T 2/6-INT ---- 2/6-INT 2/ J2//6-INT6-INT m 0 11 Chi so HALL S � z D-BOX o c,f_1 . . J r O _ 2/6-INT N / I PAR3666DH FLUSH oASo Imo_4 0" _ DOWN TO TL=343 PLF E.S. a-o � DRAWN BY: $, O„ 1STFLR (2) 1.5" X 9.25" LVL E.S. a KIERSTEN W 12'-10 3/4" 223C' POINT LOAD FOR HELP SD 3t_3a 0 EL CALL: BEDROOM 2 a ENGINEERING cc Areo=112.266 ft t REVISIONS Q m w BEDROOM 1 o a o o DATE -ITEM o. Areo=187.970 ft < m I .o CD co Cr o I I, Z UP TO 2nd FLR CLG FRAME 2x10 @ 16 O.C. N 1, T.R.ARNOLD ASSOCIATES,INC. x 2nd FLR DECK FRAME 2x8 @ 16" O.C. ATTIC P.O.Box 1081 1 . I I .li=m�l Elkhart,IN 46515 Commonwealth of Massachusetts PAR3666DH I. PAR A6018 AWNING 5' Accredited Evaluation and -6" �5'-1" 2'-4 1/2" 5-9 3/4" F 5-9 3/4 Inspection Agency 10'-1" 5'_5„ — 11'-1 1/2„ - This document is certified as being in conformance � - Codes and 7 ram— 30>—On SCALE. Codes and the National - Elctical 1/4„_1'—On - Approved ey� Date 'SHEET NO. Approval of N urnenl is doc does rot authorize or approve � � _ � - any Ortn55iOn M deviation 1—the equi—t.of - applicable Sla a laws. - 2 INDUSTRIES INC. P.O. BOX 9000 RTE. 121. OXFORD, ME 04270 .. TELE: (207) 539-8883 I FAX: (207)539-4a46 1 DWG NO. KIM 3023 LAYER NAME: 38,_p,, v ATTIC - - - i I E: i DAT - 12A-Od. 1 UNINHABITABLE Q STORAGE AREA tI z I 22"x3O' MIN. SIZE ATTIC ACCESS Q TO BE FRAMED ON SITE BY OTHERS m U 00 ATTIC/S.TORACE AREA o r!' DOWN TO 2ndFLR NOTE: IT IS THE RESPONSIBILITY OF THE BUILDER TO DRAWN BY: o ENSURE THAT ANY HABITABLE ROOMS MEET ALL I KIERSTEN LOCAL AND STATE REQUIREMENTS FOR LIGHT/VENT: r o 7'6" CEILING LINE ' o FOR HELP CALL: I ENGINEERING K REVISIONS NEE WALL DATE. ITEM o T.R.ARNOLD&ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46S15 Commonwealth of Massachusetts Accredited Evaluation and ATTIC FLOOR FRAME 2x10 @ 16 O.C. L — - - - - - - - - - - -- -'1- - —I- - — -' Inspection Agency — — — — — — — — — — — — — — — — — — This document is certified as being in conformance ° Imo ° ' 11 - �l with Massachusetts State - 3o_O, - Codes and the National ' - Elyyyct'cal o e - Approved By SCALE: Date �DEQ6.60) Approval of this document does not authorize or approve - _ 1/4 n.=1 t_O,r any omission or deviation from the requiremems of - - - - applicable State Laws. SHEET N0. 2B CONT. RIDGE VENTING l INDUSTRIES INC. 18 SO. INCHES PER LIN. FOOT P.o. BOX 9000 RTE.'i2l OXFORD. ME 04270 - '.._ TE E: (207) 539-5883 _ _- - FAX:. (207)539-4446. _. -ter' `-r -_ FAIN ;— — - —� DWG, NO. _. VENT ,--- - - - � KIM 3023 T Z LAYER--NAME -- - ELEV FINISHED17 CEIL ING DATE:, 12/10/04 Lu LUI OMIT S I D IN FINISHED FLOOR LEAVE PINE TRIM OMIT SIDING FINISHED cEluNc T.R.ARNOLD&ASSOCIATES,INC. Y.O.Bux1081 �❑ LEAVE PINE TRIM � Elkhart,IIV 46515k-- Commonwealth of Massachusetts 0o z Accredited Evaluation and. 0] Inspection Agency This document is certified as being in conformance - - - with Massachusetts State l -FINISHED FLOOR W Codes and the National - - - - EI ct'cal o e - t Approved ey _ TT- al of DE 2 ER0�1T EEE ATI0 . .MIN.' 235/ -SEALING END El- EVATION - - Approval of this d«ument aces not-morize or approve - -- _ any omission or deviation from No requirements of - SHINGLE applicable Slate Lawz - - 0 — _ _- ?- DRAWN BY: z �Ij MS/KC..' 12 Cz W MAIN 12(� M9@t v 0 FOR HELP CALL: VENT I R. L!_ Q T� C) w ENGINEERING LU Q 0 LU =3 REVISIONS LuW CL 1L I DATE ITEM CONT. VINYL SOFFIT I m El ■ { U _ 1 0 U 6.2 SO. INCHES/L1N.FOOT O o� T L11 El OMIT. SIDING o- I-- OMIT SID�INO > w O z LEAVE PINE TRIM LEAVE PINE TRIM U U z o no m� _ w o I i - SCALE: FIT IT] NOT TO SCALE SHEET N0. ELEVATIONREAR EEEVA LION RICHT I ETD INDUSTRIES INC. P.O. BOX 9000 RTE. 121 q OXFORD, ME 04270 TELE: (207) 539—BS53 FAX: (207)539-4446 DWG NO. KIM 3023 LAYER NAME: 38'-0ll FOUND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - DATE: I - t r I -12-9-04 NO FLOOR INSULATION IS REQUIRED 16"x10" (TYP.MASS) IN THE FIRST FLOOR OVER CONDITIONED L3000 PSI CONCRETE FOOTING BASEMENT SPACES. ALL FLOOR OR FOUNDATION INSULATION REQUIRED PER CODE IS TO BE PROVIDED BELOW FROST LINE I I E AND INSTALLED ON SITE BY OTHERS I - L �, I (2)-3 1/2e CONCRETE FILLED o F— O Q I STEEL LALLY COLUMN WITH 6"x6e STEEL BEARING-PLATES. 10" TYRMASS FOUNDATION I USE 2x8 SPF#2 OR 26 SYP#2 FOR BEARING WALL THICKNESS I m 3'-0"x3'-0"xl'-6° O 00 PSI CONCRETE FOOTIN 5' 4 < 5—4n — 5—4n 6_6n 6'-6' - I — — — - — - — _— — 1/ — — — — — —I— — — DRAWN BY: KlERSTEN 'I r SEME FLOOR GIRDER I � . 2'-6"x2'-6"x1'-0° STAIRWELL 3000 PSI CONCRETE FOOTING i APPROX. i ,BEAM BUILT INTO i (TYP.MASS} M UL LOOR FOR HELP CALL:. ODE F I I LOCATION. I SYSTEM I ENGINEERING T.R.ARNOLD 8 ASSOCIATES,INC. I I SEE SHEET , I P.O.sox loss = I I 4a WHEN REVISIONS I I - Elkhart;IN 46515 I I i I Commonwealth of Massachusetts o BUILDING I I I DATE ITEM Accredited Evaluation and I I BASEMENT ( �i Inspection Agency I I STAIRS This document is certified as being in conformancewith Massachusetts State Codes and the National El ct'cal o Approved By Date DEC 20 Approval or this document does not authorite or approve , any omission or deviation from the requirements of applicable State Laws. _ .30 o' NOTE: 1.) FOUNDATION DESIGN AS SHOWN ONLY SUGGESTIVE, ACTUAL 2.) FOUNDATION HA-S BEEN APPROVED FOR SUPPORT PLACEMENT 3_) FIREPLACE C.C. TO BE SIZED SCALE: FOUNDATION DESIGN SHALL BE BASED ON LOCAL SOIL" CONDITIONS ONLY. TIE DOWN-, VENTILATION, ACCESS, AND FOUNDATION DESIGN BY. GENERAL CONTRACTOR. 1/4"=1'-0" AND IN ACCORDANCE WITH LOCAL REQUIREMENTS. SUBJECT TO LOCAL CODE OFFICIAL" INSPECTION. 4.) 3000 PSF. SOIL BEARING CAPACITY. SHEET NO. 5.) CONCRETE COMPRESSIVE STRENGTH 3000 PSI. CAPACITY. INDUSTRIES IN C. P.O. BOX RTE. 121 OXFORD. ME 04270 R ' FIGURED FOR STRINGER5 TELE: (207) 539-8883 FAX: (207)539-4446 STRINGERS 2x12 SPF W2 DWG NO. KIM 3023 TREADS 2x12 SPF W/ 2 I 12'-03/4" 12'-0" GOTO FOEV UND RISERS I/2 PLY Y !! '� II DATE: i l 12-0—OA TOTAL RISE _ 99" 12 RISERS 8 1/� " Y z �— CUT A—BOX GIRDER AT If i- 3'-5" STAIRS ONSITE AFTER SET I Y TYP. SET DIM OFF WALL O �,I 2x6 CRIPPLES� � FI E i T_ T-ir;,— 1 81/4" I, ' �_ . Ij Y Q 3'-7" i Q U ; I N m 4'-0 3/4" 8 1/4' L_D i I DRAWN BY: KIERSTEN IZ c� ,o ' CHECKED BY. FOUNDATION PRINT 10' I f FLOOR FRAMING Y REVISIONSr 9.. DATE ITEM REFERENCE ONLY , I FOR .TYP. BASEMENT STAIRS o J 3'-6 5 8.> '. N T.R ARNOLD&ASSOCUTES,INC. m I P.O.Box 1081 I t l Elkhart,IN 46515 Commonwealth of Massachusetts � FRAME LAPdGIPIG STEP:. \ I Accredited Evaluation and Inspection Agency This document is cenibed as being in conformance with Massachusetts State SCALE, Codes and the National El ct'cal 1,/^n-1r—On Approved By - _ L Date D i - - SHEET' NO. Approval of this docmnent does not a,nhori:e o,app, e - any omiaion o,d-ixion nom me.ogoi,amenes or app!able$ralG Laws. .. • - -.. ._ - - - 4 A LE / /� I � I O � � ► � h � INDUSTRIES I BOX T 2,11X CUSTC �l CCLONI /4L 90 RTE. 1 21 OXFORD, ME 04270-SINGLE GANG TV 0 HA / 34 .- I / f. iI `T ,/� C i 0 )TELE: (27 539-8883 _ L FAX: (207)539—aaa6C 0 N J i, BA — N T P C— _ r 0 F E I C F DI 7 � O � ONSITE CATS INSTALLATION BY CUSTO1(LER - DWG N.O. KIM 3023 TO BORER 21 11 4 LAYER NAME: ,,P _ m 1 ELSW EC Ej FS S3/S KC12-10-04 UNDER SNITCH B A TH 3 I_ DESCRIPTION OF CIRCUITS off, _ FL 1, ¢ T, c NO. SERVING VOLT WIRE AMP / t 1 LIV RM LTS REC 120 14-2 15 -I---- S/S/S I 2 BEDI*LTSREC AFCI 120 14-2 15 3 BE02LTSREC AFq 120 . 14-2 1s FAMI Y�DINING ROOM S/S, \\ o 4 KITCHEN•LTS 120 14-1 15 „g_B0X„ 3 0 z 5 KITCHEN•REC 120 12-2 20 } 6 KITCHEN•REC 120 12-2 20 7 BOILER 120 14-2 15F- 8 DRYER 240 10-3 30 �� `� tt � (2)2'ELECTRICAL F— . 9 WASHER 120 12-2 20 \ CONDUITS TO 3rd FLOOR 10 RANGE 240 8-3 40 0 tz 1 LJ 11 BATH3DININGLTS 120 14-2 15 L'- 121 DISHWASHER 120 12-2 20 13 REFER. 120 12-2 20 LIVING ROOM 14 1 SMOKE DETECTORS AFCI 120 - 14-2 15 15 DINING; REC 120 12-2 20 S/S S/S 16 BE03•LTSREC AFq 120 14-2 15 1 JUMP JUMP JUMP JUMP JUMP ` 17 BATH21TS: HALLTS REC 120 14-2 1 15 -----------T------I----�� II - 21 BATHS• REC GA 120 12-2 20 CF'ai DRAWN BY: 22 BATH12• REC GFI 120 12-2 20 Q\\; MS/KC - -- y--- FOR HELP CALL: -- ----; SUBMITTAL/CRYSTAL I / s F REVISIONS A-BOX , �. . I I .ti T 3 _ DATE i I[M J 12 KITCHEN -- o t I � Rl' T.R.ARNOLD At ASSOCIATES,INC. P.O.Be z 1081 CFt S3IS3 �/\ rv❑ Elkhart,IN 46515 Commonwealth of Massachusetts Accredited Evaluation and, I \ Inspection Agency j \ This document is terrified as being in conformance with Massachusetts State - Codes and the National TO BASEMENT TO 2nd RR TO BASEMENT TO 2nd FLR EI ct"cal o e 6- 1 0 5 1 3 �• 3-WAY$WITCH 4-WAY SWITCH SMq(E DET. - SMOKE DETS. SCALE. Approved 1 r—ou Date DEC 2 1 Approval of this document does rot authorize or approve any on issiono de.iMr„,from the, r��re—tsof - SHEET NO. - applicab4 state Laws. Di rk ►f S FOR ALL R1- CE55ED .L1.GHT5 * * - . . 5 MM I\\\-���((I R5, /�j ��^.�J }�✓ jp�� (/'� I I INDUSTRIES INC. 11 , *. D I -1-M E - F V I \ A L L I \ E C E S S E D. - L I 1 I I TS * * P.O. BOX 9000 R7E. 121 b!q /' OXFORD ME 04270 S (/' C (/' /\ \�( ``/ \x/C (^! I IA �`� 3 1� TELE: (207) 539-8883 I N L I_ rt'i�I \0 T B 0/ \1_S ( V 1 f E I FAX: (207)539-4446 CONDUIT TO BASEMENT LEVEL I=OR ONSITE CATS INSTALLATION BY CUSTOMER DWG No. KIM 3023 FLR 16 1-t 7 22 3-WAY TO It5W1TCH 8 2 OKE-0ETS. \\ LAYER NAME: ) .2ELEC REC - -- DATE: 1 _ BATH 2 ----------- ----------- 12/ 3/04 E1E� BATH 1 I` a =I at FL # VAR REC ;.E y v o - 0 T.R.ARNOLD&ASSOCIATES.INC. \� W. y� It P.O.Box 1081 \ \ \\ I t-- Etkhart,IN 46515 JLI - BEDROOM 3. ----�-� tt.. Commonwealth of Massachusetts f / SJS _ S/S�S S (2)2'ElfCTRlCAE U \\ !If——— S CGYDINTS TO 3rd fL00R I , f Accredited Evaluation and —— Q' _ S S' Inspection Agency This document is certified as being in confortnance with Massachusetts state EI [ cal a e )) )) SD HA I Codes and the National _ t`L \ � D .BOX 4 / Approved By \ S3 Date Approval of this docur m does not authorize pr or apove arty omission or deviation from the requirementt of _—' \ , S/S applic:le State t—s. .. - ,. DRAWN BY: - BEDROOM 1 MS KC El FOR HELP CALL: - SUBMITTAL/CRYSTAL DESCRIPTION OF CIRCUITS ' 1 NO. SERwrtr_. VOLT 1NRE AMP I REVISIONS 1 UV RM<SREC 120 14-2 15 ; DATE ITEM 2 BED1•LTSREC AFCI 120 14-2 15 JL 3 BE02'LTS REC AFCI 120 14-2 15 4 KITCHEN•LTS 120 14-2 15 BEDROOM, 2 1 I� 5 KITCHENO REC 1120 12-2 20 r 6 KITCHENaREC 120 12-2 20 ))7 BOILER 120 14-2 15 C—BOX:" 8 DRYER 240 10-3 30 9 WASHER 120 12-2 1 20 10 RANGE 240 8-3 40 ry ) S 11 BATH3DININGOLTS 120 14-2 15 11 DISHWASHER 120 12-2 20 / 13 REFER. 120 12-2 20 / 14 SMOKE DETECTORS AFC1 120 14-2 15 i ) 15 DINING; REC 120 12-2 1 20 To Arnc To ATTIC 16 BE030LTSREC AFCI 120Al2-220 suoKE oECT. t1GHTs SCALE: 17 BATH2-LTS: HALL I-TS REC 120 21 BATH3 REC(CFI) 120 2 'ZI 1 X 3 0 1 / 3 81 CUSTOM COLONIAL 1/4"-' -O 22 BATH1 2• REC GFI 120 SEE ORDER / CONTRACT FOR SPECIFICSSHEET NO 5A FEEDER & NEUTRAL LOAD DOOR SCHEDULE, - Ii PARADIGM WINDOW SCHEDULE (STD. WINDOWS) � INDUSTRIES INC. i MFGR. REMARK I BINDOW CAL SIZE UNIT SIZE ROUGH OPENING TYPE LIGHT SO. FT. VENTS. FT. S0:FL P.O. FORBOX 900o Rom. tzt LIGHTING AND SMALL APPLIANCE HOT WATER BASEBOARD CODES WIDTH HEIGHT •1HK. TYPE _ oxroao Me oaz;o 1 S-O 6'-8' 13 4" INSUL.CORE THERMA TRU EXTERIOR PAR2637 1/" 1 7" 26'X 37' I SINGLE HUNG 4.T 2.19 6.68 1.)LIGHTING TOTAL FLOOR AFEA = 2106 X 3= 6318 V,, 2 - 2'-8" 6'-8" 1 3 4" INSUL.CORE ;THERMA TRU EXTERIOR PAR3037 7 30"X 37' SINGLE HUNG I 5.60 2.59 1.71 I 7ELE: ( o,) 3-9 -8s$3 I 50 2.)SMALL APPLIANCE: 7 CIRCUITS X 1500- 10500VA THERMA TRU EXT,SINGLE S7L PAR3666 35 1 2"X 65 1 2" 36'X 66' SINGLE HUNG 13.61 5.42. 14.66 FAX: (zo�?s @-aaae Y, 3 3'-0" 6'-8" 1 3 4' INSUL.GORE 3.)LAUNDRY: I CIRCUIT X 1500= i500VA 4 3'-0° 6'-8' 1 3 4" INSUL CORE THERMA TRY EXT.DBL S PAR3266 31 1 2"X 65 i 2" 32'X 66' SINGLE HUNG 1130 3.40 14.8 1st 3000VA @ t(l09= 3000 VA 5 3'-0" 6'-8" 1 3 4" STEEL THERMA TRU FIREDOOR PAR3441 33 i 2'X 40 1 2" 34'X 41" N N 7.30 3.40 9.68 DWG NO. REMAINDER @ 00%= 5361 VA 6, 2'-8' 6'-8' L3 4' STEEL THERMA iRU FSLEDOOR PAR3636 35 i 2'X 35 12' 36'X 36' SINGLE HUNG 6.70 3.07 9.00 i035%1A1= 8361 VA - 1 3'-0" 6'-B" 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR3449 1 I ° 34"X 49' SIN HUNG 8.95 a.2a K8'0W"H K I M 3023 8 -B" 6'-8' 13 8' HOLLOW CORE WOODGRAIN PASSAGE PAR3672 35 i 2'X 71 1 SINGLE HUNG 14.60 1.10:UNE A NEUiRAL LINE B 9 2'-6' 6-8 1 3 8 HOLLOW CORE WOODGRNN: PASSAGE C1836-2 35'X 35 1 2" 35 1 2'X 36' CASEMENT 6.0 5.98 LIGHTING AND SwlAll APPLIANCE: VA = AMPERES= 34.8 34.8 34.8 10 i'-10' 6'=8' 1 3 8' HOLLOW CORE WOOOGRAIN PASSAGE PAR3652 35 1 2'X 51 12" 36'X 52" DBL HUNG 9.0 4.37 13:00 LAYER. NAME: HEATING AND COOLING 7.1 1.1 0 11: . 1'-4' 6'-8" 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR2637 25 1 "X 36 1 2" 26'X 37" OBL HUNG 3.92 1.87 6.68 DATA 1 FURNACE BLOWER _ 1 �- 0 12 3'-6" 6'-8' 1 3 8" FLUSH/SO. WOMAN PASSAGE PAR3037 } 'X 30'X 37' DBL HUNG 2. 4 7.71 16-50 13 2'-8' 6'-8" 1 3 8 FLUSH SO WOODGRAIN PASSAGE P 6 35 1 "X 5 I 36"X 66' HUNG 11. 5.81 i 2)HEATING ELEMENT _0 0 _0- 32"X 66" DBL HUNG . 10.20 5.10 4 3)AIR CONDITIONER 0 0 0 14 2'-6' .6'-8' 1 3 8' FLUSH S0 WOODGRAIN PASSAGE PAR3266 DATE: 15 1'-i0' 6'-8' 1 3 8° FLUSH SO WOOOGRAIN PASSAGE PAR3441 33 1 "X 40 I -34"X 41 DBL HUNG 6.32 12_15._O4 LARGEST FAN(S) -A�257• 0 2.4 2.4 16 1'-4" .6'-8' 1 3 8" FLUSH SO PEACHTREE INSUL:GLASS PAR 35 1 2'X 35 t 2° - 36'X 36' ' DBL HUNG 5.78 2.ti$ 900 LARGEST F LOADING 11' 8' 0' 6'-8' 1 3 4" SLIDER PEACHTREE INSUL CLASS _ PAR3449 DBL HUNG 7.82 7 11:51 18 6'-0' 6'-8' 1 3 4' SLIDER PEACNTREE INSUL CORE PAR3672 35 1 2'X 71 1 2' 36'X 72' DBL HUNG 13.04 6.50 MOO 3.68 1 EXHAUST FAN 1_6 1 6 0 19 6'-0' C-8" 1 3 4' PATIO SWINGER THERMA-TRU 08 INSUL CORE EA36F 36'X 54 1 4' EXTENDED ARCH .3 --- 7.50 . 20 6'-0' 6'-B' 1 3 4' SWINGER THERMA-TRU 18 INSUL CORE A6018 60'X 18' AWNING 4.36 4.53 1.50 2)WATER HEATER 18_8 0 18_8 " 3)DISHWASHER 9_0 9_0 0 ZI 6'-0" 6'-8' 1 3 4" SWINGER WOODGRAIN 81-FOLD CFC30 4 54'X 42" TRIPLE CASEMENT 8.7 5.2 15 �- 3).DISPOSAL 0 5_0 5.0 22 5'-0" 6'-8' 1 3 8' 6 PANEL PINE 'WOODGRAIN M-FOLD HR3015 1 'X 14 4' 30'X 15 1 4' 1 2 ROUND 1.41 3175 23 5-0' 6 3 8''-8' 1 6 PAN MASONITE WOODGRAIN SLIDER NOTE xteD0W5 SAFETY GLAZING TO BE PROVIDED FOR N HAZARDOUS LOCAN 4)MICROWAVE 0 6_0 6.0 a45 24 T-O" 6'-8' 1 3 8' 6 PANEL PINE WOODGRAIN SLIDER NOTE: WINDOWS ARE NFRC RATED. TOTAL APPLIANCE-AMP X.75 WITH APPLIANCES 22.1 16.2 22.4 25 :5'-0' 6'-8' 13 8' 6 PAN MASONITE WOODGRAIN 81-FOLD CLOTHING DRYER 23.3 Ifi.3 23.3 26 a-0' 6'-8' 1 3 8' 6 PANEL PINE WOODGRAIN BI-FOLD (f RANGE 33.3 23.3 33:3 27 e-O' 6'-8' 1 3 8' 6 PAN MASONITE WOODGRAIN BI-FOLD 28 4'-0' 6'-8' i 3 8' 6 PANEL PINE WOODGRAIN SLIDER T R M 29 4'-0' 6'-8" 1 3 8' 6 PAN MASONITE WOODGRAIN SLIDER SERVICE C ON U 0 A PACTTY D t (TOTAL)= 120.6 100.1 116.2 LIGHT & VENT SCHEDULE USING 200 AMP SERMCE DESCRIPTION OF CIRCUITS Q ROOM FLOOR CLASS . %OF ARTIF- VENT %OF ARTIF- N0. SERVING VOLT WIRE AMP AREA AREA FLOOR LIGHT AREA FLOOR VENT 1 UV RMwLTSREC 120 14-2 15 LIVING ROOM 292 47 i6 44 15 2 BEDiATSREC AFCI 120 14-2 15 KITCHEN 214 9 4 240 W 5 2 1160 CFM 3 BED2•LTSREC AFCI 120 14-2 15 DRAWN aY: 3 FAMILY DINING RM 127 68 s3 6s . s3 ' FLOOR PLAN SYMBOL-LEGEND 4 KITCHEN•LTS 120 14-2 15 BREAKFAST XX XX XX XX XX KiERSTEN 5 KITCHEN•REC 120 12-2 20 BEDROOM V 188 28 15 16 9 C.C. - CHIMNEY.CHASE LOCATION. 2" MIN. CLEARANCE TO COMBUSTIBLES FOR _ 6 KITCHEN REC i20 12-2 20 BEDROOM #2 112 24 21 12 11 CHIMNEY. FiRE STOPPING MUST BE INSTALLED ON SITE BY OTHERS SUBJECT 7 BOILER 120 14-2 15 1s CHECKED BY'::. 8 DRYER BEDROOM3 118 36 30 15 240 10-3 30 TO LOCAL CODE OFFICAL, HAVING JURISDICTION, INSPECTIONS. `. 9 WASHER 120 1 12-2 20 BEDROOM #4 XX XX XX XX XX C.- CLOSET WITH SHELF AND ROD 10 RANGE 240 8-3 40 BATH 1 ---- 120 W 70 CFM REVISIONS 11 BATH3DININGLTS 120 . 14-2 15 BATH#2 ---- 120 W 7Q CFM L. - LINEN CLOSET WiTH (3) SHELVES. 12 DISHWASHER 120 12-2 20 BATH 3 ---- 120 W 70 CFM S.W - STAIRWELL ITEM 13 REFER I120 12-2 20 HALL XX XX XX XX XX 14 SMOKE DETECTORS AFCI t20 14-2 15 DEN STUDY XX XX XX .XX XX W.C. - WATER CLOSET.- DEMAND LIMIT MAX: 1.6 GALLONS PER FLUSH (MASS.) 15 DINING,• REC 120 -12-2 20 FOYER XX XX XX XX XX T LTSREC AFCI 120 14-2 15 a- SMOKE DE TECTOR LOCATION I6 BED3 FAMILY ROOM XX XX XX XX XX I 17 BATH2LTS: HALLLTS REC 120 14-2 15 EXERCISE ROOM XX XX XX I• XX XX 4 - < STATE AND TRA INSIGNIA LOCATIONS 21 BATH3' REC GA 120 12-2 20 22 BATH12 REC (FI 120 12-2 20 I 0 - . DATA PLATE LOCATION ELECTRICAL SYMBOL LEGEND BUILDER REFERANCE MANUAL PAGE INFORMATION :4'.r DUPLEX RECEPTACLES © JUNCTION BOX OO FOUR WAY SWITCH ND FAULT RECEPTACLE O THERMOSTAT / DOUBLE GANG 4-WAY/SINGLE SWITCH T.R.ARNOLD&ASSOCIATES,INC. SECTION 6 PAGE GROUND / P.O.Box 1081 GROUND FAULT PROTECTED REC. + PADDLE FAN S/S,/S` TRIPLE GANG 3-WAY/SINGLE/$INQE k Ellch.N,IN 46515 A. FOUNDATION- 25-27 SWITCHED RECEPTACLE RECESSED LOT FS FIRE SAFETY SNITCH,. Commonwealth of Massachusetts B. RANCH-. 28-30 ® 0 Accredited Evaluation and C. RAISED RANCH- 31-34 4DE RANGE/DRYER RECEPTACLE HR HEAT/FAN/UGHT PHONE JACK Inspection Agency SCALE. WATERPROOF GFl RECEPTACLE }�� FlOURE$CENi Tv : TELEVISION JACK This document is certified asheingincontormince D. CAPE (AND DORMERS)- 35-41 with Massachusetts state E. GAMBREL`(AND DORMERS)- 42-46 NOT TO SCALE OO U.L.APPROVED SMOKE DETECTOR R 70 CFM.FAN/LIGHT COMBO EXT.EXH. PANEL BOX Codes and the ic at oateot>a1 F. SALT-BOX (AND DORMERS)- 40-41, 47-50 OO E COMPACTABl1 PHOTO. ELEC.DETECTOR(MASS.) s0 SINGLE POLE SN1rcH �� WIRE W WALL OR PARTITION G. EXPANDABLE COLONIAL- 51-54 B RANGE HOOD 160 CFM.EXH•TO EXT. S/ DOUBLE GANG SWITCHES - Approved 9y SHEET NO.. WIRE IN CEILING OR FLOOR H. 4-BOX COLONIAL= S1-54 Date DEC 20 b WALL MOUNTED INCANDESCENT LIGHT /S DOUBLE GANG 3-WAY/SINGLE SWATCH 1 THREE iMRE A,,,y,at ""sdocp�'°°°=h die rect ,emaets a°"` I. OPTIONAL ROOF PITCHES- 55-59 SURFACE MOUNTED INCANDESCENT LIGHT THREE WAY SWATCH am onxs o.�.iM n from ,� HOME RUH.ro PANELeoz ao,tKaeb°svte t� J. . ELECTRICAL- 60-63 K. PLUMBING- 64-71 F f REFERENCE KEISER INDUSTRIES INSTALLATION MANUAL FOR ALL ON-SITE CONNECTION DETAILS. j FOR ACTUAL ROOF COMPONENTS iNouS TRIES000R C. 12 P.O: BOX 9000 RI1 I 1 - - I SEE PG SA—B. ALL INSULATION I TELLS'OXFORD.(207)'S 9;8883 1 DONPN nos oQEKNTIN, s - AND CONSTRUCTION DETAILS FAX: (2O7)539-"� .. CONIWAKUS RIDGE BEAM I - - (2)2.6 12 OR B/R SPF _ TX6 FLIP RAFTER BELOW THE ROOF ARE TYPICAL DWG NO . - SPF�20R6TR PER THIS SHEET. KIM 3023 W UaMaRf.R ilk IRSPF Q�� I NOT TO BE USED AS NARITABL[OR ATTIC24 - ::`• - - ' 28 12 OR BTO SPF - SURGE.T DEAR tE ONLY ENGINEERED N TO _ _ �}y I 99i•� sUareRr DEAD vciaE a c[R1xc,xoE ut4 LOADS. GOTO VIEW: I 9 [ R_BwWU uW INSULATION FUIIN9ED .2X6 SPF 12 OR BTA COLLAR TES P 16'O.C. S L C TIO N- .. MtAUM R-9 INSULATE!WIN AND INSTALLED BY OTHERS BAFFLES NRN90 AND INSTALLED BY OTHERS COLIr BE 2X8 SPF 42 OR BTR RAFTERS e 16'O.C. DATE: , 12-15-04 w SFr ; 12 ` LEDGER 2, 10 To azPM SELF SEAUIC ASPHALT a 0 2 PLY-DRY AYMENT S Q�~4� 1A6 SPF J2 OR BIR OpS� SNC1E.TOP PLATE i °9� 7/16.0.S1 OR OPTRNUL - ��� 2X4 CONIIMJOUS KNE[WALL FULL LENGTH 1/2"PLYWOOD SNEATHW- O w z ' MI✓•WM R-39.NSIAAIXXI F1TW pS� ht sons STUD FRAM OR I SNOB 16'O.0 DIRECTLY UNDER RAFTERS. 9,P,• .. L� INTERIOR WALL ro KNEEWALL 0S� BTR SPF 0 IS O.C../SNOE 3/4-FL M000 Ql$TS 0 BOTH SIDES INSTALLED BIT �? BOTTOM PLATE _ OF EACH RAFTER WIN 5/8'xt'CARRIAGE SOLfS _ O. MINIMUM R-9INSULATION - R-3D INSULATIONISTAUED - F--. FIRM ID AND INSTALLED I 0 FACTORY BETWEEN DGWALLS .. . ON SITE BY OTHER$ N rn.DYBFWIGroVY 3/4*PLYWOOD KP ixaoo GECKINC i avflBIANGTW: .. - � ` v L-.r � ALUNN FASCIA 05TAU 0 EAVES OFT FINE FASCIA NSTAItIDWFAYFS ZW XTO s @2 @ 16"o.C. xIO SPF B @ 16"o.C. Ir V2"SIIEETROGE MEr S OR Warn CONT.YDEYL SOFFIT NULAtED bN BOX MR IYTFJ 1 I/8- QENAA xSwOS WD-�AN BRIDKwO 62 SO.KAJ. � � —� ��- 12-DRYWALLS:-SHIMS)/ g - ytTY1 SUOG STD - - � Q .O 7/16'OSA SHEATHING WOOD SUNG GEE Vr PLYWOOD dTION.LL - 2X4 STUD GRADE MATEWALLS I/2•SNEETRWc� 016'D.C. . WNYL SETNG I WOOD OPTIONAL)—�� - 2N1 SM FWED a Ir QC.Irnl . uATEWALLS HAVE 3/8' At DOERIN IRIS ID III DOUBT)0 FACWRI WIN W/C6L is PLATES A SINGLE BOTTOM I/1/2'COX PLYWOOD O6 T/IB"� COX SHEATHING - 949 FOCKA BATI MICK ?LATE 0 EXT WALLS - - OS6 SHEATHING,WALL S EAT - Ll t 2X1D CENTER ORDER 8-9 AO/FSLEA1l01T Vr9ffTB0U( J4'T6C CECKNG �NAL4161DYE - - F MINK"R-19 NSUIADON ALONG - DRAWN BY: • eon+FLaaT W t[vxG PFADETER 2x6 SPF IV2 JSTS a 16"O.0 L8 SPF?V2,STS P.16"D.C.DES. KI E R S T E N RAES lIOTII SI - -------I---- fFJ------- --------j----'-P V_F_- ----------�----_F-RI-fTFL---R-"-- TIARA - J P -- 2)2XIO POBWETER MST 12 SPF OR OR _ . _ .. . . MUTED 2N WX HDR Irn, V2 6HEETROCK xS"'AGEISnwA - - CHECKED BY: - I •ORYWrALL mer.SINS - vNn soNc srD P/16 osA 9EAT10G WOOD SONG GET Vt PLYWOrndT10NOL 2X4 STUD CRADE MATEWALLs - - REVISIONS 112'SEE FROCK--__ @16.O.C. C - .. YNYL SLOG I WOOD OFTKNIAU 36,SRO FRAMED 0 IC Ott nri. DkTL. ITEM - fIAIEWALLS HAVE 31r a CIWW AUS D BE IODU 0 FACTIAY WIN w/D6L TOP Pum A m E 60TTow Vr COX PLYWOOD 06 7/IC� COX S 0TMG 1 -19 FW&.G Ben It9AeTIX - PLATE W Da WALLS - .. OS6 WALL SHEATHING. - . 3/4'TAC DECKING 119 WIN INSULATION Vr sE£iRDaK Ao SPAN OFFSET!LOCK NVOP& _ - - PORTION BELOW LINE - - FURNISIG AND NSIALED 00.PEaET91 SlE RAI.S (4)IXIO CENTER ORDER . 01 SIR BY OTHERS 2X8 SPF 111/2 JSTS-P 16'O.C. 2x8 SPF 1I/2 JSTS P 16'O.C. z)2xro aNW[RR JOST 12 sa OR BiR 1R TRM9 BELIED SLL WIN 0L WxD BOAC R\ ByODEH 10'MASS TYP. I- `—AST N1Rt ML IISIS 1WW4 WALL THICKNESS 2 X 6 FTRI STOP FOR LENGTH OF ORDER In'Man 911"Fd GEL . NO FLOOR INSULATION IS REQUIRED IN THE - ALSO VDN It IF DIM INSULATED SILL BY OTHERS. fDbo NO■H Ir or FIRST FLOOR OVER CONDITIONED BASEMENT SPACES ' DO O I[Nn1N SLL IOHK ALL FLOOR OR FOUNDATION INSULATION REOUNED II f PER COO[IS TO BE PROVIDED AND INSTALLED ON SITE BY OTHERS. - ---JI/rM Dm OMB FAIM AW 16TKUD By Dow II III. T.R.ARNOLD&ASSOCIATES,INC. a CIIII -SE MR To FMFDI PtWL. 110 Y.O.Box 1081 7IIi=111C 11�1111= Al22'III LL n r4 X tr Elkhart,IN 46515 II�III III C)ME Tans i11=111E II-111NIII—IlL 0�� ato.rc61LLE �II�III�II Commonwealth of Massachusetts H11 III 11It OEa-9R61own a-9EfiaDQQ il1y1111=t Accredited Evaluation and =IIII=IIII=111L M D YXn BY TOOL --_— �111�11 7111~ sn o ama 4ATPOEIW XO MOKU(R III tIIP 1.1111=1 Inspection Agency SCALE. DRAINAGE A111=IIII '1-IIII= This document is ce tiTIed as being in coneor nance IIII= _ _ IIII�III-IIII IIII IIII=IIII IIII IIII=1111�RI-nN mI uu= ;)I 1111�111=111HIII-IIII=O(1-IIII-IIII IIII, IIII IIII„IIII IIII iLllll= wthnAassachusens5tate NOT TO SCALE "_""-""-""^ - ( ="'�n� 711E-I Codes and the National II'=_ _?> :=gill—IIIIUL —IIII-IIII-111NII�1111-111__;==>�I11=IIII- _iIILIIII-1111�iIC=11'— =IIII=11tF�A?=--':=_„h-- O COArACTED F11 'IL 1 —IIU�1 IIUIIII=LID— "IIIL=IIII=IIII,-IIII-111L=—III III IIII-I =IIII=IIII-III(=IIII` IIII=11 III IIIL=IIII=IIII=IIII` El ct'cal o e PER CODE =RII=IIII�I'r "' IIIIII�illl=u' 11=111111III III _ nII=uU—I" Approved By SHEET NO. TYP.DRAM T4E - .. Date DEC 20 - .. Approval of this document does IN authorize or approve - _ - any or issi—m deviation fmm the requirements of ..: - applicable State Laws. FASTEN 2x8 BAND JOIST n TO RAFTER WITH( 3).131 x 3 T.R.ARNOLD&ASSOCIATES,INC. MECHANICAL FASTENERS P.O.Box 1081 INDUSTRIES INC. R.O. BOX soon RTE. 121 Elkhart,IN 46515 I' OXFORD, ME 04270 Commonwealth of Massachusetts Accredited Evaluation and TEL E: (207) 539-8883 I DROP RIDGE FOR Inspection Agency FAX: (207)539-444e VENTILATION SEE TO P F L I P PRINT (P 14) - This document is certified as being in°°nt°rman°e with Massachusetts State DWG NO. LAYOUT FOR SPECIFICS �odesandtheNah°nal Z j 23/32' El t'cal o e KIM J02J Approved By FASTEN 2 x 2 HINGE LEDGER BOARD TO 2 x 8 HINGE BANDany-nisi. Date DR EC LAYER NAME: Approval i this doc°rnant does not authorize of approve SE C TI0N 1 JOIST W/( 1).131 x 3"MECHANICAL. ���`� sq O /� a ry om ss on or deviation h°m the requ rena nts of � Q ° - applicable State Laws: FASTENER L'8"o.c. �� Oo OOF SHEATHING DATE: 12 12-15-04 �;45:000* C/_) z 45.` C3Q� 2x 9' 4 3 4" 2 SPF COLLAR TIE @ 16' �6/�3 CD O 1— �, LL C,4 m w 7 3/8., V �� t� �k`� p �' o ZIP C/) Sk PLO F 00 t-,J ^ P _ � J �- �( N a, Y o 2x8 2 PF LOWER HINGED RAFTER o U ` -A � U U FASTEN 2x6 FASCIA BD. W/(3 I I 00 o 0 0 ^ SEE BASE RAFTER N NIC FASTENERS & GUSSET DETAIL .131 x 3"MECHANICAL �� ® _ p � > 1/4` o CD ON SHEET P DRAWN BY: m KIERSTEN 3/4" DECKING 1 Q�P F �L� �' FASTEN 2x8 PLATE TO SUPPORT SEE KNEEWALL `� o Y SPECIFICS ON FOR HELP CALL: �`0 zp �o� , BLOCKS AND RAFTER WITH (4) 3", N 8 WOOD SCREWS. SHEET P1.5 �NG!NEERING 2 x 10 # 2 SPF @ 16"O.C. 2 x 10 # 2 SPF FLOOR JOISTS @ 16"o.c. REVISIONS 9" DATE ITEM 4'-0" 4' 0., 2x6 SUB FASCIA fI ON SITE" 10 1/2" FASTEN 2x8 ROOF PLATE TO 2x8 PLATE ON CEILING 2x8x14 1/4" BLOCK CUT @ 45' WAI) 3/8"x5" LAG BOLT & WASHER @ 8"o.c. ( ' ANGLE AND ATTACHED TO ONE SIDE I LENGTH OF OFFSET AREA.(OR 3-16d ® 8"o.c.) OF RAFTER W/ 100% GLUE COVERAGE AND FASTENED W/(5) 3"031 MECHANICAL FASTENERS ( SUPPORT BLOCK ) 12'-0 3/8" 12'-0 3/8" 24'-' 0 3/4„ 24'-O 3/4" W1DE (12/12) N GTE: SCALE- - 1 0 2x6. TOP FLIP LENGTH = 4'-8 3/4' - " 12112 PITCH HINGED ROOF 2x6 LOWER COLLAR TIE LNGTH 9 -4 -3/4 @ STD. CAPE SECTION SHEET NO. SYSTEMS HAVE GUSSETS RIDGE SET POST HBGH-T 12'-2 9/16" ,1,W (H) COLLAR. TIE HGT. OFF DECKING 7'-7 1/4" 8 A SIZED � 1 3�4 ) x 20 R. _Drowin s JOBS K[M 04coI niol 3023ABCD.aec / ( INDUSTRIES INC. P.O. BOX 9000 P.7E. 121 T.R.ARNOLD&7ASSOCIATE§,,INC. w OXFORD, ME 04270 P.O. I - TELE: '(207) 539-3883 Elkhar _ \ ' FAX: (207)539-4446 commonwealtusettsAccreditedndDWG NO. InspectionAgency This document is certified as being in codformance '/ K I M 3023 !-�j with Massachusetts State Codes and the National I - _ - ,� F of Et ct n �o �: 9 1,12 NAME- Approved 9y / j ; LAYER 3"� ,�, SECTION S� \v Date DE 20 2C +q' O��Q �F� FASTEN 2x8 RIDGE BD. TO �APP,o"atotm;=mae"renra than. ,��e any omission or deviatio"from the nqurre rtts of -�� - — Pe,G\PCP\ �QP RAFTER WITH (4) 3" x .11 aPabiestate T �q� DATE: MECHANICAL FASTENERS 12 15 C4 \a �' 2x8x14 1/4" BLOCK CUT @ 45' ANGLE AND ATTACHED TO (1) SIDE OF RAFTER W/ 100% GLUE COVERAGE FASTEN 2x8 RIDGE BD. TO PAND FASTENED W/(5) 3"x.131 MECHANICAL / RAFTER WITH (4) 3" x .131 Ij2' HOLE o y Q FASTENERS ( SUPPORT BLOCK ) / MECHANICAL'FASTENERS �y yq� �q- Y W � o FASTEN 2x8 PLATE TO SUPPORT / \ q�Tc!� �64 h\� '` � BLOCKS AND RAFTER WITH (4) /. ��\�,ti ��s 12 - ;�,���3J C � C 3', # 8 WOOD SCREWS. i, \ S I C/ 12 \ : cam o BLOCKS MODIFIED TO BE FULL HEIGHT 1-1j o, Fo DRAWN BY: K,IERSTEN 7 FASTEN 2^8 PLATE TO SUPPORT CHECKED,BY: \ o I \ ( BLOCKS AND RAF IEi,-WITH (4) \ 3/4"PLYWOOD 20"GUSSET HGT. REVISIONS 3", # 8 WOOD SCREWS. FLOOR DECKING 3/4"PLYWOOD �• \ I \ I h~\ - ENLARGED DETAIL � — � � I—CAA _V END CUTy 2 x 10 # 2 SPF @ 16" O.C. FLOOR JOISTS 9 — _ — DATE IL E= 1.5 XYl ON SITE ENLARGED DETAIL ( / 9• AFTER THE ROOF PANEL IS PROPERLY FASTENED / ID 1/2 -0 THE JOIST, INSTALL (1) SIMPSON LSTA-18 STRAP 11 3 OF @ EACH RAFTER TO JOIST AT THE ANGLE SHOWN. I' END CUT FASTEN EACH END WITH (6) 10d HANGER NAILS. / 2x8x14 1/4" BLOCK CUT ® 45' "ON SITE' / ANGLE AND ATTACHED TO ONE SIDE FASTEN 2x8 ROOF PLATE TO 2x8 PLATE ON CEILING - / OF RAFTER W/ 1,00% GLUE COVERAGE W/('13/s"xs" LAG BOLT & WASHER ®8"D.c. I LENGTH OF OFFSET AREA.OR 3-16d ® 8"o.c. I / AND FASTENED W/(5) 3"x.131 MECHANICAL O / FASTENERS ( SUPPORT BLOCK ) 12'_2't I MOTE: WI F T 1v /1 RAFTER ROOF I 1/2" Ho.� �� ,�', , SCALE:,, _ „ 12 2 DE 0 FSE with 2 2 3 8 0 12112 PITCH HINGED ROOF RIDGE SET POST HEIGHT 5'-10 7/8" I SHEET No. i SYSTEMS HAVE GUSSETS UQB SIZED: 11 3/4 (W) x 20 (H) R- \_Drowings\JOBS\KIM\04coion al\3023ABCD.oec r aO � O � INDUSTRIES INC. P.O. BOX 9000 RTE.-121 " OXFORD. ME 04270 ' TELE: (207) 539-8883- FAX: (207)539-4446 r DWG NO. KIM 3023 LAYER NAME_ H 1PLUMB',_ DATE: E 12/13/04 ° C 21%41' / t PLUMBING A D ACCESS, T.R.ARNOLD&ASSOCIATES,INC. P.O.Boa 1081 Elkhart,IN 46SIS F a Q� Commonwealth of Massachusetts Accredited Evaluation and 0 Z Inspection Agency This dc=nnent is certified as tieing in conformance _ - .;1 . SEE INSTALLATION NOTE with Massachusetts state - - Codes and the National - B-BOX FOR INDIRECT WASTE ^ n El ct'cal o e 15'-113/4' � � Approved By .. . � .. . Date DEC 20. Approval of this doc m does not aolhorom or approve - - - any omission or deviation from the requirements of applicable State Laws- ----------- ------T— ---`t / _ .. DRAWN BY: (A)--I 1 2" KI'T VENT UP 2" DRAIN DOWN A - -----, MS B --3" 2nd FLR DRAIN DROP 1 f O � FOR HELP CALL: 2a'x24' 17`-4 4 1/ " (C)--1 112" LAV VENT & DRAIN -�; PLUMBING exi: XXX ACCESS (D)--3 2nd FLR DRAIN DROP #2 �� REVISIONS (E)--2 FUTURE BASEMENT VENT LE : DATE ITEM (F)--2"- WASHER DRIP PAN DROP 17A-BOX" - ll (G)--31' MAIN VENT STACK H --.4 ) COPPER H2O FEEDS TO 2nd FLR (� o 1f Ot ➢ SYMBOL LEGEND + 1 1/2n PIPE ¢ 2e PIPE t 3" PIPE INSTALLATION FOR INDIRECT WASTE DRAINAGE: ALL INDIRECT WASTE PIPING • • 3/4" COPPER PIPES SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK SCALE: INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS DRAIN LINE AND STANDPIPES SHALL BE TRAPPED AND VENTED AND ------ VENT LINE SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. ALL SHEET NO. - LINE DROPSL BELOW FRAMING INDIRECT,,WASTE PIPING THAT EXCEEDS 2' IN DEVELOPED -- FACTORY TERMINATION LENGTH MEASURED` HORIZONTALLY, OR 4' IN TOTAL DEVELOPED Q (FOR ONSITE CONNECTION) LENGTH, SHALL BE TRAPPED. �J s INDUSTRIES INC. - q P.0:-60X-9000 RTE. 121 a F -0XFORD: ME 04270 TELE -(207)-539=8883 h - - FAX: .(207)539-4446 DWG NO KIM '3023 r. LAYER.NAME: _. t 2 PLUMB s n L RUN BACK TO ACCESS LOCATION riST FLOOR t - DATE: 12 ''.04' F IM , 3. I I „ 4 3 , z' 3° 3• r _ r. - 7. ,. a 2, 2 3 O. 00 D-BOX ------ - ------- IL o � - CD O . DRAWN BY: (I)-- KIERSTEN (B)--3' 2nd FLR DRAIN DROP #1 - FOR HELP CALL: (C)— 1 112" LAV VEN T & DRAIN ENGINEERING (D) -3rr. 2nd FLR DRAIN DROP #2 REVISIONS (E}—='2 FUTURE BASEMENT -VENT' ; .t _ oarE IT (E)--2" WASHER VENT & DRAIN (G)_-3„ MAIN VENT STACK w F N 4 COPPER H2O FEEDS TO 2nd FLR rC—BOX"I' ' SYMBOL LEGEND 4- 1 1/2" PIPE T.R.ARNOLD&ASSOCIATES,INC. 2" PIPE P.O.sex lost Elkhart,IN 46515 ♦ 3" PIPE Commonwealth of Massachusetts c. Accredited Evaluation and SCALE: 3/4" COPPER PIPES Inspection Agency " BRAIN LINE This document is certified as being in conformance with Massachusetts State ------ VENT LINEand the National Codes a do El ' o SHEET NO: Approved By LINE DROPS BELOW FRAMING --+ FACTORY TERMINATION A4 Date D _ - Approval of this document does nor author or approve Ja A ` '! 4 any omission or deviation from ltte lequimments a( (FOR ONSITE CONNECTION) ; A applicable slam laws. { INDUSTRIES INC. ABOVE LEGEND - - - ROOF � —' , P.O. BOX.9000 RTE. 121 RL-.-- VENT IHRU ROOF _ — OXFORD, ACE 04270 BELOW ROOK ¢� " _ _ — I I TELE:, (207) 539-8883 FAX: (207)539-4446 ;. BD BIDET PS PEDESTAL Sif`1K 1 Q F F Q _ , BT BATH TUB RL ROOF LINE - - " CL CEILING LINE S.C. SITE CONNECTION ,:= cl DWG N0: CO CLEAN OUT SHWR SHOWER ; "I z T KiM 3023 D/W DISHWASHER VTR VENT THROUGH ROOF a. 1� LAYER SAME FL FLOOR LINE WB WASHER BOX STAND PIPE _ - CL co N PLUMB FV 2° BASEMENT FUTURE VENT WC WATER CLOSET LAV % - K KITCHEN SINK WOP WASHER OVERFLOW PAN _ ' . z cL_ - ,__cL Lf J DATE: S LAV LAVATORY WP WHIRLPOOL TUB cL FL 12-15-04 w 3" _ - 3 w WT}C- o FL CL CO SHWR - CO ' .W.B.; W.C. J l - I FL l 1' - -_ FL FL _ , FLUz» Fn FL - CL- - S.C. "' T.R.ARNOLD&ASSOCIATES,INC. S.C., S.C., P.O.Box 1081 —— S.C. Elkhart,IN 46515 C/ 3 SHWR ^ Commonwealth of Massachusetts FL " Accredited Evaluation and FL 1 , `ti _ - Inspection Agency This document is certified as being in wnfom+ance with Massachusetts State Codes and the National I I I El ct ical o e j L I 1 1 Approved By DRAWN BY: . Date DEC 20 KIERSTEN Approval of this d«omen[does not authorize or approve any omission or deviation from da nquirmte+¢s of , app.m ble State t. - _ l I I FOR HELP CALL: 4-BOX CAPES AND COLONIALS WITH RAFTER ROOFS S:C' ; CONNECT N FUTURE WENT OL 1 ENGINEERING TO 3"MAIN VENT IN WALL CL o a cZc L REVISIONS ALL PLUMBING BELOW FLOOR LINE OF 1st FLOORZz TO BE SUPPLED/INSTALLED ON—SITE BY OTHERS. _ af a _ TO MAIN DATE ITEM CONNECTION BETWEEN 1st. AND 2nd. FLOORS ON ; CAP FOR FUTURE BASEMENT Z Z 3 3 DRAIN VENT IF NOT USED IMMEDIATELY. � N _ DRAIN UNITS TO BE COMPLETED ON-SITE BY OTHERS. w.c. FL FL 3 DWV VENT STACKS ARE TERMINATED IN THE 2nd cl - Z "�z FL 3 FL 3O 3~ - FLOOR CEILING JOISTS AT FACTORY. THE ONSITE CONTRACTOR __ -- FL'O r _ FIL IS TO SUPPLY / INSTALL ALL ON-SITE VENTING AND SEE INSTALLATION NOTE PLUMBING ABOVE THE COMPLETED 2nd FLOOR. CO ; 3 FOR INDIRECT wnsTE L?"- THIS INCLUDES THE VENT THROUGH ROOF- I FL "-- -y CL DASHED LINE PORTION TO BE FURNISHED INSTALLED ON SCALE: Y SITE BY OTHERS. INSTALLATION FOR INDIRECT WASTE DRAINAGE: ALL INDIRECT WASTE PIPING NOT TO SCALE) CO SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK INTO A WASTE RECEPTOR OR STANDPIPE. WA TE RECEPTORS SHEET N0. AND STANDPIPES SHALL BE TRAPPED AND VENTED AND '--- _ SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. ALL INDIRECT , THAT EXCEEDS 2 DEVELOPED KS NO ECT WASTE PIPING IH XCE IN EV - _ - LENGTH MEASURED HORIZONTALLY, OR 4' IN TOTAL DEVELOPED 9 B D/W _ LENGTH, SHALL BE TRAPPED. FL'_ f w SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P-10859 N0. DATE DESCRIPTION NOT TO SCALE N0. OF OUTLETS � cJ 25.5 TEST PIT #1._ TEST PIT -#2 5. INLET AND OUTLET TEES TO BE CAST IRON FINISHED GRADE 4" PVC 11 NOTES: 1. SEPTIC TANK SHALL BE STEEL PIPE 00.000001001 0 0 0000,000000 0 0 0 0 0 0 0 0 0 GRID. EL. 102.5 GRD. EL. 101.9 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. ° 0 0 0 ° o 0 0 ° 0 0 0 0 ° o 0 TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2' WALLS o 3 UNITS o° EST. HIGH GW. N A EST. HIGH GW. N A UNLESS UNDER PAVEMESEPTIC TANK TO NT DRIVES OR D H-10 G COVER NOTES: ° 0 1 t A A TRAVELED WAYS, WHEREIN H-20 LOADING . . 1. DIST. BOX TO WITHSTAND H-10 LOADING o - aA - 0 56" 12'-10" LOAMY SAND LOAMY SAND SHALL APPLY. ° ° ° ° ° ° ° "1° �' " UNLESS UNDER PAVEMENT, DRIVES OR o° 0 . Y 3 3 8" Y 3 3 8" w T TRAVELED WAYS W*XEIN H-20 LOADING ° 500 GALLONING D S ° 1 3. ALL PIPE CONNECTIONS AND CONCRETE 0 CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIA CONCRETE MANHOLES °o° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o0 B B W/ METAL HANDLES BROUGHT T 15" SHALL APPLY. ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LOAMY SAND LOAMY S ND 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE 8' 2. PROVIDE INLET TEE OR BAFFLE WHERE GENERAL NOTES: 10YR 5/6 30" 10YR 5,6 28" MORTAR. TEE TO BE UNDER 12' N. 6' 5,5' OUTLETS 33.5 EL = 100.0 EL = 99.6 M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR BRING COVERS TO PLAN VIEW - LEACHING CHAMBERS 1. THIS PLAN IS FOR DESIGN AND �/ • • T IN PUMPED SYSTEM. WITHIN 6 OF CONSTRUCTION OF THE SEWAGE 3 FINISHED GRADE• DISPOSAL FACILITY ONLY. MED/CO.0.1 SAND MED/CO. SANDrr- J44• �� 2' 3. FIRST TWO FEET OF PIPE OUT OF DIST. LOAM do SEED DISTURBED AREAS 2. ALL CONSTRUCTION METHODS AN 2.5Y 6 6 2.5Y 6 6 " RAISE M.H Wf-► - / » BOX TO BE LAID LEVEL. / / 10-6 SEWER BRICK . .e. _ _ _ STABLE BASE 16 1/M2 CRUSHED MATERIALS SHALL CONFORM TO SS. 2" 40" 10_p a CROSS-SECTION STIiNE. EASE 3' MAX. OMPACTED FI 36" MAXIMUM,12"MINIMUM D.E.P TITLE 5 AND LOCAL BOARD• • dt MORTAR 12 4. ALL PIPE CONNECTIONS AND CONCRETE OF HEALTH REGULATIONS. A CONSIRUCTK)wl SHALL BE WATERTIGHT. o o° 0°0 3" LAYER 3. ALL PIPES LOCATED UNDER PAVEMENT 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PRECAST SEPTIC TANK 10" 14» » T O O O O REMOVE E EQUw WAY SHALL BE SCHEDULE 65 INLET TEE 5'-1" 30 1/2 34 " 0$ O 24 0 O UNSUITABLE 4. THERE ARE NO KNOWN PRIVATE WELLS EFFEC. W MATERIAL FOR LOCATED WITHIN 150 FT. OF THE 5'-2" 4'-6" ! • 5'-8' to O O L] O O 5' AROUND PROPOSED LEACHING FACILITY NOR C-2 C-2 _ _ _ 4-o MIN. w , " 15 1/2w DEPTH O " _ r.>X �. (� 0 0 ANY KNOWN WELLS PROPOSED WITHIN ? LIQUID DEPTH 1 150 OF ANY KNOWN LEACHING FACILITY. MED. SAND MED. SAND s-e PRECAST DIST. 2.5Y 7/4 2.5Y 7/4 N a BOX / \\ 3/4w - 1 1/2" 5. WITHIN LIMIT OF EXCAVATION REMOVE 0 OBS. G.WATER " 0 OBS. G.WATER INDICATES �,_:•:.•� :4:. r :_`�,::• : 56" WASHED STONE ALL TOPSOIL, SUBSOIL AND OTHER " IMPERVIOUS MATERIAL. 144 150" �_ ESTIMATED BOTTOM ON LEVEL STABLE BASE •' 12 -10 F�5,-0"� 6. REPLACE WITH CLEAN WASHED SAND EL = 90.5 EL = 89.4 - SEASONAL HIGH 3" 1/�, OR OTHER CLEAN GRANULAR SOILS DATE: DATE: GROUND WATER PLAN VIEW 6 MIN. 3/4 TO 11-29-04 11-29-14 INDICATES r 1 IN. STONE CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER CONFORMING TO THE FOLLOWING OBSERVED SIEVE ANALYSIS: TEST BY: TEST BY: GROUND WATER 1OX (MAX) BY WT. SHALL THE BSC GROUP, INC. THE BSC GROUP, INC. PASS No. 50 SIEVE DESIGN CRITERIA. <10 X OF No. 4 SIEVE SHALL WITNESSED BY: WITNESSED BY: INDICATES ' PASS No. . DIVE STANTON DIVE STANTON PERC. <5 X OF No. 4 SIEVE SHALL PERC. RATE: PERC. RATE: TEST DESIGN FLOW: PASS No. 200 2 MIN./INCH 2 MIN./INCH ENGINEER TO INSPECT EXCAVATION UNIFORMITY COEFFICIENT O No. 4 INDICATES PRIOR TO INSTALLATION. 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. SIEVE </=6.0 SOIL EVALUATOR SOIL EVALUATOR CRAIG FIELD CRAIG FIELD ® UNSUITABLE CONC. 7. EXISTING UTILITIES WHERE SHOWN MATERIAL BOUND ENGINEER TO INSPECT SEPTIC SYSTEM IN THE DRAWINGS ARE APPROXIMATE. SOIL CLASS: SOIL CLASS: FOUND THE CONTRACTOR SHALL BE RESPON- ��..,, , PRIOR TO FINAL BACKFILLING. IREQUIRED SEPTIC TANK: SIBLE FOR PROPERLY LOCATING AND 440 X 200% = 880 GAL. COORDINATING THE PROPOSED CON- I STRUCTION ACTIVITY WITH DIG-SAFE L.T.A.R. L.T.A.R. �� / SEPTIC TANK PROVIDED: = 1500 GAL. AND THE APPLICABLE UTILITY 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. ,.yo EXISTING COMPANY AND MAINTAINING THE GARAGE EXISTING UTILITY SYSTEM IN SERVICE. DIG-SAFE SHALL BE NOTIFIED PER DATUM: k '109-f ,�o$/ �/ SIZE OF LEACHING FACILITY REQUIRED: THE STATE OF MASSACHUSETTS VERTICAL DATUM: ASSUMED \ - 1 ems, MIN./ INCH STATUTE 1-88CHAPTER7233.TH 409 9• � s DESIGN PERC. RATE: <2 ASSUMED LONG TERM APPL. RATE 0.74 G ENGINEER DOES NOT GUARANTEE BENCH MARK SET: TOP OF CONCRETE BOUND AT NORTHEASTERLY CORNER - ,148 ss BENCHMARK .P.D/S.F. THEIR ACCURACY OR THAT ALL ELEVATION 101.27 � \ � _ _ � ' � � � 440 GPD + 0.74 GPD/SF = 595 S.F. UTILITIES AND SUBSURFACE STRUCTURES 36, TOP OF ARE SHOWN. LOCATIONS AND ><9 CONCRETE ELEVATIONS OF UNDERGROUND UTILITIES - BOUND TAKEN FROM RECORD PLANS. THE J CONC. ��- \ / ELEVATION CONTRACTOR SHALL VERIFY SIZE, PROFILE: NOT TO SCALE BOUND 101.27 SIZE OF LEACHING FACILITY PROVIDED: LOCATION AND INVERTS OF UTILITIES 1 FOUND 68.9' / AND STRUCTURES AS REQUIRED PRIOR EL'=A FIRST PIPE LENGTH USE THREE CONCRETE LEACHING CHAMBERS TO THE START OF CONSTRUCTION. TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL EL=103.5 6" OF FINISHED GRADE. FOR MIN. 2' 0 ?� ' / 8. THIS SYSTEM IS NOT DESIGNED FOR 1 / f R/ o ��/ SIDEWALL = 2(12.83'+33,50') X 2'= 185.32 THE USE OF A GARBAGE GRINDER. FINISH GRADE I I / / i ' �, / �? A GARBAGE GRINDER IS NOT 711 PVC SCH 40 ;t�,1 �J '� �` \ �� Obi \ �v BOTTOM = 12.83 X 33.50 = 429,80 RECOMMENDED DUE TO RECOGNIZED I. ADVERSE IMPACTS TO THE LEACHING " w ♦�� 1 / / 63.6� � OI`/ \ , / 615S.F. 4 PV LEACHING CHAMBER I LOT 7 I r / I` / /� / FACILITY. 29,946f S.F. 1 i / 615 S.F x 0,74 GPD/SF = 455GPD = I= I=G H __ t / PROPOSED / I I=E - _ I / DRYWELL 5 OUTLET I Ft0 I , DIST. BOX =F 6.6 SEPARATION �� I -k I P 2 4/ / '�► ,, 99 SEPTIC TANK LOT 3 �. ,-_, � � I PROPO D UP BOTTOM OF HOLE J - ` 04� I 4 BEDR OM I 1' ,/ ,/ LOCUS INFORMATION INVERT ELEVATIONS: i i I •A�/ i °� I ' % /3 / 1 1 I / � 99 9 / CURRENT OWNER: JESSICA HUNT (LYNCH) BSC GROUP EXIST +� /..-x- /•6 TOP OF FOUNDATION 105.00 A SHED J 1 �O I 1 2 y/�:_: // / �V ,/ TITLE REFERENCE: DEED BOOK 8213, PAGE 40 657 MainStiW'Ct, (RT.28) Unit6 4" INVERT AT BUILDING 98.84 B �,- I I 1 1 / #1 '��� / / // / W.Yannouth „ / �`` ''-� ( � h PLAN REFERENCE: PLAN BOOK 394, PAGE 91 0�� 4 INVERT AT SEPTIC TANK (IN) 98.60 C �� 10�_ _, \ I I j ! Q / ' a'� •� / , / ASSESSORS MAP: 209 508 778 8919 4" INVERT AT SEPTIC TANK (OUT) 98.35 D I I 1 / / o `:' �''' /1: // / � ►/ �/ / PARCEL: 52-7 4" INVERT AT DIST. BOX (IN) 98.27 E / `�'11 /l l 1 1 l ��`'/� / wry/ //// / ZONING DISTRICT' RD-1 PROJECT TITLE: 4" INVERT AT DIST. BOX OUT 98.10 F / / j 86 QA)q-/ //O��,j j«_ 0 / /'� 99.5 C/, APPROXIMATE SETBACKS: FRONT 30' (OUT) < 91.6' , / ` , ti��' ,, Dr, , �IIN ��, //// / LIMITS OF EXCAVATION SIDE ,0, SEWAGE DISPOSAL CONC. '�Q� ' / / �rri SEE NOTES 5 AND 6 REAR 10 INVERTS AT LEACHING FACILITY. BOUND o CO ` 1 / 7 Q4� o / 1 /�// / FOUND 1 O 0 1 / / �, / S /�/ir , MINIMUM LOT SIZE: 87,120 S.F. SYSTEM / /,2 „ EXISTING LOT AREA: 29,946t S.F. 4 INVERT AT BEGINNING OF LEACHING CHAMBER 98.0 G BREAKOUT ELEV. 98.5 / / / EXISTING 1 i , OVERLAY DISTRICT: R.P.O.D. DESIGN „i // // / BARN / / , ,�/ / NITROGEN SENSITIVE ELEVATION AT BOTTOM / / / / / /o/� / ZONE: AP - NOT A ZONE II OF LEACHING CHAMBER 96.0 H / , // - , / ,// 1 GRASS 31'3"�/ //�;/!V // FEMA FLOOD NO OBSERVED GROUNDWATER 60 / GRAVEL DRIVEWAY�� '�/ ZONE DISTRICT: "C", DATED 8/19/1985 PH I N N EYS LANE s BOTTOM OF HOLE 89.4 J / ,� �S, / RIVE .5 i / /� �/3 ,� PANEL #250001 0005 C AY CL CEN TER VI LLELOCUS PLAN. N❑ SCALE ,0 M ASSACH U SETTS co LOT 6 ,J 1 I I - / /� /i/ VARIANCES REQUESTED: I �- 1/� 3 / D P� __- i!- r 1 I / ) / n N PREPARED FOR: UP CRAIG A.FIEL a r �-�� Mrs JESSICA HUNT NONE No.3W3Q 102 CENTRAL AVENUE - / �ti� NEWTON, MA Ln )Ai // / /// 3 / Q 02460 NoCI32112 // (617) 332-2404 e:7 � q ?.o''� S� R� DATE: JANUARY 9, 2005 U) W s' / `��'�'� o�-� P° COMP. DESIGN: K. HEATY FLOOR PLANS ,r'' Po D CHECK: D. CRISPIN _ L PLAN VIEW LOCUS DRAWN: P. HAGIST • FIELD: D. GAZZOLO / J. McCARTIN SEE ATTACHED ARCH. PLANS SCALE: 1' = 20 FEET s FILE NO. 8771-SEP.DWG SOUTH MAIN STREET 0 10 20 40 FT. DWG N0. 5592-01 co SHEET 1 OF 1 JOB NO. 4-8771.00 a ,