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2171 SERVICE ROAD
UPC 12543 ' IV0- 53LOR, f J kl _� TOWN •OF 'BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 214 030 GEOBASE ID 13213 ADDRESS 2171 SERVICE ROAD PHONE W BARNSTABLE ZIP - LOT 1&25 BLOCK' LOT SIZE , DBA DEVELOPMENT DISTRICT WB • r PERMIT 59606 DESCRIPTION CERTIFICATE OF OCCUPANCY BLDG.PMT.#52168 PERMIT TYPE - BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: _ CIE i BOND $-00 Ok CONSTRUCTION COSTS $.00 �. 1F 756 CERTIFICATE OF OCCUPANCY 1 PRIVAT.kf P i * BARNSTABLE, � MASS. i639. FD Nllr►I BUILDING,.DIVIS O/1�Y_ ` • BY 9 ----���`� DATE ISSUED 03/13/2002 - EXPIRATION DATE d " TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 214 030 GEOBASE ID 13213 PHONE ADDRESS 2171 SERVICE ROAD ZIP W BARNSTABLB — LOT 18c BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB .PERMIT 52168 DESCRIPTION 3BR/2 1/2 BA/2ST SALT BOX/2 CAR UNDER PERMIT TYPE BUILD TITLE NEW $ESIDENTIAL BLDG PMT CONTRACTORS: MORIN, JACQUES N. Department of.Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND - . .00 CONSTRUCTIQN� _.COSTS 101 SINGLE FAM HOME° DETACHED 1 PRIVATE P ; r B I N BY - DATE ISSUED 03/16/2001 EXPIRATION DATE. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EW 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 FROMTHE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FORALL�WORK WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD ITT 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 TOIX". PANCY IS REQUIRED%SUCH BiJRMM SHALL NOT BE ANICAL INSTALLATIONS. -a INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE 4.FINAL INSPECTION BEFORE OCCUPANCY. • • BUILDING INSPECTTON APPROVALS PLUMBS INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 rSITE TING MPECTION APPROVALS ENGINEERING DEPARTMENT J BOARD OF HEALTH OTHER:; s� Q.y�.�/3[B�-ie�o6PT' N REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL 11 PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPRONED7HE STRUCTION WORK M NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY 6 a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parr-00 Permit# Health Division ��f "� — � �`��4 Date Issued � Conservation Division Zoo � r, SYSTEM sT RE / .r53 �' . .' SEPTIC Tax Collector `` f r` Ala INSTALLED INCOMPLIANCE Treasurer ENVIRONMENTAL CODE AND S j � RONME ENVI ANY MUST OBTAIN Planning Dept. /U e y n c�S Z�^' TOWN REGULO ROAD OPENING PSMIT �'S��` OM ENGINEERING Old"` "` `Q Date Definitive Plan Approved by Planning Board �^a 7 � �� �_ NNOR t0 CONSTRUCTlO1K Historic-OKH " friservation/Hyannis Project Street Address SAI-71 i 7 Village wesl- 2 ftK- 1S bt6/C Owner C S - 4GAd kss 3 O Telephone Permit Request 4z:::� &oYs444J0k LQ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new a � Estimated Project Cost d Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size cl�14 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. i Dwelling Type: Single Family -W Two Family ❑ Multi-Family(#units) Age of Existing Structure • h 04 Historic House: ❑Yes Piqoo, On Old King's Highway: ❑Yes jaf4o Basement Type: XFull O Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) •f 9E� Number of Baths: Full: existing new C Half:existing new Number of Bedrooms: existing new 15 Total Room Count(not including baths): existing new ( First Floor Room Count Heat Type and Fuel: ((Gas ❑Oil ❑Electric ❑Other Central Air: O Yes do Fireplaces: Existing New / Existing wood/coal stove: ❑Yes .0"No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:O existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: 2ing�- --o� l) n&JL-IZo Board'of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes XNo If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION P Name - �r Telephone Number J` 6 Address License# 0_ -) O 0 a (0 O Home Improvement Contractor# p Worker's Compensation# 02 ©� f L9 0� / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE _ 2' d FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED '-- MAP/"PARCEL NO. 1 e + ADDR SS ' - VILLAGE OWNER. - DATE OF INSPECTION: FOUNDATION O FRAME O INSULATION r 2In v FIREPLACE + . O (2- O .ELECTRICAL: R, c �� � FINAL PLUMBING: RqU FINAL GA& RQi CAI _ FINAL FINAL BUILDING DATE CLOSED OUT 4 ASSOCIATION PLAN NO. d �cete �' s I BOISE CASCADE - BC CALCTm 2001 DESIGN REPORT - US Tuesday,September 04,2001 14:43 File Triple 1 3/4" X 14" V-L SP 2900 Name: Untitled ob - Bayberry builders Customer - Address - lot 1 Service Rd. Specifier - Designer - STEVE BOTELLO City,State,Zip - Centerville,Ma Company: - BOTELLO LUMBER CO Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - roof edge beam 3 2 1 Standard Load-30 PSF 115 PSF Tribute 05-06-00 1/2 3-1/2' BO B1 53 0 Ibs LL 5320 Ibs LL 4151bs DL Total Horizontal Length-16 00 00 41851bsIDL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. IS Standard Unf.Area Load Left 00-00-00 16-00-00 30 PSF 15 PSF 05-06-00 100 Member Type: - Floor Beam 1 wall Unf.Lin.Load Left 00-00-00 16-00-00 0 PLF 80 PLF n/a 100 Number of Spans - 1 2 rafters Unf.Lin.Load Left 00-00-00 16-00-00 350 PLF 238 PLF n/a 115 Left Cantilever - No 3 lower rafter Unf.Lin.Load Left 00-00-00 16-00-00 150 PLF 102 PLF n/a 115 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 05-06-00 Moment 38021 ft-Ibs 81.2% @ 115% 3 1 -Internal Repetitive n/a End Shear 8119 Ibs 49.7% @ 115% 3 1 -Left Construction Type n/a Total Deflection U263(0.73") 91.2% 3 1 Live Deflection U470(0.408") 76.6% 3 1 Live Load 30 PSF Max.Defl. 0.73"(Limit:1") 73.0% 3 1 Dead Load 15 PSF Span/Depth 13.7 1 Part Load 0 PSF Duration 100 Bearing Supports Disclosure Name Type Dim.(L x W) Value %Allowed Case Material The completeness and accuracy of Bo Wall/Plate 3-1/2"x 5-1/4" 9505 Ibs 121.7% 3 Spruce-Pine-Fir the input must be verified by anyone B1 Wall/Plate 3-1/2"x 5-1/4" 9505 Ibs 121.7% 3 Spruce-Pine-Fir who would rely on the output as evidence of suitability for a particular CAUTIONS: application. The output above is Bearing BO cannot support a load of 9505 Ibs. based upon building code-accepted Bearing B1 cannot support a load of 9505 Ibs. design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the NOTES: current Installation Guide and the Design meets Code minimum(U240)Total load deflection criteria. applicable building codes. To obtain Design meets Code minimum(U360)Live load deflection criteria. an Installation Guide or if you have Design meets arbitrary(1")Maximum load deflection criteria. any questions,please call (800)232-0788 before beginning product installation. 1 Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. TOWN OF BARNSTABLE BUILDING PERMIT ; PARCEL ID 214 030 GEOBASE ID 13213 `, ADDRESS 2171 SERVICE ROAD PHONE W BARNSTABLE ZIP - t. ; LOT 1& 51 BLOCK LOT SIZE DBA -- DEVELOPMENT DISTRICT WB ! PERMIT 52168 DESCRIPTION 3BR/2 1/2 BA/2ST SALT BOX/2 CAR UNDER PERMIT TYPE BUILD TITLE NEW 9ESIDENTIAL BLDG PMT i. I CONTRACTORS: MORIN, JACQUES N_ARCHI'1'fiCTS: Department of Health, Safety and Environmental Services ! TOTAL FEES: $753.49 BOND $.00 Ox Im 1CONSTRUCTIQN,'COSTS $?�, 3,060.00 . �T Qi► 101 SINGLE FAM HOME DETACHED 1 PRIVATE P +s + BARMSI'ABLL, + MA83 s6339. A� B� SI N BY DATE ISSUED 03/16/2001 EXPIRATION DATE. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EI I HtH I EM!UHNHILI vn 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. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- I FINPECTIONS INDICATED ON THIS THE.INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX RD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS.ISSUED AS LEPHONE OR WRITTEN NOTIFICA- U 1� T I - i A V � III 1 � N ku LEZI ael I� IL 01 ' ao C \ O O a- Ii g z . i �ZO( ��: 5'X 5 rt rub wrMpewS. jI 1-O k IO-� CfF rC E/085ER u.�tION Roo f.1 AL 22-0 I MIC/L tgrys BE r.OW i I -----i EnSi;ec&,-SOCC.S ON FUI- +� A TIG I i � R D LEVEL SC_wLE: 'r APPROVED BY: DRAWN BY DATE2/7/ '�, REVIBHD ' e Z I // ..GM1 V�C�' JYOT� Wr A S Ar DRAWINO NUMBER K -/ U I 27/;17 o�THE r, � Town ®f Barnstable �0. - Regulatory Services PWTABLE r+ff Ttu)mas F.Gaiter,Director \�ap t6}0 `ate/ R Building Divysi.oiti FCUl r P. DiNfijtteo, Building CA111111i siOner 367 Main Street, I:yanni,,, VIA 02"601 Ot'1 icu: 508-862-1tW S Fax: 508-790-6230 NOTICE TO THE BUILDING DJViSION OF LICENSED CONSTRUCTION SUPERVISOR A$SL1141:fE PION OF RESPONSIBILITY ITY Consmiction Supervisor License # G'S 777n : ; hereby certify that 1 have assumed reshonsibil4v for the project Under construction, as authorized by building pen-nit# issued to S on ov^s�aE The followinc documents are attached* copy ql'my Massachusetts State Construction SUp(e rvisor's license or Horncowner's License Exeniption form (if applicable) COPY Of my Horne Improvement Contractor tee istration (if'applicable) Commonwealth of M.assachusctts Workers' Compe.P,, ation lnsur.Unct Affiilnvit. Road.Bond (if applicable) !_ U_.F,Iv)�C 1-1rJLL, R D,1TT; iy'lbr�lsin;;u•eon i rt, t 'd 9iiZ- T!_L-B0S Rueolwo0 2uipl ;ng RjjagReg eEb180 i0 LZ and w �`� `� � �� d � � _� � � W �� � �� � � � � r� � '� , I i _ .. . Town of Barnstable Regulatory Services : •ARMABM ' Thomas F.Geiler,Director 3 Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT I, b Construction Supervisor License # O,5 7'7 '70 ,hereby certify that I am no longer the Construction Supervisor listed on the application for the project under construction as authorized by building permit # , issued to (property address) l 7 C- b l-Q— on jn Qa C�200 I . I also certify that on S Z , 200 / �,I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. S HOLDER DATE I glformslnewcontr —for nrr RA 7RO(:MR Bayberry Building Company, Inc. 300 Bearses Way, Hyannis, Massachusetts 02601 Telephone (508) 775-8822 Fax (508) 771-2116 Mr. Thomas Perry, Inspector May 7, 2001 Town Of Barnstable 317 Main Street Hyannis, MA 02601 Dear Tom: Please find enclosed a new house plan along with a revised site plan for 2171 Service Road, W. Barnstable. A permit has recently issued for this site but we have since found a buyer for the lot who will be utilizing the enclosed new home plan. Procedurally, I assume you would substitute the plans and the site plan. Please phone me at your earliest convenience and we can discuss it further. Numbers above or call cell @(508) 776-2953. S' erely yours, acques N. Morin, President Bayberry Building Company, Inc. r - TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 214 030 GEOBASE ID. 13213 ADDRESS 2171 SERVICE ROAD PHONE W BARNSTABLE ZIP — LOT BLOCK LOT SIZE DBA - DEVELOPMENT DISTRICT WB PERMIT 52168 DESCRIPTION 3BR/2 1/2 BA/2ST SALT BOX/2 CAR UNDER PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT ' CONTRACTORS: MORIN, JACQUES N. Department of.Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $753.49 BOND CONSTRUCTION. COSTS $ 00 per . $��3,060.00 . 101 SINGLE FAM HOME-DETACHED 1 PRIVATE P NAM B SI N BY DATE ISSUED 03/16/2001 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK.OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. -3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS.ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- is ITT -m..: s MIT F� � I , , • ...�-. .. .:�� ,.fir.. ....'. •-: .' ....... :.:... .I. .a. }.1 .. Ica::. s... 51,:=ry:: 1 f; I- to ... � .... ... .. .. JiW sill" r! 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A:>�:�s �:, ., ..,.� —__ — - 'LZ '),':..1 S.;Y.0 .yr,:. : e r .ro:.) ... .... ... .. r,.om' . vet tM omet. 0- a EST/MATED PROJECT COST WORKSHEET Value LIVING SPACE _ (high end construction) c� � square feet X$115/sq. foot (above average construction) square feet X$96/sq.foot= (average construction) square feet X$57/sq.foot= GARAGE (UNFINISHED) square feet 3 $25/sq.foot= PORCH square feet X$20/sq.foot= �1 square feet X$15/sq.foot= DECK 02 9�f OTHER square feet X$??/sq.foot= Total Estimated Project Value I 4� OUP 2QOB � �jy��e�/ //ivb&-X Zo®o l ► �rloo v� i�•ttss A,y �E' fS The Commonwealth of Massachusetts aj-- r Department of Industrial Accidents . ; ._---�-3-� • °� Office olluirestiaatioos 600 Washington Street ... Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: location: _ hone# city ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working mi anv capacity %%::=x:%%%%//%%%%%%/G//%////------ rovidin workers' ensation for my loyees working on this job.::: Iam an em P g mP .. . . :.:;.:;.:_::::;:.:.,.:..;::.;:.::.::::::::. :.:::::::::,;::::::...:.::::::::::::.:::.::::::.::::::::::::::.. com anv n . ..... ... ..... a ddress.. ...... .. .....::....:: ..... • �::: :.;:::::o:;.;.;::: >:::s:::;;:.>:<'<•::}':is::;r»:<:;::::;.:<-h,«:;»:�:;zz�::::;:...:..;,::::•�:;:;...:.:::....:•.:�:::,..::.: . hone#:��`>::::>:>:•��� ::�: ;::.;>;:>;>;>...;:..��.>:;: :<.;:: � ,<�;>::>::::::;:..:.:;. ct _. .. insurance co. :. ;;:<::.::. ❑ I am a sole proprietor, general contractor, or homeowner(circle e)and have hired the contractors listed below who have polices: ' o thefollowing workers' compensation p fo g ..........................:.:.::::.:...:......:..:::::::. :::. :...:..:::.::.:::........::.,,:.::.: ...... . :<::.::.::.:;:; "ems:: CX. :s::»•:<am : v n com an . ....... :::::::,:.::::;.:.;•;>:;;;:.;>:>::;;:;;;:;;::•::;::..:;;:;•:•;:::<::::>;>::>:»»>:»:::»:::: >:a:::::>:>::>::: ...............:.::.......::.:.. ............................ . ....:........... fires >:. .::::.....::.::•::::::.:::.:::::..::..::.:..... ...............................:...... >e on h ............................... ............................................::.::........ .................................................................................... . ...................................................................................................................... ............. inanrance.co . . ...:.............................................. 0. v name X. N. ad resin. - ;.;::::::;.:............ ........::........:::...:::::::.;:.:.:::::::::.:..::..... :..:.... e ctty :...:::::::.:.................. c li v 0 insurance Failure to secure coverage as required wader Section 25A of MGL 152 can lead to the imposition of criminal penalties of a One nP to 51,500.00 andMow- I lor one yam,hnpt- as well as civil penalties is the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statem be forwarded to the Office of Investigations of the DIA for coverage verincatioa 1 do hereby certify the pains and penalties 2=al the information provided above is true and correct Date Z 6 4 — Signature Print name Q S Phane# official use only do not write in this area to be completed by city or town official permiNicense N ❑Building Department city or town: ❑Licensing Board ❑Seleetamen's Office ❑check if immediate response is required ❑Health Department contact person: phone ii; ❑Other (tensed 9/95 PIA) ghe %>oa�vrr�o/�rrilea��i o��lGZC?ilQ�zl�7cGQe�6 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR x Number: CS 057770 i Expires 02/16/2002 Tr. no: 17122 Restricted To. ..1 G I JACQUES N MORIN 300 BEARSES WAY'° HYANNIS, MA 02601 Administrator MAScheck COMPLIANCE l-i_ikT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-25-2001 _ COMPLIANCE: PASSES Required-UA—461 Your Home = 392 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1088 30.0 0.0 38 WALLS: Wood Frame, 16" O.C. 2459 13.0 0.0 202 GLAZING: Windows or Doors 163 0.340 55 GLAZING: Windows or Doors 31 0.300 9 GLAZING: Windows or Doors 24 0.330 8 GLAZING: Windows or Doors 6 0.380 2 j DOORS 84 0.480 40 FLOORS: Over Unconditioned Space 1097 30.0 0.0 36 HVAC EQUIPMENT: Furnace, 84.0 AFUE ------------------------------------------------------------------------------- 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, has been determined using the applicable Standard Design Conditions found in the Code. The %eq:uipment selected to heat or cool the building shall be no greate5% of the design load as specified in Sections 780CMR 13 .4. Builder/Designer Date oZ 1 Y MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software'V€irss`i 2.01 DATE: 2-25-2001 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ J 1. Wood Frame, 16" O.C., R-13 - Comments/Location WINDOWS AND GLASS DOORS: [ J 1. U-value: 0.34 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes - [ ] No Comments/Location [ ] 2. U-value: 0.3 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ) No Comments/Location [ ] 3. U-value: 0.33 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ J Yes [ j No Comments/Location [ ] 4. U-value: 0.38 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ .] 1. U-value: 0.48 Comments/Location FLOORS: [ J 1. Over Unconditioned Space, R-30 Comments/Location HVAC EQUIPMENT: [ J 1. Furnace, 84.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no r - r. more than 2a0 cfm (0.944 L/s) air movement from the the Ilk conditioned pace to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ j Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ]. Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ j All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ) Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ J Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ J SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from . non-depletable sources. Pool pumps require a time clock. [ J HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ) CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- I .......................................................................... Platt#42 =:Worksheets:::_:::::::: S b tted ti a be Bud Co. c. ,.. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................. :;Wind°ows -= HeatL� �ss .................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................... Manufacturer U R Quantity Sq. Ft. of Total Glass Area Glass Area Anderson 1846 .34 2.9 4 5.5 22 Anderson 2046 .34 2.9 2 6.8 13.6 Anderson 24210 .34 2.9 1 4.7 4.7 Anderson 2432 .34 2.9 1 8.4 8.4 Anderson 2442 .34 2.9 10 7.4 74 Anderson 2446 .34 2.9 5 8.1 40.5 Anderson Picture 4446 .30 3.3 2 15.4 30.8 Total 194 ................................................................................................................................................................................................................................................ ............................................................................................................................................................................ ........................................................................... ...... ::::::::::::Doors:::=:Heat::Los 1 zin ::::::::::::::::::::: : :::::::::::::::::::::::.....:::...::..:...:....::::::::.......:...:....:..::.......:......:sa............ ::::::::::::::::::::: : ..........................................:................................................................................................:..... ..::.....::............. ...................................................................... Manufacturer U R Quantity Sq. Ft. of Glass Total Glass Area Area FWG- 6068 .33 3.0 1 23.78 23.78 Stanley 9 Lite .38 1 6 6 Stanley 0 Lite .36 1 0 Total 29.78 5 r ats = HeatL:oss _ ::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .................................................................................................................................................................................................................................................. Manufacturer U R Quantity Sq. Ft. of Glass Total Glass Area Area Anderson SK-2838 .45 2.2 6.3 0 Skylight Total 0 18milding Wall Area Worksheet Fr' tEleatioa : ::::::::::: ::::: ::::::: :: :::::: ; 0 Width Height Gable Divide By 2 Sq. Ft. 36 17 612 0 0 2 0 Total S.E 612 ....................................................................................................................................................................................:............................................................. eva .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. ::::.:........................... ::::: : ...... ......::::::............... Width Height Gable Divide By 2 Sq. Ft. 38 8 304 38 10 380 0 0 2 0 Total S.E 684 .................................................................................................................................................................................................................................................. .......................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. ; _ Left Ele ahon ........................:......................................................................................................................................................................................................................... Width Height Gable Divide By 2 Sq. Ft. 26 17 442 12.5 8 100 12.5 9 2 56.25 26 9 2 117 Total S.E 715.25 ............................................... _.................................................................................................................................................................................. .................................................................................................................................................................................................................................................. RearEle�ation Width Height Gable Divide By 2 Sq. Ft. 36 8 288 20 8 160 0 0 2 0 Total S.E 448 TOTAL SQUARE FOOTAGE ALL WALL ELEVATIONS 2459.25 .................................................................................................................................................................................................................................................. Width Length Sq. Ft. i 36 24 864 • �14 16 224 0 Total S.E 1088 :::::::::........:::::::::.......:::::::::......:::::::::.:.::......::::::.......:::::::::::..:....::::::.......:::::::::..::::::::....:............::::::::::::::::::...:::........................................:........................... nconditioned. ............:Flo.ors:::::::Ove...:::V....:::::::::::::::::::::::::::: Width Length Sq. Ft. 36 24 864 14 16 224 1 9 9 Total S.E 1097 .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. :.....::::::::::::::::::::::::::::::::::: r: r: . ir: ; .........:.......................................................Floors......Ore.._..Outdoo::: :::::::::: : ....................... ............................................................................:.:.:......................................... . Width Length Sq. Ft. 0 0 0 Total S.E 0 .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. s6rD Are a .................................................................................................................................................................................................................................................. ....................... Qty. Width Height Sq. Ft. 4 3 7 84 0 Total S.E 84 C:\MyFdes\MyfilesUob Materials\Window&Door Schedules\Wmdow-Door Heat L.oss.Yarosch Plan 42.wpd �Ll'l S,,,u c c, e. 87 83 • '-� �taame�t '�` — 40' Mdo Mir a � Caracm .� Founds Host 04 4ti� t h LO T 1 ._ 9' � ;Z°° h 't GRAPHIC SCALE 30 .40"S b a en Leo of 8' .v� ( IN F2wT ) 1 t wh o 00 h Plot Plan of Land In West Barnstable, Massaebusetts Prepetied Por.• Bayberry Building Company oah. r ba�.� �rrw�► east taesbugfum aria SAPPO ao this Run 09 the •mot an of jmuod ,asp - read 8"Yw A •�d mi Me pho JZ � .eoaReQ �u A.a: Za va c - � amm � � AR.miom mar ,tr�.t rg s� 1640-A 4 +►�► ++► i0 39Vd S31VIOMSV 31AOQ D£9Z0D9809 EZ:06 i00Z/90/60 f � .J � •� i � � it i J �J LL OCT Al 93 au '---.- ��—.. 9SSt '1 +.; w l � • � �• "' IJJ.1 ;O I a m � � cla N a <. �►� 1 a a I AI IA— l A o A INS F mm O r 'r <Kg tiA' li eC6 00 m v ;r". ?erg m a i 5e a �w N ?IIIJ t�� N j �►�i ag j ;??I�, c •b ��ttS cl3,ZOO J� 'Ml' ryW�i I o 0 481sA! �' A9bB a I'Is � � o•� � •pry=: � � � ,� L °� s7i6 chi "..� � y � o � a �°p•• f,' T S°1 9�� i r I i • 0 � 1 9,ze �y U N a ,, /co m o QFQ 0 p y0 1, 1 i 00 nm LO I sao j p a? /�, Sv • p�0. O .o /L�Q to [s] 91's O N a i �281.59� 2g-V0 31, 2 ` 10 9 a i two 0 ,-,o d r $ o S N ,m m \ 1 Y I fn LD I is i• r t 1 N. I CERTIFY THAT TILLS ACTUAL SURVEY WAS MADE ON THE GROUND IN ACCORDANCE WM THE LAND COURT INSTRUCTIONS OF 1989 ON 19 ®ice'• OR BETMW 4;'20;`94 AND 6/04,99 LOWS �47 91 p TO'At7i SHOOC F. 't:3 liC1.RD. 1•ts'-!. -- OF 3URVEYUR 245000 }«� DATE PROFES91 N 9 F+' 4,J �11U Wa�7 LOCUS M,T SCALE' 1- •: 2000' y .J5�6.55 L" ly;y350' 1500� . UNREGISTERED PORT,ON OF LOT 1 -� 23' 153 44' unroQlataed land v e ,1p90 N 88'22'40' E " 9♦e t?1'p't5 137.34' 4. Y o 9 g12 -50p0!% 1L59' r s ag14p,. ° 50,1 1 to `= SHAPE ty 0 !4R m r O M 0 1 3 r 19.50 is o —�taQ �•i 7 ..sy ' 0,122 eq.- c .... t C Na; o APE I atone well 5 01Zp0 o!/ S1 ! r� x yf RECORD OWNERS: :. S 7820'00 N,78 20 00 E O $r de lot lV+' ��� .,. GM.IJAM & MILLICENT HAELY 97.88' �7 ... CHRISTOFER P. ELJIL*I % �\_ I Pt � a- --V N 74'20'65'..E._...1........� ... rS8•88'DAL � LOT OB-? - I1;,YOX TRUST 6� �o l O. I�1 t, /.._...... . 154.1 ����lane ? To BE CO �o `� At [=r o p$ PART 0 I (Registered Lend) _. of W N� CB END. Q/ N cv 7420S5- Fs 2 525M E m Z� LSfERED o Z �' i x o ! it N LOTTo BE CO x 1g6 L _ _ O . CB FND. ! ry AS PART OF ITT 9A 57A ZONING DISTRICT: RF LTPOLIB ZONING ARE:• 4C,5a0 SOL ry mcvBE CONVEYEDFRONTAGE 150, ,y o 4' REG o A3 PART OF IAT 2FRONT YARD: 30' p CO. h - SIDE YARD 15. �v oo AS PART OF 1 REAR YARD: 15' 4 a z c o OVERLAY DISTRICT. ti cd ' n t GP CB FND. ASSESSORS REE•E:P.EIICE MAP 214 PARCELS 18, 29 & SO MAP 215 PARCEL 24 w ryo, CH FND. REYEREVCE PLANS: o r`�';I CB FND CSC � Vlm$ LAND COURT 22558 B a ,� Z 7 �ro Zo LAND COURT 22558 E � o BARNSTABLE PLAN BOOK 252/30 0�� �% CB NOT FOUND '16 � 6.19 40 E y �c I BARNSTAHLE PLAN BOOK 415/83- '",�7 ►4 0 tf 8 LOT 21 i - l a CB NOT.FOUND >L N 9G9 e bo N/F PRESTIGE PROPERTIES } LAND COURT PLAN ! - 22558 D bib' M o LOT 20 � JI N/F PRESTIGE PROPERTIES N Y920-.E LAND COURT PLAN . 88.49 42 22556 D #- 42.11' R - cook LOT 16 -' L co GE PROPERTIES ,o " a o �- LAND COURT PLAN 22558-C o 0 1330 ' z rn _S 1 LOT 04298W LC. PLA!ANGEMA N 8817'40' E 150.00, 474.02'-BAR"ISTABLE PIAVNII`G BOARD APPROVAL LNDERSHOOT F'j,yj\G TTHE SUBDIVISION CO\TRDL LAW NOT REQUIRED HILLS�=iztlL1 S 8817'40- R I No DETlOIMATION AS TO COMPLIANCE WITH THE ZONING ORDINANCE REQL'IREMEIITS HAS BM MADB OR INTENDED BY THE ABOVE ENDORSEMENT !; € Wy 24.of-sf tri G 40 01AN ,o,3 At OF 7ED ED I/J-7 YA SHED 'PEA S TONE SS 314 J J12 )YA SHED IT 1E L_ x 0 z CRUSHED STONE 01 OUND IEL TRENCH A1D TH DESIGN DATA: NUiV96Q OF TRENCHES STRUCTURE NUMSE OF DRYWELLS S GARBAGE DISPOSAL . TYPE, NO. :BEDROOM OES10N FLOW*AIM UW com INV. EL, FLOW UNE 10* MIK, 107ALIENGTH 0, SEPTIC TANK"INV, FJ_W1 ...... LEACHING FACILITY MIN., 10 Ell INV. EL IS512 Sit?INV. ItL 0 4 1500 GALLON PRECAST REINF6RCED .CONCREn- SEPTIC TANK PRECAST REINFORCtIj..C'Oj4CRM DiM IBUMON MINIMUM C , ,ONSTRUC1110N MA7ERIALS�.PER,:31 OCMR 15.226(2) 00, 6A L L ON �OP YNE.40 PVC:'ANO INSTALLL ON"rrA SHAI EXMND OF WAU ESS_L A MINIMUM 6* MOVE�,THE FLOW '2*TER,1OF:THE-SEPM0 TANK. J3E:ON'I UNE OF jHt Sitp ANX*nC r T M lt MUM ANN "To W"'OU11111er Ifev"TS,ON. 'OV THE I LET PIPE, A OT14ER Be: NO 2r MI W'IM To*'X-MORE 7HE IN14MT.ELEVAMON IF' i�ANG HIU_ IRD, TL&�PIFjF X M0 y 'N E OT SHALL 1W HAW�,WUJM. "tS�'AS T ALLLLL BE, I STA 'AND,n :F ETr U SEE 0 Ul" )&AB L 0�A y IffS Ak _SN�tIc,T E, 0, GRADE,HAS T ABU , ' 4 . ..DIMC A YOM VIFQUAQUr A -LM�-StAkt BASE:--MW MT,)Fm LL A 'S ;BE�STWE L I I :L, :4v�j z%M1" ,-_,, ' r (I SNW, ,_ r , , W*m.,.% -IT T�01--AND *!ME S '"-No to LAXE WMIPAC� �I . r I . 1,H �MTE3 ANO AS qMq7jN" _C`U �.OF7'NM� U" 64'So O.A 'S AND... 0 Kk� iM 1, .I � r" .r ' AM A06', - 6 97 TH r"D B"y 04. 10 E'��OR'L OU 0 INS rr UK. Rt ii��TS S UM A , X,(z>L 4d�IMUM COVM,�I(W- 9 L, 11 0 7 SITTI ANK "A A U$ O MANHdLES�.' t" BE'DURABLE,�MA VATH"ACCESS,IMZr.ANO P,VRT� 6b LACED, At,TH ',AND E �:'O%" 1HE on pans EQU'ME .001MIFFLE.OUTLET SMALL 65 17 F E, LOC ON .......C OR SH. kLL:� ER I A.fl, 'OF C T 514, ................6 .......... 0 P .9,0, . I I I . 11 I :I ;,,:., ,L'J?_T:-,M02 LOP ropoe ................6. SEWER RE HALL BE :47 AIV-,A Sil c$' PRI RL 1 LII ANYL�EXCAVA ON,7E oUi d I Af 50 0 10 L 4 ,EKE CONSTRUG 0 F PRAL ES BET TO ADt GR SH A 6 ANY,,M ASONRY UNITS�;�Ut.to G OVE S D �M 7n T�E,1.',ALL WORKMANSHIP AN, ATERIALSL CONFORM 7O .D.E.P.'OF MORTARE INL LA AND' THE TOWN RULEt:�AND "REGULATIONS FOR:THI E _U,SURFACE. DISPOSAL'OF. SEWA 'HAVE :bF 0.02 FEET PER FOOT.nNILSH GRADE,L SHALL A MI M M N ing id t1lin 2. AT LEAST .ONE ACCESS. PORT OVER- TAN K TEES ALL 6 E ACCESSIBLE te, o Lea ch 150 WaY No WHITHIN SIX INCHES OF FINISH GRADE W!P4 AN Y "REMAINING ACCESS' OF FINISH GRADE.�'PORTS BROUGHT TO WITHIN' TWELVE INCHES 60 C 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF , 110>WITHSTANDING H 0 LOADING UNLESS HEY ARE UNDER OR WITHIN 1 O' -4#7'I 0 osed 1150 T It jvg6 MTHIN pro?OF DRIVES OR PARKING. H 20 LOADING SHALL BE USED UN'T)ER OR 116 G UNLESS NOTED. .110 10' OFLDRIVES OR PARKIN to X0 ............ 1.14 L 70 ......................M 9 108 05 112 104 6-2 'o�83 S FT,, Oft 0.100 1�0 L 98 '10 %k6 0 106 f4 01.0*94 om�96 0 GRAPHIC SCAM 104 60 L 80 0 L 20 io 40 86 19 E�9 102 86 I Ineb 20 ff- 64. .100 65 821 . 8 158 SOIL OBSERVATION'.DATA. 96 - - - - - - -- - - - -- - - - - - - - -92 94 TEST AE C�R D - - - 90 C-�SOIL EVALUATOR 84 86 B.O.H. AGENT 86 SITE PLAN OF LAND IN EXCAVATOR 7 11 AR LE A 8 I M 4FEST B _ArST AB PERC/RATE �06 BA YBERR Y BUILDING a Zoning, Dis tilc t.- RF AA., 'A OP Afqj Depic ting Tb e Proposed welling For Lot I up *1 PHEN Building Setback . n N 7R J. YYon t - .30 Scale: s Sbo wn Date. ovembe 29, 2000 —--------- (10 DUfLE WI LL I A M P ISide and Rea r 15 No.37559 RM�N ;�i; Prepared. B C, Nv, I� I r. I F,-Z IStpben J, o7le and Assock tes -z 0 verla strict- GP di 02536 F7L IV, C' 10- m 42 Canterbury Lane, E. Falmoutb, JVA 09;5 R16071d PJAIn. ffab A 7z 4' DTA 14. Will .6 6. 0. tA. A-e 3 VA HEO PEA 5 TO&E 314 " 1-112 " VASHED CRUSE IED S T0VE kTOP FOGNO. EL EL , 5 j. DESIGN DATA: 191LAICH WID TH Al- 0.z_ TPEIVCHES STRUCTURE TYPE NO. BEDROOMS GARBAGE DISPOSAL NU, AIEL L S z t . - - OF DR Y, X�Lkt WATER JjGwr CDVD DESIGN FLOW INV. EL FLOW LINE 7. (EIIIEL 1A TOTAAL LENGTH OF TRENCH INV. EL. SEPTIC TANK L-,n= —10' MIN. 0 UQU110 DEPTH SLW .,5 . LEACHING FACILITY INV. EL -:I, N-v5o t r__5-A- -ZL�l 5 ow P —ABI C, 35,z, sw INV. EL o,C,' C INV. EL All 4' 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED CONCRETE DISTRIBUTION BOX MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) "500 SAL 1_ 0N 0P)1?1EZ_Z_S " TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND INSTALL ON A LEVEL BASE SNAI-L EXTEND A MINIMUM OF 6' ABOVE THE: FLOW LINE MINIMUM WALL THICKNESS 2- OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MINIMUM IN'S)DE DIMENSION 12- MAINHOLE OUTLET INVERTS SHALL BIE rLQUAL To EACH THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2- NOR OTHER AND AT 2" MINIMUM BELOW INLET IN'VERT. MORE THAN 3" ABOVE THE: INVERT ELEVATION OF THE: OUTLET PIPE. 0IS-TFJBU`-nCN UNES FIMM THE DISTRIBUTION BOX WA T 9 k ,N!N, ED BY FLOGGING Sr-IAL�_ ALL HAVE EQUAL NMMTS AS DE71EF SEPTIC TANK SHALL BE :NSTALLED LEVEL AND TRUE TO GRADE THE DISTR;EtU-,,C?N BOX TO THE HEIGHT OF Tiff DMTRISLiTION NOTE* ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY 1JNE Nl,�T AFTER ALL LINES HAVE KEN SEALED IN PLACE RA MO Vj4,7 UIVSUM4N,�,,' S0.11-'Y 17VA' F,6�4,7 1ATMALLY COMPACTED AND ON TO M-11CH _SJX INCHES OF CRUSHED STONE ;NVERT ADJJSTU-04TS SMALL BE 1AAIyE By FtLjN0 VA-f�j DMAB$j PLACED TO ENSURE STABILITY AND TO PREVENT AND "40IN-DEFORMAELE WA7MA1_ PERmAqEN7l.Y FASTV4D TO THE r HAS BEEN LN' ALL DIRACTIONS BAIVND 771K OU7YR PERIMETfiN ✓ WEQUAQI:;' SETTLING. UNE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS A4 OF I LAKE � 01" NIP,' S011. ABSORR710-V SIS771,'M TO THE DAPT11 OF ECKJAL E11VATIOIN. 6J SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 NATURALLY OCCURRING Rh,!RI70US MA7ARIAL AS R.A`Q�,YRAY) BY 310CMR 15.2-10 AND R1,'P1,ACA' #7771 CLAAN GRANULAR THREE 20' MANHOLES M`TI READILY REMOVABLE IMPERMEABLE SAND, FRA'fi,' FROM ORGANIC MATTIN AArD DP,111F7141RIOUS 1101?- COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WTH ACCESS PORTS BENG PLACED AT THE CENTER AND OVER THE INLET AND OUTLET TEES. THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. Proposed S. A.S. A'xpansion '46 4. THE EXCAVATOR/CONTRACTOR SHALL VER:FY THE LOCATION OF ALL SITE UTILITIES PRIOR TO ANY EXCAVATION. 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. GENERAL CONSTRUCTION NOTES Proposed 1500 gall'on ta.-'A 100. 36 W- ALL WO.RKMANSH:P AND \, — " " " � — I_> 1 MATERIALS SHA-L CONFORM TO D.E.P. TiTLE 5 6. ANY MASONNRY _)NiTS USED TO BRING COVERS TO GRADE SHALL BE AND -,M:7 TOWN OF MORTARED IN PLACE. 0 RULES AND REGULATIONS FOR 0,-J,0- . - - - "- ,. THE SUBSURFACE DISPOSAL OF SEWAGE. GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. 118 if7. FINISH 1119 2. A BEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE Proposed Mell WH:THiN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS 9y PORTS BROUGHT To WITHIN TWELVE INCHES OF FINISH GRADE. A'Ie: A0 Leaching within 150' POR 0 0 f 75 6 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' frreric 19 0 OF DRIVES OR PARKING. LOADING SHALL BE USED UNDER OR WITHIN H-20 LO ------ 0-4710 110 ose-d 150' 10' OF DRIVES OR PARKING UNLESS NOTED. 0 .............. 116 prop 110 0 ells do J 114 108 W T7 to 21 100 . -_ 10.11 112 C,; Prop S,�, t� I y _Z -1 62 28.6 Prop 8 03 S 98 - -- D T1-elying 106. 102 106 01 4 0 94 106 90 96 Deck 88 104 60 GRAPHIC SCAIF 424. 2 0 0 10 20 4 0 90 W- 0 I 102 j FEET 84 1 inch 20 ft. 100 r 81? - - - - - - 60 98 SOIL OBSERVATION DATA: 149 96 96 TEST DATE k%- 94 ..... 92 SOIL EVALUATOR 80 0^> e 4 90 B.O.H. AGENT 86 88 EXCAVATOR _11,MN 07--0 PERC/RATE 2o SITE' Pjzl A 01 1 1_j J J�4�.VD _/V C0 Z6 .55 00 TtiTST !3ARVST.:4B1,_A., 111<1 OF w4,r Zoning District: RT' -- - - - - - - R(O o. ISTE .. 0 OF *4 Depicting The Proposed Driscoll Residence P 7 STEP HEN("0 k C,0 Ig J. I 17C Building Se t ba cks: fi�ron t 30 Scale: As Shown Date: A'Ovember 29, 2000 72 1 Lo DOYLE WILLIANA ,,n�-, No. 3371151% LW-13ERMAN C-A,P' C, Side and Rear 15' AV Z39" Prepared Bj7 -T Overlaj- district: GP Stephen J. Do;-Ie and Associates nL At, 10- im- T�I:N 42 Canterburj, Lane,' E. Falmouth, JfA 02536 Flood Plain: Zone "C" Telephone: 508,"540- -2534