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'li- e�,!!�l�.��::::;�,�;---"i,-4.��lI..... --� :, . . 1 ',,�,l ,�" ���i�Ni:xjit���v�illri;xlaL�f���4�5:,A�k4�4*0i?,�lil�l-,.,i,� ka , i�:_,,;- ­ I 4 - - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � ��9 --�°�Parcel, ,Z e�'K t) kr7 ABPermit# Health Division as Issue 1 � � Conservation Division �� ��� �e� � � �5 � 5,,,��1N Fee Tax Collector ° Fe—E *,® 'Oo `Z� NISI SEPTIC SYSITEM MUST B Treasurer N,�,T .LED I N. C0MPLIAN110`? Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis ��✓Gc,✓�+/ c��. Project Street Address Village Owner ress J Telephone 12 0 7S- p Permit Request /Vy w /—ti �Z �1 a o ,� ��-y ! �� �'t 4 s Square feet: 1st floor: existing //60 proposed 71-0 2nd floor: existing 600 proposed D Total new 7SO Valuation i000� Zoning District Flood Plain C Groundwater Overlay Construction Type GcJ o o 7 Soa/ oo/�G Lot Size a �, O 70 7- — Grandfathered: ❑Yes %I No If yes, attach supporting documentation. Dwelling Type: "Single Family 2 Two Family ❑ Multi-Family(#units) Age of Existing Structure l0 e-e---S Historic House: ❑Yes 29 No On Old King's Highway:. ❑Yes 1 f No Basement Type: A Full ❑Crawl ❑Walkout ❑Other J Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 7S-Y Number of Baths: Full: existing _� new O Half:existing O new O Number of Bedrooms: existing-3 new O Total Room Count(not including baths): existing 7 new o?, First Floor Room7Count 7 Heat Type and Fuel: ❑Gas O'Oil ❑ Electric ❑Other Central Air: ❑Yes 0 No Fireplaces: Existing �_ New / Existing wood/coal stove: ❑Yes 2-N"O Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:'❑existing ❑new size Attached garage:❑existing Anew size/�x2 y Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes 2 N0 If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Ald-e—Z zi Telephone Number Address/ 1-9;gz y/dee,71-1 License# O /,7AY3 d �Xk/l.I_.S. �//� 6 ��Home Improvement Contractor# /7y�07 Worker's Compensation# J 000 6,�Y072_o02, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Z � s - SIGNATURE DATE ��5,6R"IC y � FOR OFFICIAL USE ONLY 9 PERMIT NO. t J DATE ISSUED 4 MAP/PARCEL NO. 'f ADDRESS VILLAGE OWNER DATE OF INSPECTION: z FOUNDATION FRAME _ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING F rl. DATE`CL'OSED OUT ASSOCIATION PLAN NO. �y a S HE The Town of Barnstalble t )p�� N 0� BAR`1STABLE. - Department of Health Safety and Environmental Services. 9 MASS. 0 1639. �0 PrF�MP Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 I Inspection Correction Notice ' Type of Inspection YPn G Location •� ► �.H Permit Number l Z T3 Owner r —Builder ' ��r ,�l� One notice to remain on job site, one notice on file in Building Department. he following items need correcting: Please call: 508-862-4038 for re-inspection. Inspected by Date �(�' 72,1 �% -� Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement"Contractor Registration -# K = { Registration: 114607 Type: Partnership Expiration: 10/6/03 MACKENZIE BROTHERS �€ ' ' -y `> GLENN MACKENZIE }�t 3821 FALMOUTH RD 8B `� MARSTON MILLS, MA 02648 Update Address and return card.Mark reason for change. ` F- Address n Renewal 1-1 Employment Lost Card ✓�ie 1°anvniooiureeal� a�./��aaaac/zuaP,tla _ Y 'W Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: a Registra - Board of Building Regulations and Standards lug tion t = i7114607 One Ashburton Place Rm 1301 }Explration 10166/03 iw; Boston,Ma.02108 ', Type Partnership s MACKENZIE BROTHERS t 3 a: GLENN MACKE ZIE 3821 FALMOUTH RD 86' s' MARSTON MILLS,MA 02648 Administrator Not valid without signature e _. : . Board of Buildin Re ulations One Ashburton P ace, m 1301 Boston, Mas02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE C'- \ Birthdate: 04/06/1957 Number: CS 012243 . Expires:04/06/2002=. Restricted To: 00 . pp fCSC �t� r` GLENN S MACKENZIE ° 3 MANNI CIR � CENTERVILLE, W. 02632 Tr.no: J 19692 Keep top for receipt and change of address notification. RESIDENTL BUILDING PERMIT FEES IA APPLICATION FEE New Buildings,Additions $50.00 - Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE — . Dd •2.3 7so square feet x$96/sq.foot— 7'� 0 x 0031= �� 12.0 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x W/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft` 4� f >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 " >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= , (number) Deck 'x$30.00= (number) Fireplace/Chimney x$25.00= - ' { (number) Inground Swimming Pool Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus.above if applicable) Permit Fee 3► 2e projcost • 790 CMR A"emm J TableJSZ1b(eaatfau"O p'resaiptMe Paekaga for Oas and Twa-FaaeOf WOW Haaard with Fa w Faeb M Ei@1MUM MAXIMUM Rmanneut Slab 11cum rCooLng Glazing Glazing Ca1+nB Sopmmc Wd=we Airs'(%) W� Floor U.value R value R vaineo Rvawo Rll Rvalow P=kaze TMIto6500 Deg Dam Normal Q 12% 0.40 3E 13 19 10 6 6 Normal R 12Y. 032 30 19 19 10 6 is AFUE S 12%a 030 38 . 13 19 10' Normal T 15% 036 3E 13 23 WA WA 6 15% 0.4b 3E 19 19 10 WA Normal U 95 AFUE V 15% 0.44 3E 13 25 WA ES AFUE W 15% O.S2 30 19 19 10 6 WA Normal X 18% 032 3E 13 2S WA WA Normal Y 19% 0.42 38 19 2S WA 90 AFUE Z 19% 0.42 3E 13 19 10 6 =l AA 18% O30 30 19 19 10 6 90 AFUE le- 1. ADDRESS OF PROPERTY: / / h'0' 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: t 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 0 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-farms-f980303a 730 CMR Appendix 1 Footnotes to Table J5.2.1 b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights. and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area. expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 It' f decorative glass may be excluded from a building design with 300 ft of glazing z e tested and documented by the manufacturer in accordance with After January 1, 1999, glazing U-values must b the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R 8 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof sheathing if used). Do not include 'Wall R-values represent the sum of the wall cavity insulation plus insulating g(� exterior siding, structural sheathing,and interior drywall.For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements. or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must me=: the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned b,.,ements must be included with the other glazing. Basement doors must meet the door U-value requirement d_:cribed in Note b: The R-value requirements are for unheaied slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3,4,.or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Diy,requirements of the closest city or town see Table J5.2.1a NOTES: a) Glazing areas and U-values are maximum acceptable levels.Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 15r- The Commonwealth of Massachusetts == — Department of Industrial Accidents ,d _==�•- ; �_� ; Olflce ofhestigatioos -_ _- 600 Washington Street V ; Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit WMEM name: (1'6Lti 7 �wc location ! 't ' (� �'vG le- City CiG`► �L✓t/���L ��SS O Z63 phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one worl� in anv ca acity I am an em lover rovidin workers' compensation for my employees worltzng on this.job. P P g company name hone < a> ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices:. X. com any name: XX . ::.::::: address . .......:.. ... :..::........ :::.:::... ......... ::::::•... .:::._:::::: :............ % . ::.:...... ,3 .................................... .......... . .................:.,........:.::.:::::........:::. ::..:... :::::::::::::..................:.::::. ....•.....................::::::.::::::.::........................... X. ::::::..:::.::::•:::.:...........:......:...: ........ ::::. ::::.: :......., ,;;.;;:Dli0i1 ::::::.................... .........:::.:....................................... ........................................................................ :. ..................................... ...........................................,..........................,.....: ..........::.:::.::.................::.:::.r:::.::........................................ ............ ..............................:: ............................................................... „.r..•.::.. OlIR :::.::.::.:.....::.:.:.:..........:::::::::::::..::::::::,............:•::•:::.::::::::::. ..: c anv>name: __ .... ....... ............ :•..: address. :.. lfitbne# nsarance co.: :;;>;;;: :..... ::cv # : Fafiure to secure coverage as required under Section ISA of MGL 152 can lead to the imposition of eeimbul penalties of a fine up to s1,500.00 and/or one years,Imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand tbat a copy of this statement may be forwarded to the Office of investigations of the DIA for coverage verification. I do here by certify under the pains m�p 'es of perjury that the information provided above is tw and correct Signature � Date Print name U'��h / / `-��zn 2 2 Phone# official use only do not write in this area to be completed by city or town official city or town: permit/llcense N ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's office (--]Health Department contact person: phone#; 0�01 (tevued 9/95 PJ.) 1 Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied. oral o�written. i . An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including legal representatives of a deceased employer, or the receiver or trustee of an individual, Partnership, association or other 1 gal�entity, employing employees. However the owner of a dwelling house having not mor than three apartments and ho resides therein, or the occupant of the dwelling house of or another who employs persons en do m ntance, constru 'on or\7mr work on such dwelling house or on the grounds building appurtenant thereto shall not b cause of such empl ym be deemed to be an employer. ,, � issuance or renewal MGL chapter 152 section 25 also states t every state or 1 cal licensing agency shall withhold the applicant who has of a License or permit o op a busine s or t�`construct, uildings in the commonwealth for any applican the not produced acceptable evid�ce of com fiance with the i urance\coverage required. Additionally, nor an of its dlitical sub ' ions shall enter any coverage for the performance of public work until commonwealth y P 4 acceptabie evidence of compliance with the ce requirem of 7ihapter have been presented to the contracting authority: % / // Applicants � ' ensa on affidavit comps letely, y c a the box that applies to your situation and Please fill m .he workers comp ens a`,ce cate of insurance as all affidavits maybe es address an hone nun , ong supplying' company nam , P sure to signand submitted to the Department of Accidents for) ono ce coverage. Also be ` date the affidavit. The affidavit shoul be returnedIication for the permit or license is to the city or towns #p p the"law"or if you not the Department of ustrial�Accidents. Should\your,, ve any questions regarding bang requested, oli lease call the�ep'. a the number listed below. are required to obtain a workers compens on p \,p ` City or Towns \ Please be sure that the Jdavit is complete an printed legibly. The Departm ha�.s r6vided a space at the battom of the licaat. Please affidavit for you to fill oiit in the event the Offi of Investigations has to contact r aiding the am be retumid to be sure to fill in the pernikcense number which * be used as`a reference number. The davits y the Department by mail o FAX unless other ements have been shade. The Office of Investigatio would like to thank you advance for you cooperation and shoal `you have any questions• please do not hesitate to us a call. \� The Department's address,tel one and fax number: `\ The Commonwealth Of assachusetts. Department of Industrial ccidents Office of Invesdeatlons 600 Washington.Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 . The Town of Barnstable MAS& g Regulatory Services �A i679' ,.`0 Thomas F. Geiler,Director, Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date --4(—D2 AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement.removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. o e Estimated Cost s�0° Type of Work: / `J Address of Work: Owner's Name: Date of Application: '2 I hereby certify that•. Registration is not required for the following reason(s): E]Work excluded by law []Job Under$1,000 []Building not owner-occupied rzOwner pulling own pernut _ Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR D LIN WORK DO NOT HAVE CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: , z � az G/ 60 �if?I/ / / `1 11 L Registration No. Date Contractor Name ORS!/ Date 's Name . . . d q:forms:A ffidav:rev-070601 BOISE CASCADE - BC CALCTA° 200tDESIGN REPORT - US Thursday, February07,2002 13:26File Triple - 1 3/4" x 18" V-L- SP 2900 Name: G MacKenzie_R1.B;C: Job Name MacKenzie Residence "Customer - MacKenzie Brothers' Address #3 Manni Circle Specifier Designer - Joe Madera City,State,Zip - Centerville,MA Company: - Shepley Wood Products Code Reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc: - Ridge 0" 12 Standard Load-25 PSF 115 PSF Tributary 13-00-00 BO B1 3990 Ibs LL 39001bsiLL 2659 Ibs DL 2659 Ibs!DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type - Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 ` 25 PSF 15 PSF 13-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 39354 ft-Ibs 52.2% @ 115% 2 1 -Internal End Shear 5739 Ibs 27.3% @ 115% 2 1 Left Slope 0/12 Total Deflection L/360(0.8") 50.0% 2 .1 Tributary 13-00-00 Live Deflection L/605(0.475") 39.6% 2 Repetitive n/a Max. Deft. 0.8"(Limit: 1") 80.0% v2 1 Construction Type n/a Span/Depth 16.0 1 Live Load 25 PSF Dead Load 15 PSF Bearinq Supports Part Load 0 PSF Name Type Dim.(L x W) Value %Allowed Case Material Duration 115 BO Wall/Plate 3-1/2"x 5-1/4" 6559 Ibs 84.0% 2 - Spruce-Pine-Fir B1 Wall/Plate 3-1/2"x 5-1/4" 6559 Ibs 84.0% 2 Spruce-Pine-Fir Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum(L/180)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(L/240)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. - r, above is based upon building Slope=0,consider drainage. code-accepted design properties , . and analysis methods. Installation T of Boise Cascade engineered wood ° products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. t. Page 1 of 1 " 'BCI®.and Versa-Lam®are registered trademarks of Boise Cascade Corp. � c�v�ni CJr. Ceh`t, j Q . 150.00° co tt N 4 EXISTING FOUNDATION71 'Lot49A MAN NI � .v''ht �rYy.x: CIRCLE X. ��,;�,�u�; LOT S O A. � 26,070+/- S.F. y°el A 00/ Lot 51 l hereby certify that this foundation is located on the ground as shown, and that it conformed to the Town of Barnstable Zoning By-Laws regarding minimum setback requirements at the time of construction, and that the foundation is located in Flood Zone"C",as shown on F.I.R.M. 250001 0015 C,for the Town of Barnstable, revised to 08/19/85. /02 MAP: 169 SEC.: PAR._ 120 SOT: 50A HSE.�#3 NORMAN GROSSMAN PLS DATE i* FOUNDATION LOCATION FLAN LOT 50A, #3 MAN N I CIRCLE el t, BAN BARNSTABLE, MA.E�I�oSStetAlr . . c.� NO. 127715 ,. SCALE : 11°=30' Norman Grossman, P.L.S. DATE : MAR. 06, 2002 10 Marsh View Road PLAN NO. : C - 744 East Falmouth, Ma. 508-548-1920 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel � a5' Permit# 32 7) Health Division °'Date Issued F Conservation Division al I ���aR® L� Fee. $, � Tax Collector +•� !k .CS�® �9°�f Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 3 M A(qW Village C',�_�csti-ee�y<<Lt� "A, Owner L.e*65&l AA c Vr_k�S t � Address All Address, AIL A Lj5 r Telephone 2�o O r9 S Permit Request W �►►w"l u� l��[� 1 ?C a?) Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total new Estimated Project Cost.l w CO Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new. Total Room Count(not including baths):.existing new First Floor Room Count Heat Type and Fuel: ❑Gas Cl Oil ❑ Electric ❑Other Central Air:' ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size r 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 L) . Fr,--e.n �'G V�epa Telephone Number -1a0 1 Address_ b. ��ia -1 ( License# O.4a a R 8 MN ras-rox)S M6Ui fl(Lq. O,a(94-� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO —1(bWL0 0 t- RA A , SIGNATURE DATE Io�0 1 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO., �Y' . ' . ,• 4; ' ' ... Y . `,• ', . . ADDRESS VILLAGE <' F OWNER if DATE OF INSPECTIONa FOUNDATION > rel FRAME INSULATION.;r FIREPLACE ' ELECTRICAL: ROUGH FINAL - -y PLUMBING: ROUGH FINAL, GAS: ROUGH FINAL FINAL BUILDING 4 - DATE CLOSED OUT r - t ASSOCIATION PLAN NO. t Department of Health Safety and Environmental Services Eo►�o�' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862.4038 Ralph Cressen Fax: 508-790-6230 Building'Commissione: Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence.or building.be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: w\;W�, �) Estimated Cost (a 9-40c) Address of Work: "R, IM t. C t, 60,4�asaJ< A Owner's Name:_(�'Lp_k_ J VIAA C i Date of Application: - !P_0 I I hereby certify that: Registration is not required for the following reason(s): Work excluded by law r]Job Under S 1,000 ❑Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 4f�0fas 2QA ge �paf o10 4a la-1 Date Contractor Name Registration No. OR Date Owner's Name q:forms:Af idav 1. A f4'-O' N We Irp N c, t rig LLJ D•tm.- _ ,.... !•P ; F....... 04 G...r itr•r ,.Ir.�r.d �'�k CURVED WALL PANEL DETAIL._ ..rF"+• PLAN I S1 RAIGHI WAIL NANAL DETAIL ,_,..� s'f► _.}-�}_ -AFT-• -S.4i i •rt. K�_ I I I s/d •t.w bA I eo..n..lin-j —_....rjjwf...• d oA1.•rt.n•.w d.+•.t pa.-.rs I'1jC� deta.l --'- a H.ao r.•... r' \ Iarovfle.. {a• - L 2i r2.'1b9'• n � rmi 1 . Pool p.ofdr •nN1 -.! � ZYp1 . ELEVATION I _1 1 SAMPLE -STRAIGHT WALL POOL BRACE: BRACE_ RAC N_nN-T F IV�tAB1.E jtU AD U A PLUS L•• F P!'d t• 400 �d e� AI7[,F.N?1 ALT�RNAf A I•i017 WN ALTERNATE -j- I'�f Ct _ 1 Cc-4- L3-3.143r T� [t rf Aj 'O I- 4•t:..9 Ir 3:3.'.1 S•6=14,.. nsr �- l LLI CORNER D[ TAII. CORNER DETAIL BUTT SPLICE DETAIL AT CURVED WALL AIl-TE RNATE `l ALTERNATE p2 PLAN NE1TF_S - ..,I:yt.►.• ,4n p•fdl 1 i. ..r.. �n..n � �.....r .s,.r,,..d cr-.....• YpcOp.: .•dn of 20 do,r +rIF .trl.N• .. . .. .. G•.�..,t ..r �-..� ...•w.. .�.p' ,. p. t .,1..3.a...e i1yAf .. �..•nrl•d and p.u..d. 9. ..d !surf' }} 3. TA.. A--, p...... � ... ...r. ...sf.on -ppl.N b, p-I i.n. .......fe•.1 w.•. 4 I•...••. •••1 yn. .•r.�...r.•.r M•de f--f e.•d:rtvurd•e.t and fAs+..c-4flo to rryu(r•d d•pte i D. .••t d.... p..1 ,•.In.... v•..a..lf...1 rent..•!•., It .. ....pet«t tMt +fyw r. n. •.•f•. p....... !•lr ne w•nd E.seftfl- lop. 16r1 rr fih v.M—/ G L..•n• IAet A•.Ff.11 real ;. -Ot r.-psf•d ep•.ro♦ b..i d p•n•N ►.t.0 p..l ��apNy .. lift«. P rlr .Hy ••• p•u•�r p••r...r a becK•It t•rr.rJ ufiw p.•q..•r / Mfrs 1n p.•t. ELEVAT 10N 3 —3 101..4 .f rd,.. pool cSy8temm� -LE -CURVED WALL POOL `�.o� _:.- _ dI� n nrYrrR Iui1An - 1:•1c1- c�nvlrlrrinF nl0' gl4 • 401.n- 14;�f;r, ems. • ••• " ' Pool Wall -• • • The top, bottom and vertical • • -• • • - - •• flanges,as well as panel _ stiffeners("Z" Braces),are secured using the togglelock • - • - - • •- fastening system. The result - - - being a panel with maximum strength,minimal deflection • • •' ' ' and a perfectly square -• • - • • structure each and every • • • - - • time. ,:. ._. • gg �, Y� �/InyI . . . - .. - Threaded Rod A-Frame Hand Rail °Liner r - - Mid-Panel "Z" Brace limits panel i flex,prevents deflection and f =tr assures a straight,square structure. 4 .1 t+ •- 51 k t' '' ; , ••• • • - - �V1/alk m Stairs ..� -� • • axpax > . . . - •- Deck Brace i The use of deck braces permits concretetr.E ` or other decking material to be installed ? ; ?! immediately after the pool is installed - - - - without having to wait for the backfill to settle. The inverted "A"shape transfers D �( . • • • ' the weight of the deck to the base of f> • t' -'`> • - • - •• • • the wall, using the outward pressure of - - the water to equalize the stress on the utilized for both .c Deck br aces are utili e wall. De • -• ••• • • • standard and custom pools. Autom f ` . � ` rv,,' • gti��� �� S A u�' • • S p.. i ion Prec s • • - Two automated panel •• . -• • - lines,run by programmable controllers,turn out finished y panels at a rate of 2 per • at minute and guarantees ' n -tom Ca�riirnai 5ystema'; I, ," ufa un3 slides that every panel is identical s Skimmer Support u. dn%ln boards `ran ,OTf accessorfeaMy �- hole to hole,edge to edge ?-g Siw R;Ffi Sy,L'A p U Y�1- k M r•ik f .�.•r t`S 4'fG�.i�'{ ,k� sa'"�j M X fi' 'S tl jgt' 0! oGsuch equtpr�en�"t{st pe iditcompltanoa�with th They are one-of-a-kind z x a f ,r.:^ r sx. O = equipment Oanutacturo s 8peciflcatlons,Nadonat Spa flexible manufacturing g Threaded Rodr�; and Aooi(rlsd ute4 tan rd§and Local butldUig codes systems designed and Wand; uladons�tJofAl sfe `" "end floats are ,ate , a , Guyropes , ,. created specifically for � ' ,b r „�,,$� •r kremoved/rom'thepools'/ea redlrl this brochure for ' s �� Cardinal Systems to assure urposesOfphotogmph. t � �,� ?� our customers the highest ' quality product available. ms° Standard A-Frame The standard A-Frame bracing — • • • buttresses the panel wall by ' • • s providing support in direct • Diving Board proportion to the water pressure. —••—• •• 1 t fS _ cry to Receptors OP Turnbuckle A-Frame. = • • fr. Your pool professional may — ••• l elect to use a turnbuckle or —— • .• — threaded rod A-Frame. M{ F 4 S 4f 9 r ' ���� �, Stepp Ladder;: � ... • • F Ladder Jig - •j = The Ladder Jig positions the f ladder sockets at the proper • •• • • " ,hei ht making ladder installation •• _ 9 9 easy. , Skimmer Support •• • • Designed to support the weight of the skimmer during and after backfilling,the skimmer supporth Ladder Jlg „ > . fits securely under the skimmer on the wall's bottom flange. The construction phase is the time to talk to your pool expert about the accessories you may want to add to jriel VllaI s' �° Turnbuckle A Frame, your pool in the future. By adding the extra lines and/or fixtures now;you'll save time and expense later. 1V�Vi1�.t��a� al�o�7i a�� aavr�� a Ajdai . ®ST014 S&oa134 SURVEY9INC. P.O. Box 220 Charlestown, MA 02129 (617)242-1313 MAIN (617)242-1616 FAX APPLICANT: GLENN 3 MARYANN MACKENZIE LOCATION: 3 MANNI CIRCLE DEE04CERT 7744410 CITY, STATE: CENTERVILLE, MA PLAN REF. 408174 G,d-.q J � ' Ib /0/x-?, ' moo/ 1.5 STORY J ' MANNI CIRCI E ,No 1u®arfon swvsr 9a�rm� PREPARED. 04-30•1996 Ergi_ne.Ging Dept. (3rd floor) Map /lp Parcel /ad 6 Permit# 5-l ' - House# - ���� Date Issued: l 0 la 3 Board of Health(3rd floor)18:15 -9:30/1:00-4:30) Hs , 0 Fee , � w Conservation Office.(4th floor)(8:30-9:30/1:00-2:00) 0 ��rq �'�y Planning Dept:(1st floor/School Admin. Bldg.) Definitive Plan Approved by Planning Boaid 19 _ T®�'�� TOWN OF BARNSTABLE 3 Building Permit Application Project Street Address ,3 r2*1 f �, e Village -1 ��.� �o�, �1� /yam Owner . C/i-#1.11 Address• .3 Telephone c� r Peimit Request 07 "or First Floor square feet Second Floor IV/fA4 square feet Construction Type �r ,C �.- C l YP c �,..., t� v�t�a e- Estimated Project Cost- $ 7®mod c G 0 Zoning;District Flood Plain / Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure ,j y o-., Historic House ❑Yes M,<o On Old King's Highway ❑Yes &No Basement Type: mull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) ' 300 Basement Unfinished Area(sq.ft) �00 Number of Baths: Full: Existing 0. New_L12 _ Half: Existing _� New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing 0/1 New _�First Floor Room Count Heat Type and Fuel: ❑Gas Uk4i1 ❑Electric ❑Other Central Air ❑Yes Qoo Fireplaces: Existing New _A/O v Existing wood/coal stove ❑Yes ao - Garage: ❑Detached(size) /✓ 4 Other Detached Structures: ❑Pool(size) �1 ❑Attached(size) N14- ❑Barn(size) X_None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes X10 If yes,site plan review# - Current Use Proposed Use Builder Information ' Name e y y // C- "L 'L ' Z" Telephone Number 0 — Address License# yy i,l A,in Min O 7-,K.7 Z Home Improvement Contractor* ye�6 7 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION D�E�BRIS R/ESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Ze//0% BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ,v - ,� r. A� ^.� at i r' - • , . ' � . /.. eta,. MAP/PARCEL NO. ADDRESS qo f VILLAGE OWNER DATE OF'INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: , ROUGH FINAL PLUMBING- VIROUGH FINAL GAS:, r� DOUGH FINAL,' FINALrBUILD ,( ��e DATE CLOSED OUT.,,—,, ASSOCIATION PLANNO. The Town of Barnstable Department of Health Safety and Environmental Services BuiIding Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crosses_ . , BuiIding Coma Fax: 508-790-6230 r For office use only' Permit no. Date , _ AFFIDAVIT ; HOME IMPROVEMENT CONTRACTOR LAW -� SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: 040 vt(Y 4 Est.Cost 7000 Address of Work: Owner's Name 410411.1 11_1_1C_Xg 7 c Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under 51,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME . MWROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL G 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit has the agent of the owner. / lJ 17 A07 Date Contractor Name Registration No. .� MACKENZIEBROTHERS . SQUARE WINDMILL ��•�o�= G'- ��� L ,�od�� 3821 FALMOUTH RDr SUITE 8B MARSTONS MILLS,MA 02648 !�/'� �G� tH (548)420-4424 FAX(508)420-1586 ue v v4 , ' v - D pip, rm 1,19 .� � - 3141 NNL�, �t�• ` �0° 4,, v �, L NZ1E8 QupRE ag �� M�V-s s—�� �lastv4 . . f,r. �_�o� tJ►a�2�2� Fpx� ` �a f+L �O ��nscJ MACKENZIE BROTHERS WINDMILL SQUARE 3821 FALMOUTH RD,SUITE 8B w��o 490 '1 , MARSTONS MILLS,MA 02648 (508)420-4424 FAX(508)4.0-1586 p o T s Von Fit 3I/1 L / H �` o°r rc y v z 0 r 's 0 (r ' n /` � j �f d` 10', � ziyy/�fl l �/ Nv 7G aL71, 'z I/ ,Svs f%lou✓ �`!�7<< 5V �r` /vOV �v��f �//�nrJ• � Ci ' ✓L 4 Nrl G-`f L-h Nva I �c ` 21EeR N 6 v a . 4 - r� , �ouJ _ N►Pas�2� FPS` 'I 42 3 lam ' +'G • TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print DATE •ref G Z�� , JOB LOCATION r Number Street address Section of town "HOMEOWNER" �•�O --o s' �20 Name Home phone Work phone - - PRESENT MAILING ADDRESS City town State Zip code The current exemption for "homeowners" was extended to include owner-occuu4 dwellings of six units or less and to allow such homeowners to engage an in dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person (sj who owns a parcel of land on which he/she resides or intends to r, side, on which there is , or is intended to be, a one or two family dwellinc attached or detached structures accessory to such use and/or farm structure-: A person who constructs more than one home in a two-year period shall not bE considered a homeowner. - Such "homeowner"- shall submit to the Building Of=ic ' on a form acceptable to the Building Official, that he/she shall be resmons:. for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes . responsibility for compliance, with the Building Code and other applicable codes, by-laws, rules and regulations. he undersigned ",• romCownEr certifies that he/she understands . the Town of arnstable Building Department inimum inspection procedures and requirement nd that he/she will comply h sai dunes a equirements. OMEOWNER'S SIGNATURE PROVAL OF BUILDING OFFICIAL cte: Three family dwellings 35 , 000 cubic feet, or larger, will be required 0 comply with State Building Code Section 127. 0, Construction Control. HOME OWNER' S EMPTION _ • per., The code state that: "Any Ho Owner performing work ,for which a buildinc permit is required shall be exe t fr m the provisions of this section (Section 109. 1. 1 - Licensing of C s ruction Supervisors) ; provided that iw, Home Owner engages a person (s) for 're to do such work, that such Home Ow:_ shall act as supervisor. " Many Home Owners who use this ex tion re unaware that they are assuming the responsibilities of a supervi or (see ppendi.x Q, Rules and Regulations for . licensing Construction ' Supe- isors, Sec 'on 2. 15) . This lack of awaren,, often results in serious probl s, particular when the Home Owner hires unlicensed persons. In this c e our Board can of proceed against the :nlicensed person as it .would ith licensed Supe isor. The Home "Owner act-- as supervisor is ultimately = sponsible. _o ensure that the Home Own r is fully aware of his/he esponsibilities, ma ommunities require, as p t of the permit application, t t the Home Owner ertify that he/she under ands the responsibilities of a s ervisor. On t ast page of this issue i a form currently used by several to ns. You may are to amend and adopt uch a form/certification for use in your communit;. j A �s �ol�..office (ist floor): A`' es or's map and lot number ...... ........... ,.......a:.. t.' ' Boardof Health (3rd floor): Sewage Permit number ......�.rg..... .�:� .......... Z BABdsTADLE, i Engineering Department (3rd floor): �)�� 'oo YMa House number �b39.a�0� YPY .Definitive Plan Approved by Planning Board _____7___�:�_._.____f__tt19 _ . i APPLJCATIONS PROCESSED 8:30-9:30 A.M. and 1:0 2:00 P,M. .only„ � 'pN OF BARNSTABLE A P P R O V E Barnstable Conser*vation.Coinmis#U I D I N G INSPECTOR ID, Z(p, KI . j IT A O Da 9 O ..J l .......S....(.. s.1e.. . .. .i-........... y.. L............1.. . �... Signed` / f ._ TYPE OF CONSTRUCTION ........(eco. i .:...F� ..... .....1.. .z.... .................................: .................................. ......_.. .....................19------•. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ' Location ....LD•,.1......�50&.....d.` NJn1.t.......6•?Q,,. ..� t .�. ✓ . Proposed Use ...�....... ,...�!,......J�e.S.. ......... .... .... :... S..�air l ............. Zoning District ...... ..4...........:...............................................Fire District. ..................... a r Name of Owner .:.. •/ --•• � - ell ' T � � ...Address ,.�...� . ..k e Name of B ...6?X__ fir../../...�'G/./L�'! �. ..........Address .../...1.. ' �4/7ah ° ..... ........... �..... ................... Name of Architect .......... /:......................'.Address' .............`.................. Number of Rooms .......... .....................................................Foundation ..�U.:.....C:G•,1� C/ .... Exterior .......... .a.. .e....Ch. ✓'.....5. .!. .(:'....._.:..:Roofing ......44.S.j.O.kr-1 ......................................: . .... Floors ..........G.' ! . /.I..............................................:........Interior ........S.h. f'f.t?�.4K........................ Heating _ �'/ w ...................Plumbing :....eG. /e.� ...f. :L.... .............. ................................... " Fireplace f ........................................................A •roximate Cost ....•,_..... 000 .:...... p !r..C. PP. f.................... * / Area .........'./.Z. ?.................. 60 Diagram of Lot and Building with Dimensions / Fee ` 4-M4C ti ec) y j , ZY 3 ,Y OCCUPANCY PERMITS REQUIRED'+FOR�NEW DWELLINGS .I hereby agree to conform to all the -Rules and Regulations of the Town of B Ale regarding th3 above construction. Name Construction Supervisor's License ..�,/ ��� �'::: .�•`•.z I✓° , PtA 'i --R0B2'R T' L. - I 32820 ;Permit for ..1•z Stork.............. � f Sin le Famil Dwell .n '......... ......................X..........• ... ...�........ , Location - ...;at. ' ` E..5.0A",... ,:3...Mann.i...C•i.e•le < , n Owner Robert L.r-Marini.{ .... _ ... Type of Construction Frame'?. r �"'�.t •'t'x• -- w_ F yam' ... ...........................•• J`r e , h } _Plot ,.....-''... ............... Lot .................................. c Permit Gran ed :.....p' r..... .:2............:..19 89 .� _ Date of Inspection ...... • ...-19 *C6te' Complete ` � !p... ... ._19 - - r r 4.4 ._t... i 1 i _ 1 t t •. _ —r' fit- f _� 1 � i I ( _ + r � A t t + /11 i t. oF VL r+ r r I � i l J? a i -'`�?-� /5:�loT.�..�G.4�'Er� . �,c/rr�1 in/ �-4�✓ �E�E�2E�/��' + + tH + w .�,.... 1- yef s' .. I— �W'..° °�•'. TOWN OF BARNSTABLE BUILDING DEPARTMENT 2 aaaaSrAU TOWN OFFICE BUILDING MYl raj► .639. HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #...........:. .. r ....... ................,......................................................................................_................................. ... issued to :5 ....."",/-/U,�....................... 3//�.H.r�.tJ/.............� Please release the performance bond. a pil TOWN OF BARNSTABLE 32820 .Permit. No.. { BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ................ 7 Ml .659• ��eo+ HYANNIS,MASS.02601 Bond ..... X........ CERTIFICATE OF USE AND OCCUPANCY Issued to Glenn MacKenzie Address Lot 50A, 3 Manni Circle . Centerville, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID,.-AND THE,BUILDING SHALL.NOT BE,.!OCCUPIED_"UNTIL SIGNED BY THE BUILDING'INSPECTOR UPON SATISFACTORY>CgMPLIANCE:,WITH .TOWN ` REQUIREMENTS AND IN ACCORDANCE,WITH SECTION 119.0 OF'THE MASsAG,HUSETTS�STATE BUILDING CODE. r K October 24,, 9I9 .. . a .£. f` wry Buildir g.lnspeetor f, �1 T�iNI',C3, BARNST�►6LE,;MASSACHUSETTS 7ul ,.DR. �tT L x �,���A��7 rj0 v •'..i:, ; � � fuy.l lih9! `.xM�;' ' )t " 1��5 April 21/ T 19 :8.C,. I + 'Ir�+.^,��i F,t1'!'�t7'���Sf'1� DATE- .:.PERMIT �(Q r" • APPryIGkNT Robert L.. Manni ADDRESS 800 Oak Street (NQ.1.�,, STRlETI 'Bid di Dwellin 1 a 4 inc le Family Dwel'linckuMeER� F P�rjm, t0 ( §) STORY WELL N ,uNPrs +`I r ( ly)F TYPE Of IMPR OVEMENTI NO. (PROPOSED USE) �,-, I �'S,f, { �C+f t,.. ri.•777777 " TION) EST #50A 3 Manni Circl—: Centerville . xzo IN\ ( /AT+jLOCA t 3 OIS7R�� {NO.I (STREET) i S6T1(VEEN AND ,� t, ;.i.+7 M{(rA , fi ", d0�;�yti1 :�. '7• ` "', (CROSS STREET) (CROSS--STREET) ((�. '",� �'t'.,.. r _F ;7 �.•d�' SUBDIVISION,' LOT LOT BLOCK SIZE. 1 r 1,40ING IS.TO BE FT, WIDE BY FT. LONG BY FT: IN HEIGHT:AND SHALL CONRYORM Ia1�tC�D11�S7r�ilCci lriON 'TO TX?E USE GROUP n.5�f ti BASEMENT.WALLS ORFOUNDATION ' ti + •• r - `REM R►�S Sewage "#88-645 aZs s�i✓�,Tpp i /rr T ff), M,X r • AREA OR 1244 sq. . ft• 60 000 OQ �d+pR► i , : •t�' ESTIMATED COST �$' • • - t �r tt: St'I .� (CUBIC/SQUARE FEET) 'Q� r Iyr ot+�A Robert L Diann i `oak Street BUILD OEPT i 4. �. ADDRESS SOO W. Nai:n.,i i..A_`i('- BY LDING , t �tfi:, , Y d -►MUM-I�Mt utrAHIMtNET OF PUBLICWORKS�THEISSUAN�C OFTHiS PERMIT DOES NOT RE EASE THEr'APPLICANT FRO MrTM NDIT10NSr. OF ANY APPLICABL SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL •APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SED -FOR INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED ALL CONSTRUCTION WORKS CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE. 9. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �v rah� G�6lF''f a zX L`c ,�!(u� z K raz 3 HLATING INSPECTION A PROVALS ^ ENGINEERING DEPARTMENT t c BOARD O HEALTH o y' /0 OTHER --- r SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC• PERMIT W!LL BECOME NULL AND.V,(SID IF CONSTRUCTION TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD CAN BE CONSTRUCTION, PERMIT IS ISSUED AS NOTED ABOVE. 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Q[ . 2 THE CONTRACTOR SHALL VERIFY ALL O DIMENSIONS AND CONDIHON5 AT SITE PRIOR White ca",(camnee) S TO COMMENCEMENT OF CONSTRUCTION. --- _TYp°f Mouse Wrap V2"COX FLY 8.BLOCK OVER ALL CARRYING BEAMS, 1 21416,O.C. _ BEARING WALLS,AT ALL STAIRWAYS,6 5 112'fG InsuL WHEREVER ELSE NEEDED FOR FIRE STOP OR W TaG P6 —All basement ca beas _ NAILING glut and nagto be 5 V4'S6 V2 LVL'sm 4.A MIN.OF TWO J05TS UNDER ALL LOND - J PARALLEL WALL5 DAO 16°O.C. - ° �rTY^9 beams aro to be supported jL . by 5 V2'diameter concrete filled laity . 5.PROVIDE SIMPSON?H25 HURRICANE TIES 6'FG InsuL - cols.1 plates y O ALL RAFTERS THAT DO NOT ABUT CEILING - an 50'.W0 K12°concrete pads JOIST AND AT ALL TRU56 LOCALS solid H-Id g ao 6.ALL STAIR RISERS TO BE EQUAL,+I-V16' ?x6 Burring wag Q 7 v, 8 ARE NOT TO EXEED 8 W �2-2x6 P.T sgl w"slg seal 7.ALL FINISHED STAIR TREADS ARE TO BE and VYanchor bo1W 0 6'0'O c low H 16°x 10'cortpnuous .�., 9.MIN.FIN5HE0 STAIR WIDTH 5 56' r concrete feoting z CR055 SECTION z `" Scale:va•=Tv I I M • ------------------------ ' a Kest I - ————————--_ w4%a.Akatel d bmfft dds 16"OC e , NPC.- on \ \ / O O11 damOOwlf UW treated I \ /,owx1,,12" ss o 1 I \ \� yAo si i ; \\ Ip I I \t \ pI CV —I I-----------1 -------� I�� \\\` \; pb°anireWit ---� �— ------- _� \ \ _ Z m \ E \^\ \ 1\t r i \14'�\ wood Vs"b \\ \ \ bram pocket `I�� °d, U'wKao � \ U to 15 J.8. IV anchor boles.P from \ t\ t T tY•P�S 6 an cerrtcr \\ \ -l •� iOa S1� \ \ \ FCy \ \ UNEXCAVATED \ ; \ \ t O b CONTROL DIMEN51ON5 J rA m w [V e0 O FOUNDATION PLAN Existing Living" ExI5T1NG Room Existing 5tudy m ,oce remove MgWng CAN 5,r A.ridge wMrt"beam ii„ peyyn by otlmre � �. "Header above c FAMILY ROOM z ep n to abww al pd xl�n�g • „` OPEN BELOW . $ \g I \ a 0 � �\� A .. \�-5eed,'I,idge eupportrg beam abo.e � Q L.(� v U4 1'� Z co _ v , q " OPEN BELOW a w � @ c S y �� wd1n E �2 D A 5TORAGEV. LAUNDRY 4 1 Q Vo C \ *ACE b >u \ ,� tvr�4p8 ,L 6-6 5ECOND FLOOR PLAN 'O ^ WINDOW SCHEDULE - GRY FLOOR R/O OLAWAREA U VALUE CODE QTy 1 O 30 VW411/4 6.4 33 TW2452 1 CCU 3 1 48 V2)(533/8 17.6 a2 C245 3 FIR5T FLOOR PLAN r' " _ 1 1 287/8%53114 10.4 N2 CWI46 1 . 3 1 301/80l57 V8 IV 33 TW2446 3 _ '1 1 827/8X533/8 352 .32 CN24Er2 1 ' - 3 2 - 287/8163 V4 10A 92 CW145 3 , ` 1 2 501/8167 V8 117 .33 TW2446 1 • , • m - Lli BATH BEDROOM#1 .' d KITCHEN ... CQ , FAMILY BATH b o to ATTIC BEDROOM#2 , ^ BEDROOM#3 COVERED LMNG ' LO • ..- - 'i`/� ... PORCH. STUDY ATTIC ul 4-1 r GREAT ROOM ' - : •. .•. r Exsting structuro - ,. .` - - ` VauFted CeOing .. }' 42. OPEN BELOW _ P - - roposed New construction � • : - • - Proposed New construction - - Muo ROpM, SUNDRY 45 r d T — - R 5 ORAGE , FIRS T FLOOR PLAN .� SE COND FLOOR PLAN k \ GARAGE VE to . ATTIC , x , _ s - r ` a z h •, , , r a , a • n F f �P 11 7 s b .H r N/F Williams Water Easement 3 a 50.00' 4 4 34 W aQ 3636.3 8 40 42 4 ent ' 1 39,3 0. 38 (0 M ! — 4t6 37.1 — n/ O 44 P OPOSED ° BOgI _A.S 37.7 3 AD ITION — '371-4 / MANNI 21' -_ 12' W7 CIRCLE 3 — 3S, 36.5 15 G U6n S ptic nk 38 8.5 3 33.5 346 �S E Lot 49A 1901. 30 7.1 sad 00 00, 37.0 _ O� 36.9 2 A Lot 51 / Ooi / 34.2 / . LOT 50A - 262070+/- S.F. 00 29.0 30.5 Ae 31.6 NOTES: 1. Property is located in Wellhead Protection District. 2. Proposed S.A.S. is greater than 100', but less than 250' from wetlands. 1 3. Pump-out&remove existing septic tank,distribution box and leaching pit. I4. Relocate existing water service to a minimum of10'from �. S.A.S.and septic tank. • 35'+/_ Abandonned Bog � SITE & SEWAGE'. '` Seams a � -ca 0 `J. � , N011MAN w R amaqu d sna eis p Ai es a9 adg� cn N DISPOSAL PLAN M Rd \ ark O .r No. 12705 "' Rd a CIVIL to lac ie�` �Q' °G ' LOT 50A, #3 MANNI CIRCLEF�EGISTER�G��'�`� m a S/ANAL E�1 LOWs 6 CENTERVILLE , MA. :1 28 ��`�o FALMO Rd iniste HYANN� Norfh �d F s we APPLICANT: ENGINEER: NORMAN Glen MacKenzie Norman Grossman, PE, RLS QVA)SWAN H k ,,��� IV' 3 Manni Circle 10 Marsh View Road No. 12n FW4o LOCUS MAP Centerville, MA 02632 East Falmouth, MA. 02536 �fclsn". SCALE 1 2000 „ _ 508-548-1920 u►K° ' . — MAP SEC PAR LOT FLOOD ZONE ELEV. MAP SCALE DATE I SHEET NOI PLAN NO. 169 120 1 50A C --- 250001 0015 Cf 1"= 30' JAN. 15, 2002 1 OF 2 H -704-1 r _ SEPTIC SYSTEM PROFILE FIRST FLOOR y NOT TO SCALE VENT ELEVATION 40.0 FIN. GRADE AT FIN. GRADEOVER ii FOUNDATION SEPTIC,TANK I FIN. GRADE OVER FIN. GRADE OVER SOIL ABSORPTION SYSTEM •. TOP FOUNDATION 38.2 38.0 DISTRIBUTION BOX 37.8 ELEVATION ; 38.0 INVERT AT ++ RISER SET TO W/I + 4 6"OF FIN. GRADE FOUNDATION + ELEVATION 36.00* +} 2"DOUBLE-WASHED 35.20 3" 1/8 3/4'PEASTONE ( Verify in field prior - �2,. - ... + . o - - to installation ) - ERF• PVC PIS + 4P + 35.65 35.40 SUMP + 1500 GALLON - / 34.70 + + 4 oSEPTIC TANK 9 35.30 35.13 34.75 / ++�4 H-10 LOADING ' 9 HOLE DIST. BOX 34.20 BASEMENT FLOOR ++ GAS BAFFLE ON OUTLET TEE ELEVATION i + H-10 LOADING + TO BE SET ON A LEVEL 54' + + + 3' 9 DIST. LINES 6 0"O C -48 3 + + SEPTIC TANK SET LEVEL AND TRUE TO GRADE AND STABLE BASE - - INVERT LEVELERS ON _ _ ON 6" CRUSHED STONE BASE ON ALL OUTLET INVERTS MECHANICALLY COMPACTED NATURAL MATERIAL DESIGN DATA SOIL EVALUATION 10' + 1' = 1 V TOTAL EFFECTIVE LENGTH DATE OF TEST: JAN. 11, 2002 54'+ V=55'TOTAL EFFECTIVE WIDTH LOGGED BY:NUMBER OF BEDROOMS................... 3 MAX. ( SEE NOTE 9 ) F LANDERS-CAULEY 11 X 55=605 S.F. LEACHING AREA WIT ESSED BY: DAVE STANTON G.P.D./BEDROOM................................ 110 G.P.D. TOWN OF: BARNSTABLE TOTAL DAILY FLOW............................ 330 G.P.D. LEACHING FIELD GARBAGE DISPOSAL. SOIL CLASS: 1 ( 0.74 GALS./S.F.) .. NO GROUND WATER: NONE ENCOUNTERED LEACHING REQUIRED........................ 330 G.P.D. LEACHING PROVIDED........................ 448 G.P.D. SEPTIC TANK REQUIRED................... 1500 GAL. 0" 38.0 TEST PIT#1 p" TEST PIT#2 NOTES: SEPTIC TANK PROVIDED................... 1500 GAL. 12" O/A LOAM `I 1. ELEVATIONS BASED UPON ASSUMED DATUM. 2. TOPOGRAPHY BASED UPON AN ON-THE-GROUND SURVEY. SIDEWALL AREA................................. 000.0 S.F. LOAMY SAND 3. PROPERTY LINE INFORMATION FROM PLAN BOOK PAGE BOTTOM AREA.................................... 605.0 S.F. 27" B 2.5Y 5/6' 4. NORTH ARROW NOT TO BE USED FOR SOLAR ORIENTATION. TOTAL AREA...... 605.0 S.F. 5. ALL PIPING TO BE CAST IRON OR SCHEDULE 40 PVC. """""""""""" 6. ALL SYSTEM COMPONENTS TO BE INSTALLED IN ACCORDANCE TOTAL AREA X 0.74 G.P.D./S.F........... 447.7 G.P.D. WITH SEC'TITLE V AND LOCAL BOARD OF HEALTH REGULATIONS. MEDIUM SAND I 7. NO CHANGES TO LOCATION/ELEVATION OF SYSTEM COMPONENTS 78" C1 I 2.5Y 6/6 WITHOUT WRITTEN APPROVAL FROM ENGINEER. 8. NOTIFY ENGINEER 24 HRS. IN ADVANCE FOR AS-BUILT INSPECTION. NOTE: EXCAVATE TO ELEVATION OR LOWER, AS SOIL 9. LOT IS LOCATED IN WELLHEAD PROTECTION DISTRICT. CONDITIONS REQUIRE, TO REMOVE ANY TOPSOIL, SUBSOIL, SILT, CLAY OR OTHER UNSUITABLE MATERIAL BENEATH THE INLET INVERT OF THE SOIL ABSSORPTION SYSTEM FOR A MINIMUM DISTANCE OF 5'AND BACKFILL WITH CLEAN SAND, MEDIUM SAND GLEN MACKENZIE SHEET NO. 2 OF 2 PER 310CMR 15.255:3. 132" C21 2.5Y 6/4 NO MOTTLING #3 MANNI CIRCLE, CENTERVILLE H - 704 - 2 i Ine Existing Living P EXISTING ROOM Existing 5tu _' m . . mdsting • ;ar ', - 4i �cbeet •wgtn9 one' `\, Steel,ridge supportag beam' �.'� nwyflnslf�- r r 1 Q�W yj buy - heeAer above O p ci \ar y'., , FAMILY ROOM �= -N >� r r ,pm,to abovq,cFrapel caing = ,; IN OPEN BELOW 2,3t4�T1 N a � a 'lk ,N SLed,1Wge suppgrtng Learn above Aes19n bI.'other+ - 0 nab' fl,�la- ►n 6`1t-abp'6�� R Q Z �..i " OPEN BELOW Q ¢ s 2 x 5TORAGE r 0,(GAV I I LAUNDRY a V Q 1� a 1 � �A 1 v o GARAGE 2.4 J'�. 0 11 ��1 INt4ge O 1 - cNtpg6 R w 5ECOND FLOOR PLAN O 'a\0 WINDOW SCHEDULE Ott FLOOR I R/O GLASS AREA U VALUE 'CODE - QIY 1 O 3011DX411/4 6.4 33 .. 7W2432 1 h P {; 3 1 48 VD(533/8 17.6 32 C245 3 FiRST FLOOR PLAN 1��+ M y 1. 1- 26 7/8)W V4 10.4 32 CW145 1 y({1 3 1 30 V8X5'7118 117 M TM446 3 1 I 827/8033/8 352 32 CN24Cr2 1 3 2 28 7/8X53 V4 10.4 32 CM45 3 1 I 1 2 30 V8X57 V8 1L7, 33. 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