Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0351 WHITE OAK TRAIL
351 oaFTj-4xr a t { {if[ 1 7 f �� I FOR SolarCity December 14, 2016 Town of Barnstable ATTENTION: BUILDING DEPARTMENT 200 Main Street F -.r - - Hyannis,.MA 02601 RE: 351 White Oak Trail, Centerville Permit Nos.: B-16-968 E-16-762 Our.lob No.: JB-0262887 a NOTICE OF CANCELLATION This letter is to certify that our proposal to install Solar(PV)at the above- f�; referenced property has been moved_into a cancellation status. _77 SolarCity Corporation and Kevin M. Black will not be moving forward with the proposed installation at this time: If you have any,questions or concerns, please don't hesitate to contact me. w Thank you for your attention to this'matter: Sincerely, CheryCGruenstern Cheryl Gruenstern Permit Coordinator Direct Line: (508)640-5397 cgruenstem@solarci , .com F t 112 Great Western Road,South Dennis,MA 02660 T (888)SOL-CITY solarcity.com AL 05500.AR M-8937.AZ ROC 24377VROC 245450.CA CSLB 888104.CO EC8041.CT HIC 0632778/ELC 0125305.DC 410 514 0 0 0 0 8 0/ECC902585.DE 2 01112 0 3 8 6/t1-6032.FL EC13006226.HI CT-29770.IL 15-0052.MA HIC 168572/ EC-1136MR,MD HIC 128946AIB05.NC 30801-U.NH 6347C/12523M.NJ NJHIC#13VH06160600/34EB01732700.NM EE98-379590.NV NV20121135172/C2-0078648/82-0079719.OH EL4707:OR CBlB0498/C562.PA HICPA077343.RI AC004714/Rej38313,TXTECL27006.UT 8726950-5501.VA ELE2705153278.VF EM-05829.WA SOLARC•91901/SOLAR&905P7,Albany 439.Greene A-486.Nassau H2409710000,Putnam PC6041.Rockland H-11864-40-00-00.Suffolk 52057-H.Westchester WC-26088-H13.N.Y.C#2001384-0CA SCEWC:N.Y.C.Licensed Electrician.#12610,#004485,155 Water St 6th Fl..Unit 10,Brooklyn,NV T1201#2013966-0CA All loans prWded by SolarCity Finance Company.LLC'. CA Finance Lenders License 6054796.SolarCity Finance Company.LLC is licensed by the Delaware State Bank Commissioner to engage In business In Delaware under license number 019422.MD Consumer Loan License 2241.NV - Instillment loan License IL11023/I1.71024.W Licensed Lender#20153103LL:TX Registered Creditor 1400050963-202404.Vr Lender License#6766 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION T `�"!N OF BARINSTAELE Map Parcel Application # Health Division t n = Date Issued S12 J& Conservation Division Application Fee ! �J Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH C� _ Preservation/ Hyannis Project Street Address `� t,�e_ Village Owner Ly►�� (�l_ G � �� 4 ki,, Address Telephone t. I Ln U9 c Permit Request i l`. j<<.r c A5 r-oo v�- t r 5L !LnL5--r-, ,xw Square feet: 1 st floor: existing proposed floor: As proposed Total new Zoning District R� Flood Plain undwater Overlay Project Valuation � C structio Ty Lot Size Gran red: ❑Yes , lo If yes, attach supporting documentation. Dwelling Type: Single Family Two Fam ❑ Multi-Family (# units) Age of Existing Structure 1-5 • Historic House: ❑Yes XfVo On Old King's Highway: ❑Yes;;'No Basement Type: ❑ Full 0 Cr I ❑ alkout ❑ 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 ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing fi2LNew Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siz ool: ❑ existing ❑ new size/ arn: ❑ existing ❑ new sized — Attached garage: ❑ existing ❑ new siz �Shed: ❑ existing ❑ new sizvOther: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No�_ Ilte plan review# Current Use r Proposed Use 10 �,i►&K.0-e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1L ar-A/064"k? ewllyq Telephone Number Address L S tc•1 a�_d� License # /02 es� c� L`S Cfa(QCQU Home Improvement Contractor# Email e o Workers Com ensation # - L. ALL CO RUCTION DEBRIS RESULTNG OM�HIS PROJECT WILL BETAKEN TO G `� ✓ SIGNATURE DATE 13 kd r _ y, FOR OFFICIAL USE ONLY APPLICATION # 'i DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER Ir �. DATE OF INSPECTION: "{ FOUNDATION FRAME h i INSULATION t - } FIREPLACE ELECTRICAL: ROUGH FINAL_, "` PLUMBING: ROUGH (FINAL GAS: ROUGH FINAL '4 r" FINAL BUILDING DATE CLOSED OUT a ASSOCIATION PLAN NO. . . Town of Barnstable Building . : Pgst4h Card So,That it-is Visible From,the Street_.A roved Plans.Mus ...be.Retamed on Jab and�this•Card Must be<•Ke t � �xtvseess.�. ,• r,.• �e *" Posted UntilFinal llnspectian Has Been Made ,= Permit .r Where a Ce'rt�fieate of.Occu anc;. is Re urged •,such 13uildih hall Notbe Occu �e ,unt�1 a:F�na1=lrrs ectrnhas been made Permit NO. B-16-968 Applicant Name: SOLAR CITY CORPORATION Approvals Date Issued: 05/02/2016 Current Use: Structure Permit Type: Solar Panel-Residential Expiration Date: 05/02/2017 Foundation: Location: 351 WHITE OAK TRAIL,CENTERVILLE Map/Lot 192 236 Zoning District: RC Sheathing: Owner on Record: BLACK, KEVIN M&KAREN A s ContraetorName SOLAR CITY CORPORATION Framing: 1 Address: F ;Cont actor l in�se 168572 351 WHITE OAK TRAIL 2 ` ._.. ..; CENTERVILLE, MA 02632 k Est ProJe:ct Cost: $27,000.00 Chimney: Description: Install solar panels on roof of existing house with On,y'upgrades if Permit Fee: $237.70 applicable. 11.13kw 42 panels fin` Insulation: Y Flee Pard: $237.70 Project Review.Req: Install solar panels on roof of existin ousewrth any upgrades 5/2/2016 Final: if applicable. 11.13kw 42 panels. 3 . *.y Ya ; t o I Plumbing/Gasp Rough Plumbing: x . . ., Building Official. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is a ed wit six months after issuance. ' Rough Gas: All work authorized by this permit shall conform to the approved application and the;approved constr tion cumernA06r which this permit has been granted. •:r • All construction,alterations and changes of use of any building and structures shall be in compliance w e to zoning iawsand.codes. Final Gas: This permit shall be displayed in a location clearly visible from access streetor road a d shall be maintained o n for•public inspection for the entire duration of the � w work until the completion of the same. � >' ny w Electrical The Certificate of Occupancy will not be issued until all applicable signatures Iiythe Buddmg and F�reO ffic a�are�prav a permit. Service: Minimum of Five Call Inspections Required for All Construction Work: "M` 71, 1.Foundation or Footing: Rough.2.Sheathing Inspection ... . 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation . 7.Final Inspection before Occupancy Low Voltage Final: Where a pplica ble,'sepa rate permits are required for Electrical,Plumbing,and Mechanical Installations. Health , Work shall not proceed until the Inspector has approved thewarious stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: ' All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Solar0ty' F Date: October 14, 2016 TO: Barnstable Building Department 200 Main Street Hyannis, MA 02601 From: SolarCity Corporation- Cape Cod Warehouse RE: 351 White Oak Trail,Centerville Permit No.: BP B-16-968 Our Job No.: JB-0262887 Note: Please extend the Building& Electrical permits for this address,which issued on May 2, 2016. A check for$50.00-is enclosed. Please contact me directly with any questions/concerns. �1 C s Thank you. CheryCX. Gruenstern a Cheryl Gruenstern Permit Coordinator Direct Line: (508) 640'5397 caruenstern@solarcity.com 112 Great Western Road,South Dennis,MA 02660 T (888)SOL-CITY solarcity.com AL 05500.AR M-8937.AZ ROC 243771/ROC 245450.CA CSLB 888104.00 EC8041.Cr HIC 0632n8/ELC 0125305.DC 410514000080/ECC902585.DE 2011120386/T1-6032.FL EC13006226.HI CT-29770.IL 15-0052.MA HIC 168572/ EL-1136MR.MD HIC 12894B/l1B 5.NC 30801-U.NH 0347C/12523M.NJ NJHIC#13VH06160600/34EB01732700.NM EE98-379590.NV NV20121135172/C2-00 78 6 4 8/82-0079719.OH EL.47707.OR C81BO498/C562.PA HICPA077343.RI AC004714/Reg 38313.TXTECL27006,In 8726950-5501.VA ELE2705153278.Vr EM-05829.WA SOLARCa91901/SOLARC•905P7.Albany 439,Greene A-486.Nassau H2409710000.Putnam PC6041,Rockland 1-1-11864-40-00-00.Suffolk ` 52057-H.Westchester WC-26088-H73.N.Y.0#2001384-0CA SCENYC:N.Y.C.Licensed Electrician.#12610.#004485.155 Weter SE 6th Fl..Unit 10..Brooklyn.NY 1120t#2013966-0CA All loans provided by Sol erCl ty Finance Company.LLC. CA Finance Lenders License 6054796,Sol arCity Finance Company,LLC la licensed by the Delaware State Bank Comm Issioner to engage In business In Delaware under I1cense number 019422,MD Consumer Loan License 2241.NV Installment Loan License 1L11D23/IL71024.RI Licensed Lender#20153103LL.TX Registered Creditor 1400050963-202404.Vr Lender License#6766 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /92 Parcel 236 Permit# Health Division 3 ZF O k Date Issued Conservation Division �- ©� Fee 2, 0 Tax Collector Treasurer s SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept: WM TITLE 5 . Date Definitive Plan Approved by Planning Board / ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address W V1 7� Village ce✓;Z5cp, -E Owner /�c�v�.✓ h-, ��.¢c� Address Telephone 862— -1G-2 Permit Request �__'z�/f—r. ,�5�� , �r-r P �8�a y� ��a�✓�✓y /�®ate Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost , aaa oo Zoning District Flood Plain Groundwater Overlay Construction Type koa�1_) Lot Size �o � Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family a Two Family ❑ Multi-Family(#units) Age of Existing Structure 21 Historic House: O Yes � On Old King's Highway: El Yes ❑No Basement Type: t Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing Z- new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing ti new First Floor Room Count .eHeat Type and Fuel: ❑Gas '3/iI O Electric ❑Other Central Air: ❑Yes O/No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 3No Detached garage:❑existing ❑new size Pool:O existing Elnew size Z O existing O new size Attached garage:❑existing O new size Shed:O existing 0"new size AV.�A_ Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes el No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name__ ✓'^� m �L Telephone Number 8Gz - r�73 Address 7`*/!_License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ? DATE j Y FOR OFFICIAL USE ONLY PERMIT'NO. DATE ISSUED MAP/PARCEL NO �t ADDRESS VILLAGE _ OWNER` DATE OF INSPECTION: - FOUNDATION FRAME INSULATION • .. FIREPLACE ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGHi C0 Z�. . FINAL GAS: ROUGH n FINAL g! SIM r FINAL BUILDING { cr go DATE CLOSED OUT All ASSOCIATION PLAN NO c 'YO "C:}1Q1L1111--1116 Vl 11{aLALLA -- Build><n Division a�anrsrAst� ' 367 Main Street,Hyannis MA 02601 MASS. i639, 10� �ATEO MA'1 A Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Comm.E. HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: �S/ ��T{ airs�—� G2 ✓ice�� number p� street village "HOMEOWNER": name home phone sr work phone# CURRENT MAILING ADDRESS: dry/town state rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building yermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner'certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedtu and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION . The Code states that- "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors):provided that if the homeowner engages a persou(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see t Appendix Q,Rules&Regulations for Licensing Construction Supervisors.Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case.our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible., To ensure that the homeowner is fully aware of his/her responsibilities.many communities require.as part of the permit application.that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EYE:l1PTti Or 'Ve �00� Jf z� lA r. �-� ohs . S n P-P C /�. 2 L/'cr BSc Sway r F, rev c,q-,qo s .moo o G"� ..•��lC� �d-�-�8-9 9 - - : _,..� (SEA_ ':��n fa1� �,;.c�i�} 71 �+r�JnvG 5l /Vo r 5563� riL /S 4C�l7..) < bisnQi� '3sj v� TO THE _.caps.Cad Hank &.Trost Compsrp AND ns T "= yo, ) MORTGAGE INSPECTION PLA Cutwy MAT IW 6AMW 940W 00( ) CaN m 70 LpCATED IN LL (FRn ' WL &�w Sl►ac M4 of Aarnstabls i ��. SE�rM 7.i. U OBVT N OliU MSE� NOrim.DFUMUMT/1C710N UtIDER 11A�. fil. R COMFY MUT Is PROPER„►m Not lOG►,m a ,HE Esrr�eu o Fl.000 C k� ±Nr1UPgTY PANQ NO.: 2500m OW 50 OATS O-D-05 �� Site 4ax. Gallonage Sides A B NOTE : THIS IS A NON-DIVING POOL AS DEFINED IN THE CURRENT "NATIONAL SPA AND 17' 6.700 11 16-5" 23'-9" POOL INSTITUTE STANDARD FOR ABOVE GROUND SWIMMING POOLS ( NSPI-4 ). 20' 9,300 13 19'-6" 26'-9" t OPTIONAL 18' WALK DECK 23: 12,400 15 22'-6' 29'-9' 26' 16,000' 17 25'-6' 32'-9" 26' HOPPER 20,300 17 25'-6• 32'-9" SWING-UP SELF LOCKING ALUMINUM LADDER 29' 19.900 19 28'-5' 35'-9' 29' HOPPER 25,700 191 26'-6' 35'-9" A 14'-0' PRESSURE GAGE OPTIONAL 4 PATIO RETURN DECK° MULTIPORT VALVE INTAKE HIGH RATE FILTER L5•-0' o SKIMMER WASTE LINE PUMP AND MOTOR 7'-5' seal ALBERT W. SPITZ P .E . #14144 4#-24 i LI; I I I ESTHER WILLIAMS POOLS I 8600 River Rood. De I o i r, New Jersey 08110 AD CAROUSEL I I Round f� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel f SEr-TIC SYSTEM1pqj Permit# 1 / Health Division 9 INSTALLED IN COPAPLIANN.1,Pate Issued 1 9 WITH TITLE 5 Conservation Division ENVII' �q; �P _ Fee I ( ( 1-,C) rq Tax Collector TDTreasurer's l Planning Dept. F Date Definitive Plan Approved by Planning Board �" C IITT'� Historic-OKH Preservation/Hyannis Project Street Address 361 Village Owner Address Telephone � 7.3 ' Permit Request Square feet: 1st floor: existing S93,f proposed ol.77 2nd floor: existing 6� proposed 1o� Total new 11,93 5,&- Estimated Project Cost 0.36,000'-Zoning District RC Flood Plain Groundwater Overlay Construction Typesi�l Lot Size 2-�1272- s¢ Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family to/ Two Family ❑ Multi-Family(#units) Age of Existing Structure .20 e. 1X Historic House: ❑Yes Wlo On Old King's Highway: ❑Yes 2(No Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) �� Basement Unfinished Area(sq.ft) �C Number of Baths: Full:existing Z new O _ Half: existing _ O new O Number of Bedrooms: existing_, new Total Room Count(not including baths):existing 7 new First Floor Room Count .3 Heat Type and Fuel: ❑Gas 2/0il ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing _ _ New ® Existing wood/coal stove: ❑Yes R(No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:dexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes N(No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number 96.2 - A�-73 Address zKf/ License# Ce�vr7_c7pkd.4-`- _1W109 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 1 DATE r: FOR OFFICIAL USE ONLY PERMIT,NO: IY TE ISSUED All MAP/PARCEL NO. ADDRESS , J l VILLAGE OWNER' At DATE OF INSPECTIO FOUNDATION >'(y FRAME INSULATION FIREPLACE r f . ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL " GAS: ROUGH FINAL ^ FINAL BUILDING, f ' DATE CLOSED OUT d ASSOCIATION PLAN NO. c' y .eta. .. .M-.`�++a^.'�:a. .f�.� i.: .,�.r ... -..... � .3 a.�.: ,�j.. ,:1 t-.•i.ie !!i+,_'�w�r, r. -a rs..rs.,�'W ra 'i-A<�...3r..�ll�,-�}1 7.'. y;:+�.;�,i.:..b'..j,�+�rry,.-' :.` t ` OF 7ME,fr The Town of Barnstable 'BAM Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: '��U( v► Map/Parcel: C ' Z3 Project Address: 1 t {ate Builder:" r u� l T lC The following,items were noted onreviewing: �? 4 sa 0 S c-0 i n i,ir '�.4012 - a tr ` r Please call 508 862-4038 for re-inspection. jln�s�petc Date: 42 q:building:forms:review ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE &Q7. D square feet X $55/sq. foot GARAGE (UNFINISHED)' square feet X $25/sq. foot= 4 PORCH ` square feet X $20/sq. foot= r DECK square feet X$15/sq. foot i OTHER - square feet X $??/sq. foot= Total Estimated Project Cost 33� 3s s i i 1 g990915b .� Tabb.tSZlb( � MCURAppmftj . d Twa}F' preeriptfre PselcaEp for Qae as Ami!tieatdmdal Botldtsp Hesad with F02W Fuel MAXIMUM IIIWdNUM Wall now Basement Slab Ana'(K) Uwaine= &-yak=, R Vw w, R-Vaild Wall fti=w SqWpm= EMa=L-? paeimm R.vatErcl 1Gvalud 5"1 to 6600 Headn�DeReee Dam Q 12% 0.40 1 3E 1 13 19 10 6 Nommi F. 12% 032 30 19 19 10 6 Nomw S I2•'i 030 3E 13 19 t0 6 U AFUE T Is% 036 3E 13 23 WA WA Narl U 0A6 3E 19 19 10 6 Nommi t! dve .08. We& IS AFUE • 177i 1�44 �O �+ �+ NM •�•• W 15% U32 30 19 19 IO . 6 U AFUE JC IV/. 032 3E 13 25 WA WA Nora! Y 1 V/. 33 19 2S WA WA Nommi Z 139Afiat 3E 13 19 t0 6 90 AFUE AA IRE30 19 1! t0 6 90AFUE 1. ADDRESS OF PROPERTY. 3SI W111 C�ry91�'✓�`6� , �'� DZ6�� s 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): S. 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-forms-t980303a 780 CMR Appendix J Footnotes to Table S.Z.lb: and ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, sky It•gh . basement windows if 1 d in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area,expressed as a p tage. Up to 1%of the total glazing area may be excluded from a U-value requirement. For example,3 fl of dec 've glass may be excluded from a building design with 300 jfjof glazing area. _ After January 1, 1999, g g U-values must be tested and documented by the mTan in accordance with the National Fenestration g Council (NFRC) test procedure, car taken from e J1.5.3a. U-values are for whole units:center-of-glass -values cannot be used. ' The ceiling R values do n t assume a raised or oversized truss construction. If a insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insu ' n may be substituted for v insulation and R 38 insulation ay be substituted for R-49 insulation. Ceiling -values represent the sum of cairy vity insulation plus insulating sh ' g (if used). For ventilated ceilings, • g sheathing must be placed between the conaitioned space auu utc Y pal Lion of the mwa. 'Wall R values represent the sum of the wall cavity insulation plus • sting sheathing (if used). Do not include exterior siding,structural sheathin and interior drywall. For example R I9 requirement could be met EITHER by R 19 cavity insulation OR R I cavity insulation plus R-6 ins g sheathing Wall requirements apply to wood-flame or mass(concrete,maso ,log)wall consauctions, do not apply to metal-frame construction. a The floor requirements apply to floc over unconditioned sp (such as unconditioned crawispaces,basements, or garages).Floors over outside air in eet the ceiling eats. ''Ihe'entire opaque portion of any indivi basement w ith an average depth less than 50%below grade must meet the same R value requirement as ove-grade Windows and sliding glass doors of conditioned basements must be included with the oth glazing.• asement doors must meet the door U-value requirement described in Note b. 'The R-value requirements-are for unheated s s. . an additional R-2 for heated slabs. ' If the building utilizes electric resistance hea • use compliance approach 3, 4, or 5.. If you plan to install more than one piece of heating equipment or more one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency u by the selected package. 'For Heating Degree Day requirements of clos city or town see Table J5.2.1a NOTES: a)Glazing areas and U-values arc um acceptabl levels. Insulation R-values are minimum acceptable levels. R value requirements arc for insu ' n only and do not elude structural components. b)Opaque doors in the building velope must have a value no greater than 0.35. Door U-values must be tested and documented by the manu cturer in accordance with a NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door mains glass and an aggregate -value rating for that door is not available, include the glass area of the door w' your windows and use the opaq a door U-value to determine compliance of the door. One door may be exci ed from this requirement(Le.,may have a U-value greater than 0.35). th c)If a ceiling,wall, or,basement wall,slab-edge,or crawl s e wall component includes two or.more arealrto onent com lies if the areaeighted average R value is greater than or eq different ins7mq laao evels, the comp p the R-value ' ent for that component. Glazing or door co portents comply if the area-weighted average U- value of all w• ows or doors is less than or equal to the U-value ent(0.35 for doors). 43 367 Main Street,HyannisMAozbul aa�ss Office: 508-862-4033 Ralph Crossen Fax: 508-790-6230 Building Commissi= HOtiIEONVNM LICENSE EXEI4iPI M Please Print DATE: ��- ✓? ` q�'! JOB LOCATION: 37 �//�7�' C�/�- 7 ���✓/�A✓/L L umber s>seet village -HOMEOWNER": name home phone 0 work phone k CURRENT MAHJNG ADDRESS : S/ G✓/fir' pi, �`��-it _ my�tpw„ state tip code The cn:reat exemption for"home=was extended to include Man_ied dwellinQS of six units or less and to allow homeowners to engage an individual for mire who does not possess a license,=vided that the owner acts ac sneer. DEFIIVPIION OFHOMEOWNIM Person(s)who owns a parcel of Land an which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm saucmres. A person who conslruets more than we Dome in a two-year period shall not be considered a homeowner. Such"homeovaw"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be resnonsrble for all such werkUC formed tmder the building,rmi_t_ (Section 109.1.1) The undersigned"homeowner'assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,roles and regulations. The undersigned"homemma"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said pro ��andequiremens. Sigmaae of Homeowner Approval of Building OMcdal Now Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S F.XEIV MON The Code states that: "Any homwwna pafosmingwork for which a building permit is rapircd shall be exempt from the provisions of thls section(Section 109.1.1-Licensing ofWnumcdon Supervisors):irovided that if the homeowner engages a person(s)for hire to do such Sark.that such Homeownta shall act as supervisor.' ibilitia of a supervisor(see Many homeowners who use this exemption=ttnawars that they are assuming capons P Appendix Q,Rules&Regulations for Licesing Constriction Supavisom Section Z.M This lack of awarcn=often results in serious problemm particularly when the homeowner hires unflomd peemL in this case.our Board cannot proceed against the unlicensed personas itwould with a iicetsed Supervisor. The homeowner utm8 as Supervisor is uithttately responsible. fu To cum that the homeowner is lly aware of his/her raporsibilid=many commnniides require.as Pan of the permit application.that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form cm=dy used by several towns. You may cars to amend and adopt such a form/cer iftcation for use in your community. Q:FOMIS:EX MMN 2nd girt TJ-Beam^' v5.42 Serial Number.70-0055571 PCs of 1.75 x 9.5 1.9E Microllam@ LVL BEAMUSA 1111 10/27W'1:03:41 PM -2-,- 11 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESI 1CONTROLS FOR THE APPLICATION AND LOADS LISTED i' o� a 14'6" Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:11'1.2" Loads(psf):30 Live at 100%duration, 12 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER' 1 2x4 Plate 3.50" 3.5" Left Face 2414/1066/3480 Detail A3 2 2x4 Plate 3.50" 3.5" Right Face 2414/1066/3480 Detail A3 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3400 2960 9476 Passed(31%) Lt.end Span 1 under Floor loading Moment(ft-lb) 12041 12041 17662 Passed(68%) MID Span 1 under Floor loading Live Defl.(in) 0.444 0.472 Passed(U383) MID Span 1 under Floor loading Total Defl.(in) 0.640 0.708. Passed(L/266) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Of Al Ql ch ei . c4 TV G Nani o � ,74 � PROJECT INFORMATION OPERATOR INFORMATION: 'cl, �� C7-(jAAL `' black MMichele C.Tudor,ichele C Tudor P.E.Consulting Engineers �J,pgs7 EN 123 Cottonwood Ln. Centerville,ma 02632-1979 .508-771-7601 508-771-7163 Copyright 01999 by This Joist MacMillan,a limited partnership,Boise,Idaho,USA. ,TJ-ProTM and TJ-BeamT"are trademarks of Trus Joist MacMillan. Microllarril)is a registered trademark of Trus Joist MacMillan. C:\TJBeamW AV99095BLACK2ndbm.bm 4)�* � / i Beam at future Wall Opening�Gar and Breezeway TJ-Beam^' v5..442 Seririal�Number.709055571 Z PCs of 1.75' x 9.51,'1.9E Icrollam® LVL �. BEAMUSA 1111 1027/99 1:12:54 PM Page 1 of 1 Build Code:104 'THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED o� � ,[21 11' - '' Product Diagram Is Conceptual. LOADS: Analysis for Beam.Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" Loads(psf):30 Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 2414 1066 3'S' Adds to gar 2nd fl bm Uniform(plf) Floor(1.00) 0 60 0 to 11' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) ` WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 1880/1201 /3081 Detail A3 2 2x4 Plate 3.50" 3.5" Right Face 974/802/1776 Detail A3 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3060 2945 6318 Passed(47%) Lt end Span 1 under Floor loading Moment(ft4b) 9505 9505 11775 Passed(81%) MID Span 1 under Floor loading Live Defl.(in) 0.225 0.356 Passed(U568) MID Span 1 under Floor loading Total Defl.(in) 0.369 0.533 Passed(U347) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL;L/240). , -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY!. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. � ,TN OF if MI HEL.E $ TUDORNO.3477 `^ PROJECT INFORMATION OPERATOR INFORMATION: ,e9 STRUM RAL v' black Michele C.Tudor,P.E.Consulting EngineersTER Michele Michele C.Tudor Fss/OhAt 123 Cottonwood Ln. Centerville, ma 02632-1979 508-771-7601 _ 508-771-7163 `0 27 Copyright*1999 by Trus Joist MacMillan,alimited partnership,Boise,Idaho,USA. TJ-ProTM and TJ43eamTM are trademarks of Trus Joist MacMillan. MicrollamS is a registered trademark of Trus Joist MacMillan. ,y,•_/ Breezeway Edge Beam 1` y TJ-Beam"' v5.42 serial Number.709OM571 2 PCs of 1.75 X 11.875 1.9E Microllam@ LVL BEAMUSA 1411 10Q7/99 1:48.56 PM `Page 1 of 1 Build Code:104 r 3/ u x l q J {7 'THIS PRODUCT MEETS OR EXCEEDS THE tT DESIGN I ONTROLS FOR THE APPLICATION AND LOADS LISTED F7 P74 A § Product Diagram Is Conceptual, LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'6" t _ . Loads 30 Live at 100%duration, 12 Dead,0 Partition,and: (Psfl: .. - TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 0 90 0 to I V 6" Adds to ext wall _ s Uniform(plf) Floor(1.00) 213 102 0 to 11'6" Adds to roof Uniform(plf) Floor(1.00) 220 110 0 to I V IT . Adds to attic SUPPORTS: INPUT ^BEARING REACTIONS(Ibs.) - WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.59' 3.6' Left Face 2749/1906/4655 Detail A3 2 2x4 Plate 3.59' 3.5" Right Face 2749/1906/4655 Detail A3 -See TJM SPECIFIERS/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: `- MAXIMUM DESIGN CONTROL CONTROL - LOCATION Shear(lb) 4520 3617 7897 `Passed(46%) Lt end Span 1 under Floor loading Moment(ft4b) 12617 12617 17848 Passed(71%) MID Span 1 under Floor loading Live Defl.(in) 0.202 0.372 Passed(U664) MID Span 1 under Floor loading Total Defl.(in) - 0.342 0.558 Passed(U392) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL U360,TL:LR40). _ -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - ADDITIONAL NOTES: I developed b Trus Joist MacMillan a'JM . TJM warrants the sizing of its . re de -IMPORTANT. The analysis.. resented is output from softwa R ) 9 ah�P �P P Y products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input,design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. OF Y M104ELE CL .. O TtJ7DOA a y G� .No.34T74 STRUCTURAL PROJECT INFORMATION OPERATOR INFORMATION: black Michele C.Tudor, P.E.Consulting Engineers /t7NAl Michele C.Tudor 123 Cottonwood Ln. _Centerville ma 02632-1979 l�, z ,_ _. 508-771-7163 Copyright*1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro"'and TJ-BeamT"are trademarks of Trus Joist MacMillan. Microllam@ is a registered trademark of Trus Joist MacMillan — _ k y ��7 �� gar header Ti-Beam— v5.42 Serial Number.709055571 2 PCs of 1.75" X. 9.5" .1..9E Mlcrollam® LVL BEAMUSA 1111 10/27/99 1:56:28 PM Page 1 of 1 Build Code:104 - ' ;..,, J.. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED - »r h A:. ,8„ _ —. h Product Diagram Is Conceptual. LOADS: sY Analysis for Beam Member Supporting FLOOR-RES.Application Tributary Load Width 5'8 4" T Loads(psf):30 Live at 100%duration, 12 Dead,0 Partition,and , _ TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT - Uniform(plt) Snow(1.15) 213 102 0 to 9'6' "Adds to roof, a cY Uniform(pff) ( ) attic Floor 1 00 220 110 _ 0 to 9'G' ~ 'Adds to , µ } Uniform(plf) Floor(1.00) 0 100 0 to 9'6" Adds to ext wall :- t SUPPORTS: INPUT BEARING REACTIONS(lbs.) WI DTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL .Q r.DETAI OTHER 1 2x4 Plate 3.50" ,3.5" Left Face 2869(S1.15)/1851/4720 Detail A3 2 2x4 Plate 3.50" 3.5" Right Face 2869(S1.15)/1851/4720 Detail A3 -See TJM SPECIFIERS I BUILDERS GUIDES for details) A3 Wa DESIGN CONTROLS: r : + Ara 4 MAXIMUM DESIGN CONTROL CONTROL m;$ LOCATION Shear(lb) 4554 3643 7265 Passed(50%) Lt end Span 1�under Snow Roof loading Moment(ft4b) 10436 10436 13541 Passed(77%) MID Span 1;under Snow Roof loading Live Defl.(in) 0.225 ``0.306 Passed(L/489) MID Span 1'under Snow Roof loading Total Defl.(in) 0.370 0.458 Passed(L/297) `MID Span 1.'under Snow Roof loading r � -Deflection Criteria:STANDARD(LL:U360,TL:U240). ro ;' ; -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. "" a'2 " Y 4 ADDITIONAL NOTES: ., fi, ." `;' ,h,'�1,r.« t -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the stung of its ' products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. r Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT.SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above.' -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection .S C. t C w TUB 4 AL PROJECT INFORMATION OPERATOR INFORMATION:. f _ 8'1'RURO � . black Michele C.Tudor,P.E.Consulting Engineers A RfGI$tER�' Michele C.Tudor ��fSSIOnAL E�6 123 Cottonwood Ln �Z _.Centerville,ma 02632 1979 508-771-7601 508-771-71637�/ - — :z _ Copyright*1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT"and TJ-Beam"'are trademarks of Trus Joist MacMillan. MicrollarrG is a registered trademark of Trus Joist MacMillan. TOWN OF BARNSTABLE Permit No _20g-10___—_-- 1 Buildulg Inspector Cash . ' .YL t ov OCCUPANCY PERMIT Bond 1 "No'building nor structure shall be erected, and no land, building or structure shall be used for,a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Burke Homes Commnv Address 52 Thornton Dr. Hyannis Lot 60, 60A White Oak Trail, Centerville Wiring Inspector Inspection Jj C Plumbing 1nspecto( * Inspection date Gas Inspector Inspection date Engineering Department . � , , Inspection date ��� rf �r r THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ................. F. ........, ....... .Building Inspector ............._....�..._ T�t�t F Lo�V 110 yC -cl�F�TI 4-9 S 5 .L1.L. PIT -_ t•,�s�,. I o 00 ��.L SC1r1,</AL.L AV-P-A . t5o s•Ir IBC' Sp" '` 2•�s = r !�Z`7S G N B"r'DA/l tirzi*A r +'� sc r tt 11 _ � fob. A C .p 5b C�.PI7. 1-4t. i} i 0 ToT,&L. •L>ES16W = 44215 l�.P.Z7. A pevp• f'T �f />/ 'rA,tl d s� co TcY' paG� tfIN, • '.A JJP �Sl�„ 4'pP MKT Iw//. Got. '1CoZ j INV. � SOX � �4F srnc -T A 0,4K Ioa© aft` ,�,�• tuv. ,. • , GAL, t. �F./I.1':.1 �•• S-STOW TO W 4�4 waa+�r 5n>.�� !J Gf�...t?Tt'FtEt> pI.C�T' �L.�i.!•:.1 p ( j ;� V�ATt�• C.("at_t�' `tom. �t:� -�A.TC. I"cw,I'+�'�.t��a 't'F 4 A-r T 1-1 G T VI J'>,TI O>4 5"ow W P A t j P r P E v-e k1 c..a ft-I .f�"C�L►F.1 GC:VVt PLYS 4tiF'1"N T1-1� -51ve.C_tI-•c= atiJ� 5E"re e-le, o;= • OT C�� Q f; -� c..o TI-AI-S C'C-.AW C 1-. OT i':�Ce-acC? U�•I r►J oST�iZVll.lf C� 1�tCr1� , tW';i"4?...►,titE�1J" /;Jk_</i" Ili� �" r �: ,AN EXC t,l�.t4� Tc� lrir.i'ayr'mt�4c- ..10 t_tt �� — z3[. Assessor's ma*p and lot number ........!.:/.............9..... tG "T .: �C ? - ? -2 7 7X, .. OX E { SYSTEM SEPTIC a ,. - STEM MUST BE Sewage Permit' ?� c . '.. .. ......._. ' INSTALLED IN COMPLIANCE ............number .......... ° r WITH ARTICLE Il. STATE tHEr, TOWN' OF �BARNSRT IT. AND'TOWN BAHBSTADLL "6q --- BUIL IM : INSPECTOR O 0 Mpy a j APPLICATION FOR'PERMIT TO C.O.iU„ -4,C.� .. .v.:e`-J..../-�O( .c�.-............................................. TYPE OF CONSTRUCTION .... .:L...I2 f�1V1 n...... J.cl:. l �.!!�(�.......................:..................... ....... . .....1......... o.............19 2.1 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information:- J i J � JJ Location L4.7..f?. .;...54. .1 ...... ..1. .....Q:(P. .....1..1 .1�..(.1........C.b..h1.�.t .:��.J..!. (.. .1 C�Z�a. .Z.... ..... ........... Proposed Use ..... . ..A1.G.. ........ ! .1..(.l .................................................... Zoning District 1 .........Fire District .':. Name.of.Owner k.��.1.�.0....k: .M.N.....�Q^..PAV,/........Address �'.QN:...7HQ.P...'.I.O+V !✓ 1.f! ....:. 4itllLl..f.. 4 Nameof Builder ....................................................................Address .................................................................................... r( { Ile Nameof Architect `........:... ..............................Address...................... `./............................................. �:.................. Number of Rooms ....0...........................................................Foundation T/. .G............d ..... ! /................. Exterior C:C-c�/ (Z-S........► Xl.k..C�'Er.�........Roofing el ..A.. l ................................................. Floors .........................................Interior ...b.u.c.......Ro?q.4............................................ Heating ....Fo..R.c- -n....... T.V..�qTC.A..._................. ... .0 2............................:......:............................ Fireplace .... r.. ...............................................................Approximate Cost .......:. Sf.Q..�.U............................6........ Definitive Plan Approved by Planning Board ________________________________19-------- - Area • C .`:......... Diagram of Lot and Building with Dimensions Fee ..!• ................ SUBJECT TO APPROVAL OF BOARD OF HEALTH 5 A . a 1 - I hereby agree to conform to all the Rules and Regulations of t To of Barns tcS regar i abov construction. Nam ......:... ............... ....................... Burke Homes Co. 20930. two story 4No Permit for .................................... single family dwelling ............................................................................... Location ......................................................351 White Oak Trail.......... Centerville . ............................................................................... Burke Homes Co Owner ............................................. ................... Type of Construction .............frame................... ................................................................................. Plot ............................. Lot ...........60 & 60A ............ December-27 - 78' Permit Granted .......... ....................19 Date of Inspection 9 7 Date Completed ... 7............ 19 PERMIT REFUSED ................................................................ -19. ......................... ......................................... ........... ................................................................................ ............................. ................................................................................ Approved ................................................. 19 .............................................................................. .................... ......... ................................................ .c_ Acct.No. Page of Project ` .-• - Subject Comptd. BY ��$ -Date io -28 - 99 Detail Ck•d. BY Dete 41'Z •- \�.I, s T/.Cv' � Sc%85cJ�p�rpGLc Sr?�ucTt.�.p�,,S 2 p I 1 s r7c Ti'9r�.(! vim? .8 23,36, q' 2 9,B kL u t fig.3 is 1 ' 'o .� n.v6 ry,' 'I WV7 i4�.L C ' Z I I G/STIp/B(�T�O� �k t g, �al�STin/!s 3>/-�7 c G 2.0 'A i /`��4o�ciSGw Z^'� �`GOoepo,vir7o../ 1015*14570✓E 2Z,o ' F ' .. 26IOI #IL a s L ac�r�a.✓ oo-C BUYER: Kevin M. Black & Karen A. Riihimaki-Alack . 1-or roo A isrTC7 ; N 1, T '5 rl 6o A', TO THE ( Cape Cod Hank & Trust Company AND 1T5 117LE INSURERS. ) MORTGAGE INSPECTION PLAN 1 CERTIFY THAT THE BUILDMGS SHOWN DO ( ) CONFORM TO SETBACK REQUIREMENTS LWA70 IN I.E (FRONT, SIDE, Lc REAR SETBACK•ONLI� OF Aarnatable C��C1'I/I L LE WHEN CONSTRUOTED, OR ARE EXEMPT FROM NOLATION ENFORCEMENT ACTION UNDER MASS. G.L ti 111LE vli, CHAPTER 40A, SECTION 7, uNLFss OTHERMASE NOTED. MASSACHUSETTS I FURTHER CERTIFY THAT THIS PROPERTY IS Not LOCATED IN THE ESTABLISHED FLOOD C-2 HAZARD AREA COMMUNITY.PANEL NO.: 250001 00150 DATE: 6-19-R5 DEED Project Acct. No. Page of Subject s-2 f y�7 JgVLEii_ Comptd. By Date Al- 29'99 Detail Ck'd. By Date ' ��i sntiG �o wp/TJO.•�CS NOTCS ¢ I., 7 G " — ,CiiL.E. (J/N SONG. N f IL t C W , c z i i A. PEP : z O - .. _.. i 1 : t 1 e. :r3 i t 28'2" IAl 3" .We9599311amIngn0KENN������n/i�n�®nBll/1�����ooi�o�llels��lt��11a�. ■tETtt/EETtttt�ttt<tttt��tRtftl■I■ttt•H tt�■■�tt�ttttp��1��■��tttA■■1 ni tt�qt■[■�t�t��t■[H EI A AIfAA•�»fi AA f1A A=AAAA•ffl AAI.p!tt Alf N AA Alf�!�AA AAlAAt�s AAI AAt Af fAfAli At7A AAI it f AC1� A■AAIAAfAAI■tAAfM'MfAAIi�AtA■fA�Aw�tA['ii�Mtiiii�wi■■Ir�ttr�AtittttA�A�SAttlt■fit■tit■����t■��r♦■■/■t■A■WIM IMMINIMMI/MI/t■/-i(WW,-///.//■/_'/, =mA<iAl AAQ rtA AA AA Isi ii_!<A�ffr AffA!AA it•Ci A�Ai iiA A!fir•AEt#0if AA iit Aft iH Ali tf!iiR Twit Ati A� i ttttM AMlAlAt■fAAI AAA AAAtft AAA A�N A�t rl<AAr N N AAt AA N AAA!AI Nanunu anmu amnMtrliE�t�Hitttit ttt[i�tItAAAA�AAA�y ■■■�IA��AfAAAI IAfAA�Af���r�����a�.�s��„�....^.���������N t:a H i L!'J ttQ:c■E:E<1!s Noon/![!/tt4[■m Et1[!lE■!■i!E tttt!tEtfiEtl/HEtt!'ttp Etltttttt�l�'t�t1�1R/�!�itir A®n1�A■A A�ArA f�=As Ar•A�f�ff�w���������������������� '�'�����_��������a.w�f�ff\f�A Afr AAt AAI Ar fA�Att AA(AAI A<•i M i/t•Hf ttt■i ttEE����tttt t�E EEE�EE/i H EE/r�����=tom���� rt•��tAt��������N�t���f rOilAA r'wN�a1✓�r=AL�/�AflA ri ArNNAA Ai AA 4f7v a�a`A�A�.�tAA AAAA�wIAi AAIwAAAA�wA�It�AS A�����itt���� �E�ss�iv�■EI��EE�/if9®/EiEEgEEail�I���i�����i���1��EEiEE:>rEEsiE�'fiE■ItEi1 ta���[■�ttt�ttttt�tlttt�tt�E�tt�tttAttt�tt�[�[[[�wttr��■r�Atw�ar.wl� ittiA�A�AttAt[Ari■tt�Aitt�■SiH■IMEt•i■ttl�/tltitt�tt�tttr■ �iA�iA■tstA■A<N��■I wit■A��Ar�AAtrA�Ar��AA\AAAAALs�rA�sAMwAAAAAIAAt�As� ®®A/■sl�ts�l�t�lElr�t�ll�s���tM��1������[I��t��7�■wi� ��tEi��t■�E�[EErr•��[rnr�Er■u■t[[�ter■rwat�[��w�a�wiAw ■B AA A/-■A M AA1 AA!Ai AA<M AA AAf1f r�A!AA1 fft i��!iAf fAI il!A!AA�f�A!�fA N AA Af"N�A1!���i�M NA r AAf AA•f�����w w AL�>♦��AM AAA AAA AA1 A■A A�A�� ■A Ar AAI AAI AA AA�AAI��AfI AA fA!AA Aft i�!AA rrf rAr r!r AAt Afi AAr Aft AAt fr1 rAr M ttrn AiA AA A/AAt it tttl■tttttftt�tlt tE Eta tttt■tttti[tttt■r Ott■{r 0♦`�a��-��_�tttLl 7t■EEEa ■ttrA■IA�ltAl■■A"tt�ttiltttri�tf�t■AArrA�A��AAAtt�NlAat�■■�A A■ttlr�AAAtiAA�AAM!■��N !•AAA■w��AtwrA�AAr'A��A�wAAAAf!«AAr�A�t�A♦�AAI�,�� ttttt��r����/�r����tr���A�i���/w��il�Ari�t�������������ttail■��/�[�tit■��Ea� �ffr�a�tAf�����Ala�fA�A y=flAa=rf•Arff�frf>•��ff�At �H�����Ei r������������HEi��Et/EE[Ea�/■Ei tR ttOE��1i�tttttftt�ttttt0�t■t■�tOi[E�Ot0 t0>t ttt■ttt�HI�<��Eitttt■tom ttt■�ttt�ttr t■t[tttt� ■�tOt�i�i��i��tfo��ttEitiaYfllf■ ■(IE�t6�itifE�ipttiR,;tyl�y�Eti [)y/� ■tto IMUR}apAkmawmayom&aim ag��� -E�t�[i�ttrttt®ttt��tttt■i��.�ttist■�ttt�ttt■tttt■ttt�tttt■tom �' ��EEC EEC E�EE■EEC t t�E/ttE�EE[E�t�H ti tl tti tt !♦tttEttr ttt[tOt ttA N�tt■ttrt ttw ttt�fl ttt!tttttl Att tA•Afw■�AAlAA■■� Ali AA!A�A�AA■■tts ALAI i w A��A�w A�AAt1 A�����rr�r<A�s�Af�Aar�tae�r.:fA�AneA4tRtlreEiwAn Rolm allo Oman ga"m NOWNSM MW an mIWAMtEMMI�tH�i=��i�i�������r������� �=����rt��r�rr�rE��EsllE100 Ea•:awa�Eat[trtt�w[t�tt�tttrtt�nt�Ea���r■tt�t��e�[ttn■tt�■■sttrrt�r■ttr.�AAAA■t■■�A...A�AAIA�A�Aw.���■ !f1A ffrflA lA�ff!AA Ai Afl fly A!AAI AI!�A"Ai tltt MI M A!�A!FI[Ai■��A�ttt♦flit tttflf=ttl/�ttt♦ttt♦At■tN t�tt� _�[ttt[���ttt�ti tttt■fie��t�t���ttttEtt�ttOE tr �r ffr-.�!ffr r!r f�Art AiA>•rAiA At/A�N r��■rlt t�i tt0 i[[■�i■/H rtl EEiEE[r�EEI��������0��r���������_�����r� ■//aH■/�EEi/t�//r//�E1/f/�� EEa/tEt//i{�itd■Ea/EE;E9[it�Arttt<f�r■tt�li/���ttttEa��ttt�tttttt=��e�i��EE�ttr�tA�ttt/tt�EE/E�MINAMMEN ���� ®�i1�iEE�®�i EE��i[�i EEa i i EEEEi[Eirf Gt[(i�t�ritr■tr[r trr�[r[■r[Ea t�r�r A•�■A.■�w ti tt�tttit�■tttt■ttt�iitttr�tttA ti ttr•ttt�t�■�ttr[/�E tttEM MM �w®WOMEN ® i MEN 0 1 EEC IMEMIS -MM IN SEE MMW� SEEMS SEEMS ■ a�a���w���er ra •t9®mml�!!�>!!mlta® ii i I Project Acct. No. Page of Subject ��r�sr�wG /b�fT ':5:C�?7cnJComptd. By /�/Q Date /O Detail " „ Ck'd. By Date IL 03 J - G - G - - i iF i , i r Z2�3 a /ST/�✓G /�/drh�T LtGt/i¢T/dam✓ u A-3 Project Acct.No. _ Page of Subject �.PO�G�SC-saw /Gib r C� - Comptd_ By 'yam 8 Date /O -2,8 -99 Detail �y Ck'd. By Date i t , r c a , • "'oo'; rT7C_ _ ± • b- t E { � 1 AT 12Na SLR , t I r 77 3/ '9 ''' 77a i✓ 40 A-4 Project Acct.No. Page of ' y Subject Comptd. By Date Q Detail Sc�9�E Ck'd. By Date Q N i c W�9LK ��77-/ r71,iPo LJ,e, ! h'J .ST1� ��-a,1Poa-'! /�J' �7 �� „r �3 .� ,C3�4T/� �Lo,SE7- s o z �.QOJOG�St�p (10 VJI; O � DO SMOKE DETECTORS O.K. NNBTABLB BUILDING DEPT. . F h f� 6- A-5 Project Acct. N . Page of + Subject / Sr ToUs> /��- �✓ Comptd.'By �(id Date /6- ., S 'Ckd. B Detail Y Date i- -{- ; -------r—'- 1 - - ;- --- - - -- I 1/ .. r t i 1 I , IK I j _ I j j14 IL _ 999 , QQ I ( , I C C I I I i I i I i I i 1 1 , r _ 1-- Sri- � I i i.• ` � � i S i - � 1 - i I I 1 I : I 1 t - , IT • I - # j }} I i • ; 1 • , i i �� I i 11 I I • � i i -�-- __ !- ' -__-1 E .-.r. ' _-__-.--__--� __-wr_- _ - ___ I _- {_ I -I __�.- 1 i i I _• _i h 1 _ _ _ - -- - - -- ------- ---- --- -'I , - I I LJ - r - - — - - t _ r f { , I i • Project 'T� T /L Acct.No. Page of Subject �s odw -/tea✓ Comptd. By / C3 Date Detail SG/� L� _ �*� _ �® Ck'd. BY Date sLA 03'' i IL 13 wRLL BEsOw -- � 1 j ii ! °o (N'944.Id /NZW Sr!'aLL z /g a 3o;y TJ loor V P R O P O S E -�sr- do•� �,-.� y q-7 Project 01091(--, Acct. No. Page of Subject C��SS Comptd. By Date Detail /y CWd. By Date i I i I i I I i I i- -� I—� i L ;. I i I i {' - I— .�.—._�—.f_- (- _._ -..r._._; � ..--.---P--�•- I I i Ix 1- �/t/SU�- 1770i✓ N 1 � � ! ( i� i i i I � P ;. , I ; I �: � i � I � I I ` O�•"� 0� ���G tl_ .. aQ -- j I - I T k � I I I I �—t j I i - + -� —i-- ` *� -T.. -�--I ----- - -- — — —-----r �/— - — --- ---`j---------�- -- —r- ----- --- —t—�— -----�- p 4 I : Ld r ; , 11 Z - ,-� _— J �_ 3p Z x /O i I ' # I i , i I' i , f , I Y 3 rLF-- - - - �.-L. I I I I I� I I i � � �---� i-----�---- i zo Al I 1 _ I , i i I i I ( i j , 1 I { ___ ! / /✓ cJ< Ti Div / i —;_ i - I r ► I I i i -- Y- 17 , Project / Acct.No. Page of % Sr Subject Com oy.a� ,J ma Ptd. B Y Date /6 _ Detail SG/�t Ck'd. BY Date 2$d of L IC5Z, — — — — — — 0r . IL° 4 P ' off✓ / a . w ■ r cIL f _...��3-2-c—s r�o✓ Q 4C:> -,"7Q�/ fYJap/l�iG/� Tld�/S _ \14 Y 1 ' Project 3's� W'�/TZ� G�fi T �fL Acct.No. Page of sT _ Subject .•GU.i7 " ' "J Comptd- R; � _ Date /6— Detail �L "' — Ck•d. BY Date �3., Ell ' _ Ale- t5r77. CO.vG, w.gc I t r I \ 2 x y war GG i9c90 vE !, 0) Awl • I i _ 1 - k � Co�sT 0 Z ' Z 7-2 V C . 00, k i �— t70 wN Tt� I z Project 3�S/ L✓/fiT� 0�� > 9�L Acct.No. Page of Subject Z Y Comptd. By /�� Date Detail 6'c�gZ- �`� - 0 Ck'd.•By Date 260 f 2.+� y w�..a Rla)j I 3 3 u { ! i N N : v v rn 4�4 1 nr� A"Ccir7+K/t�S c x ii 7 2.3. • ,�jo uvN E.�,snti� ,�.a.,. ` /��D✓00 SL�� �.�.o Rio c�.P ������- p�.9-„� S-3 Project Acct.No. Page of Subject �POO� f��mii✓� �«,.i Comptd. By Date Detail Sc�9�E �'/ i� Ck'd. By Date ..IL Id t i o , u � n 3 o � - o c Y r Z ° N o � � Z20 WN . CJ -------------- v r I s-4 Page of Computation Sheet Made by �B Date ♦ � . . ., Subject Checked by ' /QOOIc �a�9'r�iyc�r ���,✓ Date - ti o 2 Y /p 2"'� ,4.p Cc6. ✓oisrs lJ /� oc 2 r. _ e N �., �� v ` i � � � � ,. .� g �.� �� � 9 . xfw'eitpa3�.h�' �zt�&bV •• '• • .• •• _ • � , �,.�r � �, atf„ •• '• k �t':Fch `�� C:-t r �'f'�r'`3x t �. w r 1 � 4 .y k I I II I 's y :rc1:2a , :-0 a ..... ::.•,.. ._._, _. .. _ �.: .._- ., { Y E.. \ ....: ,1„_. .. ... �- t 5t. � '.k , .. ::..... , 1.. -.. ... .. by ,. .w a.� x.. .. •. , :�... t ., , " 7 l 4 7 - >t � `X a f u •a r t ,i .1 , 1-' u , s� n d ............_....._, -.•.r--vim.�. .. .. -:-a:. ;p'... _.:.-' - a .; - ;� -._ �- ..:........:.:.-^fir., _._. „_ , w. r,, ,. Pt - r t ... ... -. yys...x�._ - ..-1I -,...�'_.r.Y,.� .. .. ..... --. .� mrw, t.sjf.::3;. u.: -� .R'=•� ,:a $ •- e` u. 3* > �.. ,. �.. .., dtr':,,.+,r,3' ,.♦-., �. �._ '., , _..,,as*: s" .. a �^N.a. .,,•. _ , __«.r .. r� �,•,.`:, <, a ,--� my a .. h a- 'Gr ,. Y f:. ,. _. .. .h,.. -ry i � yy v 'snr^,T,N•'w'.�-b�.a.. 1 c .,. J>• r,t^F,,1 :s ., _n -- �: ;sF. _ ...::< 'K:, -u-..t „E�. `i S� •sv. . .r•.. ,.,_ _ _ _ _,re. ,.e'� ,.. xo,•,.r-sx.. .w`, +n. < _F.v` .>s•. Y". L.p:.L.:s^ -.-:as,<; <.,:-.r':-Jr. ,Y vA �• r.�,S"'�.�.•��..5��"fs , ._ _.. _..,.� r:.. ,,,. �-,_.,. ,,. �. _:. ,.N�rt'soma• .,. - -,- � -,... - _,a _�_ ,. .. <,.. ,;� ;� � " • � .- .1. ,�. ` .� ., ... zrx. :aft .... :. ,: ,. . .-,r :� 'i i �7 {r. :.*.e r✓,r -,e: �R' '� ._ ,y»y:,k.,�" :,.. „�, _ 3. •� .. ;cq:t, r„� .. :. S•. nv„- .,.-,. _,fiF- s+-.a„•.. .--ia. N -, h'... ._. Y _.:,.: '�.--..�_. v6" ., .:, .:..,.1.R'9 ,,._.".."5::� .s �,3 <, xb. ..,e' ...r. ..- 8. . I✓'-.:Vim- � 4.. x, -x -s -t, - - ::: .. .�•% _ .,_.: � h.t`_ _ ��t�tA<s Y„, r-. a ... .,,'�, -_, .- : y� �� ,Y n -„':. A .,,c, .. 1. '3 _ - 1• .-- v.•,-, -,.,u+4. r - 4 t.-,�' ...ra r' .. -: ..-._. _.. ,. _ -„ .,.. s~< , ,«S. _"7•<sTS.=,.la ..a ._. ...- * -.*-. -.<. {w.t""'4a.-_ s•'e, -. _ .: :'?d^ ,-+• \ <. , .,. _. : _ -4 ., _.. •,: ., ., .... ,.ems_..., s. .: , . _.,... �.. ., -w._ <� .,Cr: -.,._� �w •.'.$ �+ . . - '4:. ,.?•o-. :-«. _ _ ..__. �1.. ,��` �r ,R. -,<,.:. ew':,,tea'. ,.. -__ �, .. ..._:_.x .�".r :-. r .:.-;.- �+,"' s. S y uY.nx J._ .a -�° .. t, ,.,•' 4v � :d�"• C. :""k:: k.: _k s..�. � ,« � ,_�> ,h.a>.� � :•.�_ �; �, Lif .. _.. ... .,..-.,_ :..nv. •.^ w: ,-s+_t- ��5 v: _ s y 1 ,... e. -s'.. ,,-...... - ,.a. ?:3, 33�� .,- ... ,< �t{�`�•-, -> y . ... •.-. -. .. --. -.-:.s. :>: v. .v,.,s- a- ',:..G� .�., ,:c,t• .,..� �,. ,. .- _ IA ,•:f` ,:ti�u: m. .,,�r; ...._. :kz ..H �.;'4TtaT._..�. $: _£...:. E�:'a: __ �f._�-Y.F:,-s-?.lj' _. _.. - _. .g ,...., c"'tr. � ......-. z, _,'Y <•e_5 � ,«,c t�,:.. !,•Y"P.. .-r-,,..1� ,.,.$� L'�::F a Z"'s♦.,4 .. a -._ z -. � ,,.. .. :..- ,-<:-.., _, .ems �. .. ,Px ..,, ... .. .,. .,•�.. _<.. ....-,.,:.,- -... .. :.. =�i du' . <- ,x e,.. -., -„ - .:. , _.:,L. -.. .r••. ..ii... it ,.. a. s... - b MrC�MF'zy� .. ..T. ... �_., r-S.,+.. .,. , •�^... •w ..ate.. r - -� " ;- .:-:'. 451 .a , f - 4:- k�,, �t �. .:� a ,� rd •pdr 3,k.rxsr, '�j x„„y.t - sl p'„ §�»� Ord .� %F �s:t �����*5_• re,"aw �:: P.' ��t , .. t ', :� `: � % `r¢', '(1 ' ��S?f #-� Rj+•�"h v: r ° -� r x,a , - :F�r•� .:2,r , Ft� fl+ i 1 t F� rtr Ya t 41 i�o P , Subject Comptd. By ��$ Dete /O -28 - 99 Detail Ck'd. By Date (\Q Es-idT�ivd � �✓!r fir 4F2 T/�.S ry SuBSv�P�s-9ctc SrucnpEs- I , —74 1 I J sc5dr�c 7>t~. - <2F vZAP .8 23, I 28,8 39, 8' ' Tiers ��9ytr nNf. LLB-i� �6� /v07Z a< i O� i��►'"yST7NQ' �G✓GS�CS' •g C'ON6TJPLJE c S f .ov 7 � E�P r z