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0045 COLLIE LANE
rviF r- 1 a k a, a a 4 Y", r n Town of Barnstable *Permit# —/-7— 7 V---- Regulatory Services fee * snnxsresLe, • mass. Richard V.Scali,Director 16,19. Building Division Paul Roma,Building Commissioner MAY 2 4 2017 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us TOWN OF 8A H IV S I ND i F Office: 508-862-4038 Fax: 508-790-6 0 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Map/parcel Number Not Valid without Red X-Press Imprint _ �,�"1,lj f� �"�'),J Property Address �S Co-u.G LAO& RMOSRA 1l& $Residential Value of Work$ 4( 0 0U e 011 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address VC/Implipti Contractor's Name i )WJ TVVj P . jpa r_ar Telephone Number T7% 13L Oq 9 1 Home Improvement Contractor License#(if applicable) i .Lj Lj ( I Email: N�a1 Construction Supervisor's License#(if applicable) .K r s 010369 ❑Workman's.Compensation Insurance Check one: I am a sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows/doors/sliders.U-Value '5 1 (maximum.32)#of windows= #of doors:_jD *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A c oFjhj ome Improvement Contractors License&Construction Supervisors License is SIGNATURE: Q:\WHILESTORMS\building permit forms\EXPRESS.doc 01/25/17 i �"E Town of Barnstable Regulatory Services Richard V.Scali,Director 3 Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4039 Fax: 50&790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I RI C(169 0 � V 1 as Owner of the subject property hereby authorize WAI 9J , 1)MAIr to act on ray behalf in all matters relative to work authorized by this building permit application for. Lf r COLLIE Lk COML60U5 9 T1h (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is inst.,eed an final inspections are performed and accepted. Pignatme-of Owner Signatare of Applicant LILhAA Print Name Print Name 14 /Ll Date Q:F0RMS:0WNERPERMISSI0NIP00LS Town of Barnstable Regulatory Services o� Richard V.Scab,Director 4. Building Division • Paul Roma,Building Commissioner MAM i639• ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstabl ma: s Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXE70N Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners".was xtended to include owner- cu ied dwellings of six units or less and to allow homeowners to engage an individual for hire wh does not possess a lice e,provided that the owner acts as supervisor. DEFINTI ION OF HO ' WNER Person(s)who owns a parcel of land on which he/sh sides or intends reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures acces ry to such use d/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a hom wner. Such omeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be re onsible for such work performed under the boil ' ermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for comp ' with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understan a wn of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with aid pro ores and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,0 0 cubic feet or larger will b required to comply with the State Building Code Section 127.0 Construction Control. ' OMEOWNER'S EXEMPTION The Code states that: "Any homeowner erforming work for which a buil 'ng permit is required shall be exempt from the provisions of this section(Section 109. .1-Licensing of construction Supery ors);provided that if the homeowner engages a person(g)for hire to do such work,t at such Homeowner shall-act as supervi r." Many homeowners who use this exe ption are unaware that they are assuming th responsibilities of a supervisor (see Appendix Q,Rules&Regulations for icensing Construction Supervisors,Section 2.15) his lack of awareness often results in serious problems,particularly en the homeowner hires unlicensed persons. In th' case,our Board cannot proceed against the unlicensed person a i would with a licensed Supervisor. The homeowner a ling as Supervisor is ultimately responsible. To ensure that the homeown is fully aware of his/her responsibilities,many communities equire,as part of the permit application,that the homeo -er certify that he/she understands the responsibilities of a Sup or. On,the last page this issue is a form currently used y several towns. You may care to amend and adopt suet a form/c rti£ication for use in your community. Q:\WPFILES\FORMS\building permit'fomislEXPRESS.doc 06/20/16 l_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 3 S Parcel $ � Application# Health Division Conservation Division Permit# Tax Collector Date Issued N Treasurer Application Fee e� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address y S Ggo A t; � L Village Owner }�►c�1r�M �- NAM, ?6Ti- Address +S �O LU,i;_E Lrlta Ct1MI A GkN, HA Telephone SOa • 3 1 'o 0 35 o a(V37 Permit Request Goiy sT 2,,ram N cwZ R� r�.DD��o� awl ►�o D F'� t:Xis�►.�y rr-�-ti��.rs ►a�.�D i�a-�4 )Q[ FP Square feet: 1st floor:existing proposed 4°° 2nd floor:existing 9 3 o proposed 340 Total new 14'0 Zoning District Flood Plain Groundwater Overlay Project Valuation 1crQ, 1n" . Construction Type Li6okr-WooD Lot Size 43 Scou F Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family U( Two Family ❑ Multi-Family(#units) Age of Existing Structure 5 1- Historic House: ❑Yes U/No On Old King's Highway: dYes ❑No Basement Type: IE(Full ❑Crawl ❑Walkout Other s�d�o Falt_Psas T; scf/o S .Laa; Lbt:%%cxo4 ro The CR&V4L Basement Finished Area(sq.ft.) o Basement Unfinished Area(sq.ft) gsd Number of Baths: Full:existing new f Half:existing O new t Number of Bedrooms: existing 4 new 4 Total Room Count(not including baths):existing g new t 0 First Floor Room Count (41 Feat Type and Fuel: ❑Gas dOil ❑Electric ❑Other Central Air: ❑Yes &No Fireplaces: Existing f New O Existing wood/coal stove: M'Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: • Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ M Commercial ❑Yes ❑No If yes, site plan review# N) Current Use Proposed Use BUILDER INFORMATION b�.. II N Name �t� ailsE Telephone Number 50g • �IIt O Address V*C) l l b License# o Ito 3 c) Home Improvement Contractor# DO I 3 Worker's Compensation# ALL CONSTRUCTION DEBRIS R SULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE y FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ; + OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 0 OZ7 J DATE CLOSED OUT i` ASSOCIATION PLAN NO. - r t Uniformly Loaded Floor Beamf AISC 9th Ed ASD Ver: 7.01.14 Bv:Joe Madera , Shepley Wood Products on:05-27-2008 : 3:11:40 PM Protect: House Company-Location: Peterson Summary: A992-50 W12x26 x 20.0 FT Section Adequate By: 173.9% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.24 IN= U986 Total Load: TLD= 0.32 IN = U750 Reactions(Each End): Live Load: LL-Rxn= 4000 LB Dead Load: DL-Rxn= 1260 LB Total Load: TL-Rxn= 5260 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.68 IN Beam Data: Span: L= 20.0 FT Unbraced Lenqth-Top of Beam: Lu 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= '° 5.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 5.0 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 400 PLF Beam Self Weight: BSW= 26 PLF Beam Total Dead Load: wD= 126 PLF Total Maximum Load: wT= 526 PLF Properties for:W12x26/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.20 IN Web Thickness: tw= 0.23 IN Flanqe Width: bf= - 6.49 IN Flanqe Thickness: tf= 0.38 IN Distance to Web Toe of Fillet: k= 0.68 IN Moment of Inertia About X-X Axis: Ix= 204.00 IN4 Section Modulus About X-X Axis: Sx= 33.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.73 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 8.54 Allowable Flanqe Buckling Ratio: AFBR= 9.19 Web Bucklinq Ratio: WBR= 53.04 Allowable Web Bucklinq Ratio: AWBR= 90.51 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 5.81 FT Allowable Bendinq Stress: Fb= 33:0 KSI Web Heiqht to Thickness Ratio: h/tw= 49.74 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controllinq Moment: M= 26300 FT-LB Nominal Moment Strength` Mr= 91850 FT-LB Controllinq Shear: V= 5260 LB Nominal Shear Strength: Vr= 56120 LB Moment of Inertia(Deflection): Ireq= 74.47 IN4 1= 204.00 IN4 Uplift @ Porch Roof framing span 12' Rafter Spacing 16" o.c. Uplift (lb.) 170 plf Lateral (lb.) 176 plf Shear (lb.) 77 plf 16 In.ft. X 170 plf= 2,720 lbs. uplift Post Base, PB44 4 @ 1365 = 5,460 lbs. Post Caps, PC44-16 4 @ 1000 = 4,000 lbs. Twist Straps, TS18 12 @ 930 = 11,160 lbs. Hurricane Ties H2.5A 14 @ 365 = 5,110 lbs. Daniel E Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-0016 September 26, 2008 Mike Rockwell The House Company P.O. Box 1166 Hyannis, MA 02601 Project: 15508 45 Collie Lane , Cummaquid, MA On this date, at your request from the Building Inspector, and in your presence, I made a site visit to the above Project residence. . The reason for the visit was to evaluate the steel beam in the Master Bedroom which appears to be slightly leaning. In*my opinion this beam is structurally sound and will remain so under load. Daniel E. Brama DANIEL B Cz c- r is f" /DIAL E I REScheck Software Version 4.1.4 Compliance Certificate Report Date:05/30/08 Data filename:C:\Program Files\Check\REScheck\Peterson 4.14.rck Energy Code: 2003 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 45 Collie Lane Ann&Richard Peterson The House Company Cummaquid,MA 02637 P.O.Box 1166 Barnstable,MA 02630 508-771-0303 Compliance:6.3%Better Than Code Maximum UA:159 Your UA:149 Ceiling 1:Flat Ceiling or Scissor Truss 400 30.0 0.0 14 Wall 1:Wood Frame,16"o.c. 1050 13.0 0.0 76 Window 1:Vinyl Frame:Double Pane with Low-E 79 0.330 26 Door 1:Glass 42 0.330 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 400 19.0 0.0 19 Compliance Statement: The proposed building design described here is consistent with the building plans,s ecifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 3 CC requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed' the R h 1 c' ecklist. 6--so -08 Name-Title Signature Date a Project Title: Report date: 05/30/08 Data filename:C:\Proaram Files\Check\REScheck\Peterson 4.14.rck Paae 1 of 4 3 RE check Software Version 4.1.4 Inspection Checklist Date:05/30/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clear) marked on the building plans or specifications. ❑ 9 9 Y 9P P ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. ❑ Where exterior walls are used as plenums,the wall is insulated to at least R-8. Duct Construction: Project Title: Report date: 05/30/08 Data filename:C:\Program Files\Check\REScheck\Peterson 4.14.rck Paqe 2 of 4 l Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 11 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. •Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) li 05/28/2008 15:03 15087710384 THE HOUSE COMPANY PAGE 01 0512s/2008 12:41 150277141184 rHE HOLS� COMPANV +'^"�G Town of Barnstable ; Regl4atory Services I � � � `,t"b®tarsi 1►.Gc�tr,Dl�sacor - �* Buildiag Diviliod Tom PEIVy, DtAdlalt C6ugA ei9»cr 200 Main strut Hyaara,MA 02601 rrw9r.tawu.b c teat cb1c.ms,oc Fax: 503•790.6230 Office: S4g•862.aQ36 '', Property Owner Must. Conngletc and Sign This ScOioll. of Using A Builder re owner of z i; a su*cc prbpem �.•�r+w�+ to act tea rrry bmbal�, lye by aulome "C ti! _"• ua all r.�at�e;s relative to wnxk 1%4hoAod by this buil�iir�g tYu pert �� atidrs for. Q[C+J$ d�jCob e r E r Yam ?rot • p•xOpylS G°HKER''�T+�,A'£61r1� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 33� Parcel O�3 Application (3c) Health Division L/ �08 -2 Zvi Date Issued v _ Conservation Division Application Fee Planning Dept. Permit Feb Date Definitive Plan Approved by Planning Board - IY Historic - OKH _Preservation/Hyannis Project Street Address 4-S LvAv--- Village gfat���iaPol� �' �►.�► Owner��c.� Address L- C CoW e L,�- A Telephone SO$ • 310). • b0 0.A��� Permit Request Square feet: 1 st floor: existing-2 i4o proposed A l l0 2nd floor: existingQ 4-o proposed 0 Total new ?I b Zoning District Flood Plain Groundwater Overlay Project Valuation *60,c 00- Construction Type LCA%4-T\)o0b Lot Size ` b, Zcoo Grandfathered: ❑Yes ❑ No If yes, attach supp rting di�=- mecgtation. Dwelling Type: Single Family .E` Two Family ❑ Multi-Family(# units) } Id .2 --` Age of Existing Structure y Historic House: ❑Yes I No On Old King's Hi ay: U-6es No Full ❑ Crawl ❑Walkout EfOther s°lo c wk- Kah Mori 't-o �` F�L� Basement Type: d N rn Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) 2 Number of Baths: Full: existing 3 new O Half: existing I ew 0 Number of Bedrooms: b' existing 0 new Total Room Count (not including baths): existing L 0 new 0 First Floor Room Count Heat Type and Fuel: ❑ Gas N Oil ❑ Electric ❑ Other Central Air: ❑Yes dNo Fireplaces: Existing t New 0 Existing wood/coal stove: ❑Yes ❑ No Detached garage: 2(existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4dSk:�: coM.PW.)Y Telephone Number Sod o,So'b Address �� °X l l b License # 0 4 a 4 o b Home Improvement Contractor# 0 0 `j 3 Z Worker's Compensation # Wo -7 9 `699 1--to ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO PJolwwt= LAskNFtLA, SIGNATURE DATE �Pf ti FOR OFFICIAL USE ONLY `Y APPLICATION# , D`ATE ISSUED c HAP/PARCEL NO. F ADDRESS VILLAGE OWNER Y s DATE OF INSPECTION: } FOUNDATION FRAME i INSULATION { FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r - , GAS: ROUGH FINAL FINAL BUILDING �L— k DATE CLOSED.OUT i . ASSOCIATION PLAN NO. REScheck Software Version 4.1.4 Compliance Certificate Report Date:06/25/08 Data filename:C:\Prog ram Files\Check\REScheck\Peterson MBR.rck Energy Code: 2003 IECC Location: Barnstable, Massachusetts , Construction Type: Single Family Glazing Area Percentage: 21% Heating Degree Days: 6137 Construction Site: Owner/Agent:z Designer/Contractor: 45 Collie Lane Ann&Richard Peterson The House Company Cummaquid,MA 02637 P.O.1166 Barnstable,MA 02630 508-771-0303 MEM. . Compliance:1.7%Better Than Code Maximum UA:58 Your UA:57 Ceiling 1:Flat Ceiling or Scissor Truss 216 38.0 0.0 6 Wall 1:Wood Frame,16"o.c. 336 13.0 0.0 22 Window 1:Vinyl Frame:Double Pane with Low-E 72 0.310 22 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 216 30.0 0.0 7 Boiler 1:Other(Except Gas-Fired Steam)80 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been design et thO 2003 IECC requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the RE k In p ction ecklist. 1W14AAP� 2c�kw�� ?�to�ct✓no� h,�,✓ - Z Y-� Name-Title Signature Date Project Title: Report date: 06/25/08 Data filename:C:\Program Files\Check\REScheck\Peterson MBR.rck Page 1 of 4 it t REScheck Software Version 4.1.4 Inspection Checklist Date:06/25/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Tniss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):80 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. ❑ Where exterior walls are used as plenums,the wall is insulated to at least R-8. Duct Construction: Project Title: Report date: Data filename: Page 1 of 3 Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1., Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Report date: Data filename: Page 2 of 3 = a � Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to V Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5. 1.0 - 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1' and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1,5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: Data filename: Page 3 of 3 '(H 1 Town . P 1 •, o � of Barnstable. Regulatory Services Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstablepa,us Office: 508-862-403 8 Fax: 50 8-790-6230 Property Owner Must Complete and Sign. This Section If Using ABuilder as Owner of the subject property hereby authorize g s �� to act on my behalf, in all matters relative to work authorized by this building permit application for; , (Address of Job) ' Signature of Owner-" Date riled /�It� - Nnt Name QFORMS:OVnRPERMIS SION TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Zvi Map Parcel Q �� 003 Permit# 7 7 D Health Division 9 cii> hv-k cf Date Issued Conservation Division OW 0101 r% Application Fee Tax Collector W Permit Fee Treasurer SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address '51' C-41 i L a-n C_ Village 04=4 Owner PO4- scn Address 6o &, 11 St, . Alailk Haven C7-Paz3 Telephone aa3 47#_tf Jb3 (W) �03 �2M a93a ('N) �a8 36�- 3®3s' ��Pa) Permit Request CP A s+r L4,t,+e n o a ka A. 4-2 Square feet: 1st floor: existing 1.80 proposed 2nd floor: existing lovo proposed Total new Zoning District Flood Plain Groundwater Overlay er> Project Valuation Construction Type Lot Size a.c.r&s Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 2 6 v ea,rs Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: A Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) `bU 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 j No Fireplaces: Existing New Existing wood/coal stove: A Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:)Q existing ❑new size o2 'x3®' Attached garage:❑existing ❑new size Shed: existing ❑new size 12 x41V Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use Proposed Use S$®fra--9-9— BUILDER INFORMATION h Name Telephone Number � _L00 Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE —� `I r--O i FOR OFFICIAL USE ONLY t ' Y PERMITNO. t DATE ISSUED i MAP/PARCEL NO. S a _ 10 ADDRESS VILLAGE " OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION ' FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH-- m FINAL ro s m. al > ¢ . GAS: ROUGH_: 0 FINAL- FINAL BUILDING y 0 1 , m t7C DATE CLOSED OUT ° `' Cs % t= rq i ASSOCIATION PLAN Nam,, Q FA i ' Town of Barnstable Regulatory Services snitxsrna , ; Thomas F.Geiler,Director 9 MASS, .�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: ' JOB LOCATION: 7 ©��i Pi �0.h P/ C tt tsf Yn A, u number n L street village "HOMEOWNER': LFL�� ; Y P�1 Zrsovi 2,03 aYy-�R32 2 03 qZY-9q0 name home phone# work phone# CURRENT MAILING ADDRESS: b o w P—}' St T Al a ckh-h� y� o nr_C,,]� (7 6l•7 city/town state zip code The current exemption for"homeowners"was extended to include owner-occRied 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 permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. g jP&�� 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 person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt S17z= PZ LOCATION �ca/`frls��LiD� SCALE . /:=�o. . . DATE PLAN. REFERENCE s�6w,u ON a.8e. 447 . . . , . . . . . . .gyp. . . . . . . . . . . �i Vlt, ® r/ ,ol / L 00, i nab s►��° ��' ooe of qq i� oli' P`t of G o� E WARD E. KELLEY No. 26100 'off 1C9AlZ-0 FJ�OAl — PFT• z XL RIDGE.. BEA i \ IVl" PLySCiJItE ROOF ,SNt=ATMINCn r B BLOCKING FOR RAKE �400p f ASPHALlr nl141 N ClL_ES " I x Loy ��// 2�/2 x $LOCKING x (o RAKE. BOARD r a' �'�� O ,� I III ;•I - ti 12 tiL C !L 1 lam`! a lu _ V) N I I" pEPTFI OF Blt--4tbmoori$l -1 -_ _ (Z� 2ux 1-4E.ADE2 I X(c FACIA �� i --r j z x 8 JOIST A � II x 10" SOFFIT EO FIXED SASH "J/32 LITES SAS N RGN. OPG•-5 '- �O %'r" >< 4'-9 H� � I a OI 1 I I �T,Gi�L �: I �SHIF' /iI1�PFD LO/'TzP$ + UI ' Tl"F a [_'.oAKPS 1 N - i 1. _. i IL ..� ....._.._.._. . _ I E3. I - I i � 3 �Ij i ,I I 4 F'OVRI=P CONC.2ETE L j O I kn !6 w I I ' I II J ► o w _ Z _ LEI•jCH I ! I I FIN. _Orr— 5'-O x 7 ,-I - 2 x 4 N FLAT I I ~ C. r ---- -- - 2 D.H. SAS -'• 10.". � G. 5' I ;/y x 7' 3% N A I LF' T-O R I I - I r I I �. ( F.GH. OPG 2- /4 x; 1 '/4 I I I I t rAC.lNG1 !O ------ - -- _ram'\ L'002 _ SEE PF_TAI - ' 1 f � '4„ SH11h .r3OAND GABLE ` J �— 0X 1. 8 SHIP-LAP i J ;� -x 10 3 i "4RpS. 0 h x i N � a • T. OF PLATE � ' i Q ti x N A JA SCAL '- _ o' 1<H4<t :D WOOD LOUVER 95.f'ri6 _�-r ors 1 2X4 ROOF RAFTEM'S ATPLY 3/4"X 4 SHIM BOARD5 IL Il- 1/2u PLYSGORE TO GABLE SO GA15LF- SHEATN N I�� LOFT FLOOR GAN OVer-SAP �Owf=� tiVA�L -- _ S►►ePTHING• 1 j o- OF PLATE TL I - - — 2,cg ! ! o 2-)2 A o 1 VOOfL, 11� i I p f-IN. OPG.- 5'-O X 7'-I �/2� RGI+. Oi'G. S/4�x �•-3/Z LLI I lr f.R1H I I P,H• SAbH p �9 2'-4"x3'-10" ,2 x4 2 RG H. OPO. 2�V�4•x4.-11/4 STUDS o O i B„ vE' T1J� L- T. I ! 1 ifIT' t�jk e!o RD$ IL '$O QD N �� -- --- -- - lu LL R 0r-V r-r L L E VI 1L T G 0 N E,I l-1 0 N y 0 va� oo r =71 � I The Town of Barnstable Department of Health, Safety and Environmental Services A IBM _ Building Division KMM S619.��� 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Cros: Fax: 508-790-6230 Building Commissic Home Occupation Registration Date: 5— -g " 9 to Name: Address: GF �° i,� _ .�ldroa village: a Type of Business: Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance, provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor, no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no cdernal alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat:glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in cccess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the regWred front yard. • There is no exterior storage or display of materials or e#pmeat. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: Date: �J 1 - o _ y Za o a$ - oZSSZ DN O v o 6 O I r5v ti i O F� O N p � CD � w EXISTING SECOND FLOOR V x 0 ti �pI � � p O 4 m r T, r r 6b, DN o 0 E� w � O 13'-8 3/4" ` 13'-4" - - - - cu V A N cu LC I ov } L U UP o � � REVISIONS \ =a/7/oa � EXISTING FLOOR PLAN A 1 i 50ALE:1/4'=P-0" 0 1 2 4 8 UNLE55 OMERW15E NOTED CD O \ N N \II y BEDROOM BEDROOM DNt; w'k � C ST. EO O o B4,m BEDROOM r_• L N OaiMrar N 'c� o GD BEDROOM ® w?) BAI,COn•V O C CDM 91 x �•G� OPEN i00ElOw x p O MFRi NEw s1— v u uvLncPooh EMaEExsr. uauExsT.woa � I ® ® F W Bnr ww DEN UP � raw sLmEa J S o o S ® U 0 a� raw GnS FP. 2 tra" � a v DTEL�e � y zEss 11`91 •, EgsiND w'1L 3'£" L NEK31r siUDO —'Room —ALL 666 tr-si" — — — — — — — — — — — 1 zWs Y °ROOM" 0� REVISIONS p 3'-4" s 7 zasw wnvn PROPOSED FLOOR PLAN �ssH,LiL„ § o II § errmv ©Ponca LL� na MNIW. �BECKu+a A2 SCALE V4bl'-0' 0 1 2 4 e UNLESS OTHERWISE NOTED oo 0 • N 4 \_ MMF + ti Q 1 _ EXISTING ELEVATIONS EXISTING ELEVATIONS rb, ` ° a v � y u O ° 7 0 5 s EAST ELEVATION O o E W U o � � p p c00 W r r by w F4 0 0 M. ❑11 ❑Q QD' �00a 0u �4 SOS UTH ELEVATION �NORTH ELEVATION ILI � U � — (4 REVISIONS _4/7/08_ CAL SE I/4bl'-0' A3 WEST ELEVATION o 1 a 4 e UNLESS OTHERWISE NOTED O N \_ 2D-6'Y.Npe wgraEc y Q 2 v �� rl 2 � ® Iz ® ® B I o � � @) � U y 7 EAST ELEVATION I u - - — — — — — - - — — — - w0 �D o o � PFH W � r 0 0 H w u e U S.' N c N cd EFUTURE ADDITION N (� ® ® ® A ® ® ® ro for o� x o a hls , cu cu cu m REVISIONS � WEST ELEVATION 4/7/08 SCALE 114'=I'-O' A4 0 1 3 a a UNLE55 MEKWI5E WTED . 20.6'GaIX wMgc� .. Q I ' yy � H+ V, H-HIEffil III/ B FUTURE ADDITION— (rotforconstnetionatthistime) O O O v v �\ R ® FTTT Fff O V v y 14— � a LR S � O ,a 0 O _ �T— cn a O O O 1. .. L NORTH ELEVATIONELEVATION _ I�-1 o^o � � w ci �20-6'GradcwrWgc - - - _ - - - _ - -- 4. U H A - ® - - - a �HIE FUTURE ADDITION U - (rot for co ion at this same) y � U e-o REVISIONS I n•-o• -�� SOUTH ELEVATION I — — / - -4/7/08 A 5 0 1 2 4 8 UNLESS OTHERWISE NOTED 0 N u Q 1 HAILwAY NFi45HFD •'�n � � • Sidf.AGE _ y . RIDGE VENT M 2.12 RIDGE 5/8"EXTERIOR SHEATHING 2"X 8"RAFTERS 16"O.C. 1"CONT.AIR SPACE ❑� WAY 1x6 COLLLAR TIES ARC ASPHALT SHINGLES 16"O.C. 15#FELT PAPER O O 2"X 8"CEILING J015T516"O.C. ICE d WATER SHIELD AT 61 R-30 CEILING INSULATION VALLEYS&DORMERS u O 1x3 STRAP 76"O.C. p 1/2"DRYWALL CEILING y Z-1 ." 5/8"EXTERIOR SHEATHING � N .a E �91 SECTION - VENTED SOFFIT 2"X10"RAFTER516"OG. 1"CONr.AIR SPACE O Y O p W OFFICE a W 4 SE W O O v 1/2"SHRINKAGE SPACE ABOVE 3/4"T d G 15TS.6, SUBFLOOR STL.BEAM 2x1O JSTS.6"O.C. SIMPSON H2.5 HURRICANE TIE VENTED SOFFIT 2-2x10 BEAM W/ 1/2"SPACER W.C.swNGLEs W12x26 STL.BEAM SIMPSON TS-18 TWIST STRAPS TYVEK HOUSEWRAP SOLID BLOCKING 1/2`WINDSTORM SHEATHING SIMP50N PG44-16 POST CAP �Iqy�, 2"x4"5TUDS 16"O.C. fk(� PG44-'16 thyfa P644 R-13 FBRGLS.INSUL. - y LLUU Y�'a}g. 1/2"SHEETROCK �, U POST CAP CO POST BASE 90 ��� III III ao PORCH 4x4 POST w/1X WRAP a PORCH TY12. PORCH TYP. ENTRY I� 2x8 TREATED J5T5.16"O.C. O 3/4'T d G AOVANTECH SUbFI OOR lx4 MAHOG.DECKING 2xIO J5TS.16"O.C. N - 5/81'ANCHOR BOLTS 5'O.C. - (� w/3x3 WASHERS -_ 2x6 TREATED SILL — — — — — 51MPSON PG44 P05T BASE H2.5 TS18 all CONCRETE WALL —III—III DAMP PROOFING(TO GRADE). — ITI= = 10"CONC.PIA.CONIC.TUBE w/ HURRICANE TIE TWIST STRAP 9 II I-III o 3-2x10 BEAMII=ITI 2"CONC. ' 24"PIA."BIG F007"FOOTING �— .DUST COVER l 9 ALL RAFTERS PORCH HPR./FLR. 48" illil 111II:11 -' VAPOR BARRIER MIN. �—III -II-L=i I I- , JST.TYP. III-III= - III III-ul REVISIONS III-1 - III-III: II III=11. o 11I 111- III III III >. o' --111 II1-IIf-1T. " II itI-I Tff-i T' — =I =T; ITI-T =�= 4/7/Os -I I-III III I I=1 I III' T=11I III=11I—III=11I — — 116 KEYED ItDDTI =11I III -1 I IJ =1 IJ 11-1 -1 (D- SECTION SCA LE:1/2"=1' SCALE 1/4'.1--0' A 6 0�� 0 1 3 4 8 UNLE55 OTNERWI5E NOTED 0 N ' EUSLING 2M FLOJR u Q IV-71 P EXISTINGSIAB — oPE"iorresT ELooR � I '. g• � • FLLL HEIGfIf sTws S rnls wuL — — 11'.7 1/B" — u+r.BEARING wnu BELow — �1 - _ U Ex'i.BE/.R4G WNL BELOW _. =O `) f 1st FRAMING PLANo cD — — n 2nd FRAMING PLAN — — — °4 N — — lcill c o W 0 z.a BLaxwGF�si W� r O z,lo Yr BLaRING P— ,L i rwo Bnrs rvv. 24'0" Eg5TINGP R5 P" R TIES 1 RAFTERS U 2.IDR R516'OC y.lI •_y 9 P05T BELdw ttP.—/ i-I O 11'-7 1/" EXISTING SLAB Ln tP R U U a� _ rsnL n cornvAa ro ROOF FRAMING � — — —' - I RETN"`pSrING z.z�lz 2,-0„ sLnB lE Reao Po MER RAFTER616'00 L FIA VENI w,nREA � ELL irP. q� `Y J 29'BIGFOOT W,Iz'cola.PIER 90' BELO/+GRAOE ttP. 4 NEXVCAWISPACE REVISIONS _ I zCOY`°'�T`a`R°"R �FOUNDATION PLAN MOR BNRIEA F21. r _4/7/08 1.6 faLLAR TIES I ^ TOP r1 F O OUNDATIO Y3-"5 N: NC.WALL z-z.lo I ` ON X10"KEYED FTNG. sz,w BEAM 5/8"GALV.ANCHOR 60LT5 5'O.C. PaREr rw. I 9"FROM END/JOIN 9 ,6 „ W/3"YM/4"PLATE WASHERS SILL SEAL.b6 p.t.I u H m \ 1 BITUMINOU5 DAMPPROOFIILN'G SE 20'-0" 9� • SGALE 1/4'd'-0' A7 0 1 2 4 8 UNLESS OTHERWISE NOTED LEGEND SYSTEM DESIGN: SYSTEM PROFILE '� D BEW„ � EL NOTES COMPARABLE MEANS FOR FUTURE LOCATION. (HOT TO SINE) I.DATUM IS APPROXIMATE NCVD L 99- EXISTING CONTDUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6"OF FIN.GRADE CONCRETE COVER TO WITHIN 3'GRADE .c� 2 PROP. 2'PFA9TONE OR CEOTIDCIILE 2,MUNICIPAL WATER IS EXISTING X 9Rl EXIST.SPOT ELEV. FFLOOR EL. SO.2' FILTER FABRIC OVER STONE -{$¢- PROPOSED CONTOUR DESIGN FLOW: 2 BEDROOMS®110 GPO 220 GPD a USE A 220 GOD DESIGN FLOW 49'0 MINIMUM.75'OF PR 2x SLOPE REQUIRED OVER SYSTEM 49.0 3.MINIMUM PIPE PITCH TO BE I/e'PER FOOT. RP`rB A �Loc, (88.4] PROPOSED SPOT EL. P1Fl.4r N-10 TO BE AASfO H-(1L - 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS w+e �° , t 45CH40 PVC )N N HRECASI RISERS a.PIPE JOINTS TO BE MADE WATERTIGHT. ; Hill HHHHHH-1,1111 TIHt SEPTIC TANK: 220 CPD(2) 440 " mPJ RPES IEVEI IST 2'L �IgR�/aR BLOCKS OR TEST HOLE USE A 1500 GAL. SEPTIC TANK .j- g.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WIN t ' 2� SLOPE OF GROUND -47.28 1°• 310 CMR 15.000(TITLE V.) LEACHING: 47.03 1EX 1°°°°"�"-10 TIE 46.78• UTILITY POLE SIDES: 2(16.5+ 12.83) 2 (.74) 86 GPO 14'uo.� yyE INVS EL.Io 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING M ANY OTHER 1Y FIRE HYDRANT BOTTOM 16.5 x 12.83(.74) = 156 GPO 46.71' •Nq loveoso PURPOSE. Mom N0f 1°A°18018 I40'"°PEV1'°R""A° TOTAL: 327 S.F. 242 GPD 'r vo8a aµ 8.PIPE FOR SEPTIC SYSTEM TO SON.40-4'PVC. DEPTH OFFLOW 4' ,.,." -• .....o..<_o a^e1. 3/4'-1-1/2'a A1'6 DOUBLE WASHED STONE .COMPONENTS NOT TO BE BACKFlU R CONCEALED EO O 9 USE(1) 500 GAL. LEACHING CHAMBER (ACME OR EQUAL) TEE SIZES: e"4n�"6'CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND WITH 4' STONE ALL AROUND INLET DEPTH- 10" COMPACTION.(15.221 [21) PERMISSION OBTAINED FROM BOARD OF HEALTH. -THE INSTALLER SHALL VERIFY THE 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL ounEr DEPTH- 14" ) BUILDING SEWER OUTLETS AND LOCATION (OF ALL UNDERGROUND AND VERIFYINGOVERHEAD THE LOCATION OF ALL UNDERGROUND @OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY 39.s'BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM (2.Sx SLOPE) (I x SLOPE) (�X SLOPE) NO GROUNDWATER FOUND 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS MAP MA LEACHING REMOVED 5'BENEATH AND AROUND THE PROPOSED SCALE 1"-2000'± APPROVED DATE BOARD OF HEALTH FOUNDATION- 10' SEPTIC TANK- 7' D' BOX 6' FACILITY LEACHING FACILITY. 12.ANY PROPOSED INTERIOR PLUMBING TO BE DIRECTED ASSESSORS MAP 335 PARCEL 78-3 TO PROPOSED NEW SEPTIC SYSTEM. 13.CONTRACTOR SHALL COORDINATE ANY RELOCATION, LOCUS IS WITHIN AP OVERLAY DISTRICT DISCONNECTION OR RECONNECTION OF EXISTING AND/OR PROPOSED UTIUTIES WIN APPROPRIATE VENDOR(S). 14.EXISTING 3 BEDROOM SYSTEM INSTALLED ON FEB.19, 1997 TO REMAIN. ELEC.HANDBOX TEL.CAW RISER TEST HOLE LOGS DR"fi-VS-_- ENGINEER: DAVID FLAHERTY, R.S., SE2755 _EDG[PnVE A9 WITNESS: DONNA MIORANDI, R.S. _ 51 DATE: APRIL 16, 2008 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 12167 JOIST ELF THIS AREA OR - COLLIE 2(8 AD R AGES bo /2 1 ELEV. 2 ELEV. s ELEV. 4 ELEV. LANE /2,\ 6 % 0._ 4 ass' 4 4 ass' Q Q a9s' 4 Q 4ss' w W w W E w 5o pn \ / / A A A A E-E w /�o- o f LS LS LS LS 11, \ \\\\ J� /. 10YR 3/2 10YR 3/2 [10YR 3/2 10YR 3/2 \\ \\ 99j' ~tO/ 0p % 5" 6" B. 8" \ N / TOP FNDN. r /. B B B B L=$2'92 \\ \\ S/ t 4• ELEV.-49.2' PROP: F2-52 SO \\\ O // (FULL FOUNDATION) TON / LS LS LS LS q o- /•/ 24" 1 OYR 4/6 47.5' 1 OYR 4/6 1 OYR 4/6 46.7' 1 OYR 4/6 \\ \ EL METER 23" 47.5' 34' 30' 47.0' EASTING % \\ \\\ s0 (%B)c it-5o.2'OOR oca 4?2. '99/), \\\ 4 \ 1H 4 rY`•'. H Ho- po C C C C `y O' I I'm PO N, TINCS/ MS MS MS MS DENS / / %• \\\ \ 49 FL / / \\\C�// AA EXISTING - / 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 ' \ \ SYSTEM TO REMAIN CL C.STEP LP} (PER AS BUILT)., i 120' 39.5' 120" 39.5' 120" 39.5' 120" 39.5' NO GROUNDWATER ENCOUNTERED SHED %• LOT 7 �. 7 Q 1.57 ACRES± ® - TITLE 5 SITE PLAN / L9.27' OF \\J GARAGE %: /: 0#303 45 COLLIE LANE ZONING SUMMARY 09 ;./:,29.24' (CUMMAQUID) BARNSTABLE, MA �D� / s 3 PREPARED FOR ZONING DISTRICT: RF-2 DISTRICT ° •.®0.27 RICHARD PETERSON ' MIN. LOT SIZE 43,560 S.F. j1�� T•O�%' 30.2T &#'254 MIN. LOT FRONTAGE 120'5 E0'b253 0.25' MIN. LOT WIDTH 150' �,j� MIN. FRONT SETBACK 30' ,�••'� 29.67' DATE: APRIL 24, 2008 MIN. SIDE SETBACK 15' /J.�258 MIN. REAR SETBACK 15' 29 48' MAX. BUILDING HEIGHT 30' % Scale:1 20' / ,')(300 _ -'� �6 29.9T r 0 10 20 30 40 50 FEET Y'299 FLAX _ 30 8-J82-9990 POND la,50 J Eowacope.tam m down cape engineering,Inc. civil engineers land surveyors 9J9 Maln St-.t (Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARM0UTHROR7 MA 02675 DCE #08-076 08-076 PETERSON.DwG(DDF) 0 N S.MO TECTORS REVIEWED Q ZJ -7 -ram O BARNSTABLE BUILDING DEPT. DATE 7 • � FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 7 '1 00 n I 6 0 . v u CARBON M MUSTBEIq�LEALARMS o s s D PER MASSACHUSETTS BUILDING CODE RI O � w EXISTING SECOND FLOOR V o � � P 0 O M ❑❑ O MQcl rL� F �Q r r W r r 0 I DN [= w OPENiOBELON 13'-8 3/4* 13'-4 al im N U L1 N � a Lc 1 c � o IMPORTANT- UPGRADE I✓3EC.NUI Er. Lncu c� STATE BUILDING CODE REQUIRES THE UPGRADING cu uP SMOKE DETECTORS FOR THE ENTIRE DWELLING WHL Z9 ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATE!: NOTE: A SEPARATE PERMIT IS REQUIRED FOR T'' INSTALLATION OF SMOKE DETECTORS-THE ELECTRIf.. PERMIT DOES NOT SATISFY THIS REQUIREMENT, n REVISIONS I�,JI N _4/7/08_ I r EXISTING FLOOR PLAN — Al SME.1/4'=I'-0 0 12 4 8 UJ55 OTHERWISE NOTED 0 Z 00 - - - - - - - - - - - - - - - - - - - - BEDROOM glcp BEDROOM DN :3'R I — _ — — — — — — — — — — — — — — — — — — a 7L u GLST. � o 0 o v ,. o o ® BA'lil BEDROOM r L y IG�'7y11 a'� 7 O OE 33 L REM Si. lo PROPOSED SECOND FLOOR PLAN e — — O w _ o z W BEDROOM 51�0 A M ® 7 BAICONY NEW G/5 ® OPEN TO BELOW Ill p O SERT NEw SLIDE U%ING Roots RE—EE%ST. O I ® ® w Imo, PEnL Exsi.FmR DN DEN I1 I— UP 4� zsse —SUPER C) O O N ® u .. NEW.." Y-I 1T 4" 11'-91 ' ' ornce �REMOVEE%51IA r->3mp4-f . — — 01Y4NEY65iWE O Q z666 —11'-9 1 " I..y E[5TYU WNL 3.-.. FAMILI'ROOM FIALES TSiUa 1IPs WNL � 2666 11'-5 •' - — — — — — — — — — — — 2' 2666 I q R=R o 4 REVISIONS P .... ,. p —4/7/08_ 3'-4" Y 50G6 zaa-o cxnwL \'1 PROPOSED FLOOR PLAN LE55H`° § o I Fr I II ENTRV ©PORCH Q I G�MNtlf OELKMKa © A2 I SCALE 1/4'=P-0' 0 1 3 4 B U.E55 OTNERWI5E NOTED =2 0 q EXISTING ELEVATIONS EXISTING ELEVATIONS o8 va � y � a s � 0 EAST ELEVATION_ N a O '3 W V cW as W r r x 00 0 0 cu fin. 1�41 ULI C) 00 � C 0 V SOUTH ELEVATION NORTH ELEVATION U C+ REVISIONS SCALE I/4'=1'-0' A3 r 1 WEST ELEVATION UME55 OTHERWISE NOTED o N 2D-6•R�fgc w OruY u Q 12 12 f ® ® EaOU O ud p L O v y CD EAST ELEVATION Q — — — — — — — — — - � o � O W r F 0 0 F w U >~ o E _ —FUTUREADDITION O U ® ® ® [REIN ® (rot for[oratructbn at[his ULn U ^^� I--1 m I REVISIONS WEST ELEVATION —4/7/08_ SCALE 11-1'-0- A4 o l z a e UNLESS OTHERWISE NOTED 0 N ti llA� 20b'Wadc aMpc F-I FF I FUTURE ADDITION (roc for—ZTtt at thin time) O O u Is u O I�II. ' a 2 O N � o � w U 20-0.. — W 0 ai � � p �—L — _ -- M a � O NORTH ELEVATION W � � � i r r ao H �v ' - - -Gadea Mgc - - - - - - - - - - -- I Q� •3 I Yn � ® h rl O FUTUREADDITION 4-4 Ln 0 U rot f---t-at thlB t.e) N � I ® ® I B B B i aoao °� REVISIONS 4/7/08_ - - — — — — — -- i I A5 SCALE 114•=1'{Y 0 1 2 l 8 UNLESS ORfERWISE NOTED 0 N N Q uti —Ay L 3'-0' RIDGE VENT 2xt2 RIDGE 5/8"EXTERIOR SHEATHING 2"X 8"RAFTER516"OC. I"CONT.AIR SPACE 0 I� ix6 GOLLLAR TIES ARCH ASPHALT SHINGLES O 0 —AY 5 FELT PAPER 16"O.C. 1 v ICE WATER SHIELD AT 2"X 8"CEILING J015T516"O.C. VALL LEYS&DORMERS a R-30 CEILING INSULATION p 1x35TRAP 16"O.C. u 3 T 1l2"DRYWALL CEILING Q� O c -0_ 5/8"EXTERIOR SHEATHING N SECTION VENTED SOFFIT O � 2 2"X 10"RAFTERS 16"O.C. u '7 1"CONT.AIR SPACE p w � A O M 0�-1 W O O Fil PQ r t` OFFICE r W r H 00 H w 1/2"SHRINKAGE 3!4"T&G ADVANT CH SUBFLOOR SPACE ABOVE NO J5T5.6"O.C. STL.TI.BEAM SIMPSON H2.5 HURRICANE TIE 2-2x10 6EAM w/ VENTED SOFFIT 1/2"SPACER W.C.SHINGLES W12x26 STL BEAM soup BLocKiNG SIMP50N TS-16 TWIST STRAPS rYVEK HOU5EWRAP ® �SIMPSON PC44-16 POST CAP 1/2"WINDSTORM SHEATHING ❑ ❑ ❑ 2"x4"5TUDS 16"OL.FBR _ U PC44-16 PBQQ R-13GLS. V. N v2°sHEETROCK ocK PORCH 4x4 POST w/iX WRAP b f OST CAP(?b POST EASE 9 a fl, a 0 ENTRY PORCH TYP. PORCH TY12. 2x8 TREATED J5TS.16"O.C. O 1x4 MAHOG,DECKING U 3!4'T&6 ADVANTECH SURF OCR � Le) U 2xt0 J575.16"OL. y 5/8"ANCHOR DOLTS 5'O.C. SIMP50N P644 P05T 6A5E W/3xs WASHERS 2x6 TREATED 511-1- —H2.5 TS18 8"CONCRETE WALL =1II=1I I- L 11-11 I I=111=I�1 DAMP PROOFING(TO GRADE) I II I II I I 11 � 1O"CONC.DIA.CONC.TU6E w/ T=1 I1- ° g _ _ I 1-11 I 24"PIA."BIG FOOT"FOOTING IIIIIIIII ' ;:, 2"COtJC.DUST 3'2x10 BEAM 9 HURRICANE TIE TWIST STRAP 9ALL RAFTERS PORCH HDR.IFLR. 48" -III- VAPOR BARRIER 1I1-III: MIN =III-III II=III III: II u` REVISIONS JST.TYP. IIIIIIIIIII- :. 111111iiriii IIIIII11�1IIII11 I III- I 1I I I I I_I I I: _ I I111111 4/7/08_I L--III: III-III = - - .._�-III III III-III-I I I ED I FOT I Y@6 66NZi: J I I-1I Icl I I=1 - O SECTION SCALE:1/2"=1' SCALE:1/4'=I'-0' A 6 0 1 2 4 9 UNLE55 OTHERWISE NOTED oo N E%ISiING 2M FLOOR -. u Q 1 p-7 1/^ EXISTING SLAB FULL HEICirt OPEN TO STUDS FIRST FLOLR - `L • - iIM.BEARING WALL BELOW • — — u 8'-d 7/8" srnncwfu -,`4� — �— �_ Is r �ul — o El.BEARING wN.l OELOw � - —� O V -- — — — — k ¢ 4 I st FRAMING PLAN 0 CD o — — — — 4•-0. — 9''S._ _ 2•IO BLcau�FIRST C . HL 2 BAYE TYP 20'0" 4'-0n 1--I-i nI1BOLOLKIIGFIRST h sTw. 24%0-' TO � %ISTING RAtTfRG L _ rOP V U 9 R.VTERB L.' y 'Cy7 ct~"d ul 2MI0 RAFTERB IO'OL. �--I 4x4 POST BELOwiW.� 0 V 1T-71/" EXISTING SLAB w Lr)cu U 4"hrs FCPAI;F nB MERR ER516'OL. alz 2•�„ 8'-4 7BELOGA E ivINN BELwYREVISIONS FOUNDATION PLAN 4/7/08 _ l FOUNDATION: TOP I/3 RAFTERS / \ 8',x 3'-10"GONG.WALL z-alo _ ON 16"X10"KEYED FTNG. Salo BEnw 5/81'GALV.ANCHOR BOLT5 5'O.C. — Pa%Erne. 9"FROM END/JOINT W/3"x3"x1/4"PLATE WASHERS o SILL SEAL,2x6MF M OOFllL �`\ BITUMINOUS DAMPPROOFING A7 SCALE:1/4"=1'-0" 0 1 2 4 8 UNLE55 OTHERWISE NOTED LEGEND SYSTEM DESIGN: SYSTEM PROFILE BE NOTES M``AR«EoW�nMA«POE"RcTASEoR _ OOOT TO SCALE) COMPAMBIE MEANS FOR FUryRE LOCATION. 1.DATUM 15 APPROXIMATE NOVO 99- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO W11HIN 6'OF FIN.GRADE 2"PFASTONE OR CEOTE%TRE CONCRETE COVER TO WITHIN 3'GRADE 2.MUNICIPAL WATER IS EXISTINGg PROP. X 99.1 EXIST.SPOT MEV, FFLOOR EL. SO.2' FlLTQt FABRIC OVER STONE i DESIGN FLOW: 2 BEDROOMS 0 110 GPO = 220 GPD 49 p' 2x SLOPE REQUITED OVER SYSTEM 49.0 3.MINIMUM PIPE PITCH TO BE 1/B'PER FOOT. R Ie q � !T� MINIMUM.7S'OF COVER PR 000 Locu�y4 PROPOSED CONTOUR USE A 220 GPO DESIGN FLOW 4.DESIGNAA LOADING FOR ALL PROPOSED PRECAST UNITS (98.4J PROPOSED SPOT EL OYP) y�RTpR qL� BLOCKS OR - TO BE AA410 H-]$L THI SEPTIC TANK: 220 GPO (2) = 440 �• 4=�d IS.T 2• COMPON&N PRECAST RSERS &PIPE JOINTS TO BE MADE WATERTGHT, t F.21 11- OwJ H-10 7E5i MOLE USE A 1500 GAL. SEPTIC TANK L I - B.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2tt= BLDPE Oi GROUND '° °b° 310 CMR 15.000(TITLE V.)LEACHING: 4703 RERE 46.78 UTILITY POLE SIDES: 2 (16.5 + 12.83) 2(.74) = 86 GPD . INV'S EL.46.5' 7.THIS PLAN I5 FOR PROPOSED WORN ONLY AND NOT TOPURPOSE. LOT LINE STAKING OR ANY OTHER BE USED FORrvC FIRE HYDRANT BOTTOM 16.5 x 12.83(.74) = 156 GPD ""°° 46.71' ° i 4' `''`" M01C Nm ALL fYl�x Yam N onAA4o _°_eOe°e°eeeee°a EL.44.5 B.PIPE FOR SEPTIC SYSTEM TO SCH.40-4'PVC. TOTAL:- 327 S.F. 242 GPD Y Rt.5 DEPTH OF FLOW- 4' "O' '`" ° J/4'-1-1/2'DOUBLE WASHED STONE S.WI COMPONENTS NOT TO BE BOARD OF LED HEALTH CWOCEALED USE(1) 500 GAL LEACHING CHAMBER(ACME OR EQUAL) TEE SIZES: e`se ol'oe e o e e"°°B'CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF FHE AND WITH 4' STONE ALL AROUND INLET DEPTH. 10' COMPACTION.(15.221 (21) - PERMISSION OBTAINED FROM BOARD OF HEALTH. 10.CONTRACTOR SHALL 3 RAND VERIFYING FOR CAWNC -THE INSTALLER SHALL VERIFY THE Gun>:'r DEPTH 14" LOCATIONS OF ALL UTILITIES AND ALL DICSAFE U-Bea-344-nss)AND VERIFnnc THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND k OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY 39.s'BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP PORTION OF SEPTIC SYSTEM (2'Sx SLOPE) (1 x SLOPE) (7 x SLOPE) NO GROUNDWATER FOUND 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA LEACHING REMOVED S'BENEATH AND AROUND THE PROPOSED SCALE 1"=2000't APPROVED DATE BOARD OF HEALTH FOUNDATION- 10' -SEPTIC TANK 7' D' BOX 6' FACILITY LEACHING FACILITY. 12.ANY PROPOSED INTERIOR PLUMBING TO BE DIRECTED ASSESSORS MAP 335 PARCEL 78-3 TO PROPOSED NEW SEPTIC SYSTEM. 13.CONTRACTOR SHALL COORDINATE ANY RELOCATION, LOCUS IS WITHIN AP OVERLAY DISTRICT DISCONNECTION OR RECONNECTION OF EXISTING AND/OR PROPOSED URUTIES WITH APPROPRIATE VENDOR(5). 14.EXISTING s BEDROOM SYSTEM INSTALLED ON FEB.19, 1997 TO REMAIN. ELEC.HANOBOX TEL.CATV RISER TEST HOLE LOGS ENGINEER: DAVID FLAHERTY. R.S., SE2755 Pp� WITNESS: DONNA MIORANDI, R.S. A9 APRIL 16, 2008 -� Si DATE: PERC. RATE = < 2 MIN/INCH CLASS I SOILS p# 12167 JOIST ELF THIS EA ORELEV. ELEV. 08 AD.GRADES a .� 1--I ELEV. Q2 49.5' Q 49 5' V 49.5' COLLIE �gti' RED. a 29e V 49.5' 0" 2 Q - LANE w-'W_W /�,\ 6 q - - q A A \ w W so gnOOyf ^; / LS [7-LS LS LS / /• 1OYR 3/2 10YR 3/28. IOYR 3/2 10YR 3/2 TOP FNOn. 6 ./ 6 B B B PROP: L�Z g2 \\ \\ sT b c N- ELEV.-49.i. rnnm+ / LS LS LS LS R-2.50 \\ \ /// (FULL FOUNDATION) 10YR 4/6 1 OYR 4/6 1 OYR 4/6 1 OYR 4/6 O / EL.METER a5 % 24 47.5' 23" 47.5' 34" 46.7' 30" 47.0' EXISTING iFLOOR - "I (�NG EL-50.2' OEM 47 PERC PERC /SST NTINGS/ MS MS MS MS DENS \\ 49 / \ / / A8 EXISTING � 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 \ / SYSTEM \\ \ 48 / C TO REMAIN, (Lp�_,_ PER AS BUILT) 120" 39.5 120 39.5 120" 39.5' 120" 39.5' CONC.STEP _( �.. ELEV.-♦9.55' - . % NO GROUNDWATER ENCOUNTERED \ SHED >J / I OT 7 / 1.57 ACRESt Oil • !29.27' TITLE 5 SITE PLAN /\ / 304 \\ / GARAGE 91E0 / OF ,X#3p3 45 COLLIE LANE 29.24' (CUMMAQUID) BARNSTABLE, MA ZONING SUMMARY OP ' ZONING DISTRICT: RF-2 DISTRICT /000 -#302 PREPARED FOR 30.27' MIN. LOT SIZE 43.560 S.F. &0254 MIN, LOT FRONTAGE 20' O f 30.25 MIN. LOT WIDTH 150' : 253 MIN. FRONT SETBACK 30' 29.67 DATE: APRIL 24. 2008 MIN. SIDE SETBACK 15 �'�2298 MIN. REAR SETBACK 15' 29.48' MAX. BUILDING HEIGHT 30' �(`�J300 Scale:1"=20 7j6 •` 29.97' 0 10 20 30 40 50 FEET $299FLAX �30 J8 POND .508-362-4541 fax 508-362-9880 Aowncape.com IWO cape engineering,i#c. civil engineers land surveyors 939 M.1n Street (Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHRORT MA 02675 LICE #08-076 08-076 PETERSON.DWG(DOF) I. a a � ,Qoa TE IA op0"JCS,E � •� F S AO 25 pt:s FJx S 440 14'00"E d E 22.78 S 31 4E L N 16°56 '40" E - _ S 530 14'30" E S 56°00'00"E 120.92 _ Z3o57'30"E Gl 37.00 79. ;;0 - - S 16.82 S 530 14'3011E 200.00 �� - LOCUS MAP SCALE I _ CB S 3604513011W (o �— 45.00 oZ'S 3p''E (b 0 4 / \ � CB �� ro S 53 25 a\ LOT 8 r CB S 53°14'30" E 102.00 , PL.BK. 447 PG. 26 i ,14J 7 N , 0 Qo 0 LOT 6 ,N N PL.BK. 447 f)G. 26 Off' V, ry o40 / N 54` 15' 2811W 129. 86 N57026'53" W ,. 65. 44 17 cn tK cv � �L h °j (0 A, g0.71 /P, � O PR I V.)� LOT 7 -- , h P °)'q� ¢;52•`"7' =1; cg\ PL.BK. 447 PG. 26CB p, -v P 1 , C�)) S 56°52'45"E ! N 66005`p6�� M 003'56nW - - - -C$ — — - -- -�' i i (PAVED) .Shed, = N g7.37 — "CB — EXISTING _ _ DRIVEWAY _ - -(GRAVEL) i prop _-- co A= 29. 49 Illy �s►,Gd h S 560 3712011 E 30 0 _ ,_' 3 5605214511E 119.22 LAN E VAR. WIDTH ti c COLLIE S 56043'00 E / A= 53.43 EASEMENT 25 ' ; 54.55 109. 82 N 56048'30"W 104. 12 N 5604300"W 99. 17 N 5603712011W 130.03 - N 56052'45" W 176'-1 ' TOWN OF BARNSTABLE ( EAST BARNSTABLE CEMETERY ) I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS. DECEMBER 20 , 1991 REG. PROF. LAND SURVEYOR EASEMEN-T PLAID IN BARNSTABLE , ( CUMM4 U ID ) MASS . FOR IEDWARD E. AND PIIARILYN J. KELLE K DECEMBER 20, 1991 0 40 80 120 ,1 dear-----G I HEREBY CIERTIFY THAT THE PROPERTY LINES SCALE IN FEET 111 = 40' SHOWN ON THIS PLAN ARE THE LINES DIVIDING CUMMAQUID SURVEY INC. EXISTING OWNERSHIPS , AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC 45 COLLIE LANE ww CUMMAQUID , MASS. OR PRIVATE. STREETS OR WAYS ALREADY ESTABLISHED , ry AND THAT NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN <ta_l_��_Y DECEMBER 20, 1991 REG. PROF. LAND SURVEYOR fry.yyvvv"