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HomeMy WebLinkAbout0074 PHEASANT HILL CIRCLE 70-- Town of Barnstable kaiot " 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-16-3504 -Date Recieved` 11/29/2016 Job Location: 74 PHEASANT HILL CIRCLE,COTUIT Permit For: Building-Solar Panel-Residential Contractor's Name: JASON D STOOTS State Lic. No: CS-090293 Address: Dennis, MA 02638 Applicant Phone: 5086947889. (Home)Owner's Name: Douglas& Stephanie Murphy Phone: (508)479-2853 (Home)Owner's Address: 74 Pheasant Hill Circle, Cotuit,MA 02635 Work Description: Solar PV Installation-5.76kW includes 16 panels,roof mounted,flush mounted,grid tied,& net metered Total Value Of Work To Be Performed: $31,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Jason Stoots 11/29/2016 5086947889 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $31,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $208.10 �12/27/2016 $208.10 3423 Check ................................-_---....................................-_......- ---— - —-----..._._........................-_... --._..........._.............._..........._................ Total Permit Fee Paid: $208.10 } TH'IS q=IS-NOTAPERMI'T � fg� > 0Q),;L � Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski BUILDING 7P 4 heasant-H.ill.Cir-cle -; Rating Date: 12-05-2016 Rating Number: 28958 ®��T Cotuit, MA 02635 Registry ID: 310002681 DEC i wn Estimated Ag,pual Energy Cost Use MM u�IJAr"�,r\c Percent HERS Index: 59 Efficient Home Comparison: 41% Better Heating 16.3 $487 28% General information Cooling 7.0 $128 7% Conditioned Area 1355 sq. ft. House Type Single-family detached Hot Water 3.4 $200 12% Conditioned Volume 11023 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.0 $921 53% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 43.8 $1737 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 14.0 SEER. Criteria Water Heating: Heat pump, Electric, 3.39 EF, 50.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 43.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 70 cfm, 23.0 watts. 2012 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-29.0 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 528 Clg: 528 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator (kWh/yr) 691 Clothes Dryer.EF 3.01 Info@energycodehelp.com Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. j:C)6 SIr^, u . !_ T MA !V AP!NSTALLEJ BUILMN-U—PRODUCT-S PC BOY. '130e SAGANIORE BEACH, MA 02562 INSULAFlON CERTIFICATION—PES', IECC 303..?.i BATE INSU.I.ATION Exterio r , s., Type: �� _S hlan�ifacturer:�JLvievt n; '�., R-Value:_ / Exterior wails(citner�� vrr'1Sss' Type: 1x�S�A Ot h - .-Manufarturer: 1� �G ---- R-Value: Interior Walls/Stairwell: Type: -- Manufacturer. Basement ceiling: Type: t'J _ Vanutact; ter. N 3�— — n-Value: Flat Ceilings: Ty p _ R-Value:__ Sloped.Ceilings: Type.: —Manufacturer: R-Value: BLOWN INSULATION FIBERGLASS l)�CE _UL(ISE Exterior Walls: Type:_ _ ^•'�nufattu;er Settled Thickne;"s:~ R-Value: -- —•---'r;tailee thickness: Settled ,Installed density:._----- Coverage Area: y'--------:.—..._ -�—�Number of 8agst__ Fast: L,os: f acturer: vut).JSQxig lnstalkLd thickness: Settled Thickness:_ / Settled R 'daiue: 4 Coverage Area: ��6 --fl-F ----`' ---- NUmcer of Bags:_ Sloped Ceilings: Type L _ � M Nl<r .ufrcturer; tOSWSAjs `.� Settled Installed thickness: _ l,led P, V lue: .� �3nstar.ed density;_l�CS C ove ra g e,fmn: - _ - _ Number of By for V^P Installed Building Prodt!c — Zi Town of Barnstable Building ' 71 . �.e, Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted �uvsn►e � _ , Until Final Inspection Has Been Made. Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied untilka Final Inspection has been made. `1 Permit NO. B-16-2011 Applicant Name: BRIAN T DACEY Map/Lot: 002-002-007 Date Issued: 08/02/2016 Current Use: Zoning District: RF Permit Type: New Construction-1 or 2 family Residential Expiration Date: 02/02/2017 Contractor Name: BRIAN T DACEY Location: 74PHEASANT HILL CIRCLE,COTUIT __. Est, Project Cost: $ 150,000.00 Contractor License: CS-005645 Owner on Record: COTUIT EQUITABLE HOUSING LLC Permit Fee: $890.00 Address: PO BOX 95 Fee Paid: $890.00 CENTERVILLE, MA 02632 ` + " Date: -, 8/2/2016 Description: To construct a three bedroom, 2 bath cape styffle home with an attached one car garage 11 �Cel�17_ Project Review Req : To construct a three bedroom, 21bath cape style garage I home with an attached one car#--- ./ Building Official i This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with.the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the � r same. 4 1 The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: I 1.Foundation or Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5. Prior to Covering Structural Members(Frame Inspection) 6. Insulation 7. Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT- ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map w� Parcel IW2. 06 Application # .� n Health Division9 Date Issued. 81 L Oj Conservation Division kftc 4g' Application Fee Planning Dept. J �a4 Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis "O Project Street t Address ►/Ld a Village rA Owner U Address ' C 11VI "4� Telephone 9 Permit Request v Cd� a, h 22 & pjye W#Yl at Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay _ Project Valuation ISQ600 Construction Type ©d� Lot Size 51C Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Yes *No Basement Type: )4 Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) law/ Number of Baths: Full: existing new 21 Half: existing new Number of Bedrooms: existing Snew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: V Gas ❑ Oil ❑ Electric ❑ Other Central Air: 4 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑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: )14 X2q Zoning Board of Appeals Authorization ❑. Appeal # Recorded ❑ Commercial ❑`Yves %No If yes, site plan review# n \ Current Use v °`Ca�`l Proposed Use APPLICANT INFORMATION - -- (BUILDER OR HOMEOWNER) ll Name a✓� �C2 Telephone Numberr f �U Address v &: 2vvl (14 License Home Improvement Contractor# Email 2K <a , C&"^- Worker's Compensation # 607340(oz"s— ALL TRUCTION RIS RESULTING ROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE�� e FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL -FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. F� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist-for Compliance (780 CMR 5301.2.1.1)1 THE PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)....................................................................................................................110 mph Q WindExposure Category..............................................::................................:................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories <_2 stories RoofPitch ...........................................................................(Fig 2) ..................................................12<_ 12:12 Q MeanRoof Height......................................................................(Fig 2)....................................................16 ft s 33' Q BuildingWidth,W................................................................(Fig 3)................................................... 24 ft <_80' Q BuildingLength, L...............................................................(Fig 3)....................................................48 ft <_80' Q Building Aspect Ratio(L/W)................................................(Fig 4)....................................................2 <_3.1 Q Nominal Height of Tallest OpeningZ..............:......................:.....(Fig 4)..................................................6'-8"s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)...............................:................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Ez ConcreteMasonry..................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ....................... ................... 4)................................................:.. 28 in. � Bolt Spacing from end/joint of plate......................:.:....(Fig 5).........................................12 in. <_6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)................................................7 in.>_7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in. >_ 15" N/A Plate Washer............................................................... g ........................>3"x 3"x'/;' 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension....................................(Fig 6)......................................................9 ft<_ 12' 0 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)....................................................—ft <_d N/A FloorBracing at Endwalls....................................................(Fig 9).................................................................... Q Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening...................................................(Table 2)............8 d nails at 6 in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)...............................8 ft s 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5).............................18 ft 5 20' Q Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................24 in. s 24"o.c. Q Wall Story Offsets .........................................................(Figs 7&8)............................................—ft <_d N/A AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5).........................................2x6-8 ft 0 in. Q Non-Loadbearing walls.................................................(Table 5).......................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length (if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)........................................8 ft Splice Connection (no. of 16d common nails)..............(Table 6)............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)...........................................6 ft 0 in. <_11' Q Sill Plate Spans .........................................................(Table 9)...........................................3 ft 0 in. <_11' Q Full Height Studs (no. of studs)....................................(Table 9)............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9)...........................................9 ft 0 in. <_ 12' Q Sill Plate Spans............................................................(Table 9)..................................—ft_in. <_ 12" N/A Full Height Studs(no. of studs)....................................(Table 9)..............................................................3 . Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_68" Q Sheathing Type..............................................(note 4)..........................................................WSP Q Edge Nail Spacing..........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing..........................................(Table 10)....................................................12 in. Shear Connection(no. of 16d common nails)(Table 10).....................................:......................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................71% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................6'-8"<_6'8" SheathingType..............................................(note 4)..........................................................WSP ......................... Table 11 or note 4 if less .............................3 in.Edge Nail Spacing................. ( ) Q Field Nail Spacing..........................................(Table 11)..................... .............................12 in. Q Shear Connection(no. of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................24% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?............................................................................................................................... [� 1 w AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ...................................................(Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.....................p ............................(Table 12)...............................................U=236 plf Q Lateral..............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21.:. (Table 13)................................T= plf N/A Gable Rake Outlooker.........................................(Figure 20).............. ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14).............................................U= lb. N/A Lateral(no. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness............................................................................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)....................................: THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band,joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' -W EN THIS EDGE RESTS ON RRAMING USESd NAIL$ AT 6b� l_---rr------ -— 11 11 11 11 11 1 11 1 1•I 71 11 11 1 /1 II 11 11 11 11 11 1 11 11 M 1-I 7 11 11 1 11 I l - 1 II Y 11 If, 1 O fl ,•1 F N a ' Il Q !1 it CO rd I7 � n 11 n 11 II 0 �r Ir 1 17 I I U1 I Q /1 7 r Ilj 7 a IJ II � 1r It d. 1 II Q II i1 W 1 l i 1r 11 11 1 II rl 11 11 �-- r u I11 [I 00USLE CDGE `-- NAILSPACWG PAN_E_t_ d Y Yi See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 xa ; r r u 1 1 Z Ulm II r; ' r a r3 C ' FRAMING MEMBERS EDGE9frERMEDIATE r ' z Y r _ JL STAGGERED 3'Mkd KAJL PATTERN PANEL PANEL EDGE DOUBLE NAIL EDGE SPAQNG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment �YF:r ow-n of Barn-st abl a. Reguta.tory Senices �t,�xrtsrnar�' Thomas Fe Geller,Director 7tik55. 04 . 1 Bufldiuc aD..tyis10Il Ton Perry, Building Commissioner 200 Main Street, Hya-11his,Mk 02601 I �'�v.io�n.barnstable.ma.us Office: 508-862-403 8 Fax: 505-790-6230 Prop cA7 Owner Must Complete and Sign This Section If Using A Budd& T "is O-wner of the subject property herby authorize �Ak \d to act on my behalf, in all matters relative to work authorized bytU building permit application for; All —' (Addtr-ss of-fob) (Slign , e f Queue ate Print Name Q;FOIL�4S:0'I�rnEP�bRA4IS5I011 ' Departrnent ofIrrclustrial Acel Tents 4) _ Office of Irvesvfigatio,ns M 600 Mashingforz Street :. Eastan,.lam 02111 • c�sr• .vs�9� wmv rraass e o-PIdIa Workers Compensation Insurance Affidaidt: B -Itiers/Contra.etars/Eiectrieians/Plumbers AppHeant lufor ation. Please Print Le�ibi� 1vaMe (Business/Orgavizatiowladividual): f Address: . "' City/State/zip:Cr' 1rR,WULF i0li- 0262,42, Phone#-: 2 71 Are you an employer?Check the•apprapriate Type of project(required): 1.❑ I ana a employers with 4. E91 am a general contractor and I 6. �New construction , employees(full and/or pail time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t ❑Remodeling ship and have to employees These sub-contractors have 8. ❑ Demolition ivorlemg for me in any capacity. workers' comp.insurance. 9• ❑Building addition No workers' comp.insurance 5. ❑ W6 are a corporation and its required,] omcers have exercised Their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all vrork right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12:❑Roof repairs insurance required.]T employees.-[No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks boi 41 must also fill out the section below showing their workers'compensation policy information: t Homeowners v ho,submit files affidavit indica�i*g they are doing all work and then hue outside contractors must submit a new affidavit indicating such. $Contractors ihat check this box must attached an additional'sheet showing-4a name of the sub-contractors and their workers'comp..policy information. E811Z f£rl BFFZ JlFry2r that lS Y6VEdbTtib 79o'rl-ers'conzlErCs lLd'72 lT2s$tFlLriC2 f0f FJt�7 ETITTI jlEBS. Mali,LS LhE 7olLCJ7 fCTTd jL1'tl SL`L' LkZfOT I?EEFiLFlr4. Insurance Company Name: r` ' Policy#or Self-ins.Lic.#:_ 7 l9•Z�— _ Expiration Date: 1- . lob Site Address: 60-156-,4 M11 UV't�— City/State/Zip: C&iW4 UZ Attach.a copy©f the workers'compensation!policy declaration page(sh.ovin the policy number and eFpiration date). Failuio to secure coverage as required under Section 25A of MGL c. 152 can lead to the inaposition•of.criminal penalties of a fine up to$1,500.00 and/or one-year imprisomnent; as well as civil p enalties in The form of a STOP WORK ORDER and a f-me of up to $250.00 a day.against the violator. RP advised that-a copy of this statenuEnt May be forRTarded to-the Office of Investigations.of the DIA for insurance coverage verification. I do hereby cer", der the pains arid.p,etra-lt es ofpeijuq that fire is ti°rze�utd cor•r°eC Phone,T: Official use ortiy D©not-write tit this area,to be cornpleted byT efty©r•run,-n off ciat City or Tavm: Permit:/License 4 Ismirlg Authority (circle one): 1..Board of Health 2.EmIding Depaitr eut 3. C tylTowa Clerk 4.Plectrieal Inspector 5.PIU-MbIng liaspe—c-toz Cv. Other Contact Pierson: Phone#: r , Massachusetts Department of Public Safety t�! Board of Building Regulations and Standards ,._. License: CS-005645 Construction Supervisor ( I BRIAN 7 DACEV PO BOX95 r � 1l CENTERVILLE MA 02632 Y q (2A— Expiration: Commissioner 04/19/2018 j Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain enclosed space. less than 35,000 cubic feet(991 cubic meters)of Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW,MASS.GOV/DPS 1 try ID Home Energy Rating Certificate Rating Number Certified Energy Rater Andrew Popielarski 74 Pheasant Hill Circle Rating Date 6/23/2016 Cotuit , MA 02635 Rating Ordered For Bay side Builders - R- - - Estimated=Annual Energy Cost '_ Use MMBtu Cost Percent 5 Stars Plus Heating 28.4 $450 29% Projected Rating HERS Index: 59 Cooling 0 $0 0% Hot Water 3.5 $188 12% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.0 $916 59% Generallnformation M Photovottaics -0.0 $-0 -o% Conditioned Area 1355 s ft. House Type Single-family detached q. yp g y ached Service Charges $0 0% Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Total 51.2 $1554 100% Bedrooms 3 Criteria Mechanical'Systems Features ' ` This home meets or exceeds the minimum criteria for the following: 2009 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Heat um Electric 3.10 EF 50.0 Gal. g pump, > Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only: 65 cfm, 36.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-38.0 Stab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-32.5 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 542 Clg: 542 CFM50 Energy Raters of Massachusetts Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper JLights.andv.,AppIiAnce Features -`w. Sagamore Beach MA 02562 . „;: y 508-833-3100 Percent Interior Lighting 80.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5..1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. r Subcontractor's Insurance 2012 GL Policy GL Policy WC.Policy WC Policy f Sub Contractor Effective Date Expiration Effective Date Expiration i All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates Inc. --- - ----- ----01/22/08 - - 08/27/12 -02/06/07 - 12/01/16— — - Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 10/01/16 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 09/01/16 1 TempParcelEdit Page 1 of 1 a n jo Lodged In As: Wednesday,January 16 2008 Frank Schlegel New Parce Application Center Road System Reports Road System The record has been added. New Parcel Detail I New Mapparcel: 002 002 007 Street Number: 74 Unit Dev Lot LOT 7 I Road Name: PHEASANT HILL CIRCLE T R / Imo. Sec. Road: T/R Villlage: 07 - COtUit MA Part of M/P: P 02 PCL 002 _...._..._.._.0...... .._ . ...0. _ .. _ __......._r.. _ . . _._�.� Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: ... ._ ._... . _..,, pdateDelete Add Another http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, MA Prepared For : 74 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-078 Baxter Nye Engineering & Surveying Zone X (unshaded) 0 FIRM Community Panel Number 0250001 0539 J Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. 0 Deed 78 North Street, 3rd Floor Book 23161 Page 59 H annis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 0 Deed Book '22249 Page 282 Scale 1 = 20' 08-04-2016 ,�. D Job Number. 2005-214 0 of� 00 Q / / Z / N/F MAXINE E. GRANT HAYE / / DEED BK. 27041 PG. 124 / PARCEL 002-002-008 / ti `b 6 / o) 30.1• O 2 0 R00 o z (00� 39�� / CV LOT 7 / 24 0, 8,800t S.F. 0.20f ACRES ^ N/ 1 /co uN N/F GATEWAY CHRISTIAN CENTER, INC. S g9.� O2 DEED BK. 25434 PG. 81 / �`SOy PARCEL ID: 002-004� N/F CHERYL A. SMITH, TRUSTEE CHERYL A. SMITH TRUST DEED BK. 28192 PG. 246 / / PARCEL 002-002-006 / / I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20/10/10) AS NOTED IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO ��� SHAMS L}yGs PREIMETER MONUMENTS SHOWN PER EXHIBIT A' (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A o db7 SPECIAL FLOOD HAZARD AREA. I ON oALL 687 THIS PLAN IS NOT TO BE RECORDE R IS IT TO BE USED TO ESTABLISH PROPERTY LINES. No. REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE • N � w x .. ILLa JEL � m MEN w A SMOKE DETECTORS REVIEWED VIOITAV3�3 TVI05i� g `j 7WtE BUILDING DEPT. DATE FIRE OEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING Lu V W Z Lu Q ILA ® W V _ � Z � � O � Q Q q w � w -1 Lu H- v O r` I SHEET 1 REAR ELEVATION SCALE: 1/4" - V-0" JOB: 1'14 DRAWN BY: KW DATE: 6/23/I6 • U w x ao - w s 4F E: w LEFT ELEVATION RIGHT ELEVATION i■■i SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ul 12 TYP_ ROOF Q4 2xI0b S I&' O.C. F.G. IN L "HURRICANE CLIP" R38 F.G. INSUL./ FASTENERS AT ALL 5/8' PLYWOOD SHEATHING/ 2x8'S i 16' O.C\ RAFTER / TOP PLATE ASPHALT SHINGLES JUNCTIONS TYP. x3 STRAPP NG �<2' GYP. I RD WIND WASH BARRIER REG,UIRED HALL B�TH �TRIQID EXTERIOR EDGE OF EXTERIOR WALL \ TOP PLATE \N W 12 \ V LU 12 BLOCKING W—O'O.G. W V 2x10'S O 16' O.G. 2x10'S 0 16' O.C. IN FIRST TWO JOIST TYP, EAVES BATS FROM GABLE WALL (� Ix8 FASCIA / Ix4 SECOND MEMBER CONTINUOUS VENTING DRIP EDGE i Ix3 STRAPPING Ix8 FRIEZE BD. W/ BED MOULDING 9 T I/2' GYP. BOARD IJ.1 J 1'YP_ ExTERIOR WALL FOYER KITCHEN 2x6 EXT. STUDS® 24' O.G./ 6' R21 F.G. INSUL./ Q 1/2' PLYWOOD SHEATHING/ W.C. 514INGLESTYVEK WRAP/ 41_pn q�_pn FIN15H FLOOR Z 055 5UBFLOOR Q Q R30 FIBERGLASS INSUL. N w 00 2x10'S 0 16' O.C. 2xIO'S 0 16" O.C. PT 2x10'5 0 16' O.G. 2-2x10 GIRDER 4 TYP. FOUNDATION WALL 4'-2° fil I S-2)CIO GIRT 4x4 P.T. POST 1 w P.T. SILL ANGFIORED 28" O. . GALV. METAL POST ANCHOR 8'x7'—'9' CONCRETE 13R. BASEMENT 12 '50NO TUBE" PIER TYP. r DAMP PROOF BELOW GRADE " ION1 CONTINUOUS FOOTING 9 T 3 1/2' LALLY COLUM 45 Q NOTE: 3 1/2' CONCRETE SLAB U 5/8" ANCHOR BOLTS 6 MIL VAPOR BARRIER EMBEDDED 7" 12'-0" 12'-0" SPACED 28" O.G. 12" FROM CORNERS <N WASIIERS 3"x3"x114" SHEET6n 2i-6a I6 24'-0" A 2 SECTION "AI' JOB: 1614 SCALE: 1/4" = I'-O" IDRAV4N BY: KW DATE: 6/23/16 • �1-011 19'-O" 7'-9° 2'_0" low x DECK m � N n rt°} u � •a m � M w TLE f—J o o L—I �( 0 (r ~t KITG4IEN co' 1 12'-6" 13'-6" AK 2x10'e - _ 244DH2850 O ABOVE - 2 RI�F. I i I�I O N 32'x60' OAK I� A _ 2 OAK :o 12'-0° 0 244DH2849 GARAGE y$ in m � DN O (3) 9 I/4' LVL ABOVE FLUS N 32'x57' 4' CONCRETE SLAB 1 FI o 0 PITCH TOWARD -—-—- - - N ci OM DROOM = CARPET AN, UVING244DH2850 W o Zn 2A OAK o U LU cr iv 32'x60' Z J W U 2-4 uP 7'x9' O.H. DOOR 14'-4°= '-8 16'-0° V i 2lt 3Q ni `9 W A i SEE DETAIL SHEET Ab _ Q- ~ Z NARROW WALL BRACING m'o Q y Q I W s $ a r n n IN "� n m iy in r 2'-b' q'-0" 2'-6° 1. 4'-O° b'-O° 7'-0" 7'-O° 6'-0 " 4'-O" 14'-0" 34'-0" 4B'-0" SHEET FIRST FLOOR PLAN SCALE: 1/4" = 1'-O" JOB: 1614 DRAWN BY: KN DATE: 6/23A6 • I■■1 w w x 541-011 Now 5'-00 18'-41 10'-8° O-0/ 8'-70 3'-q1 L � n it m aim TILE low o 6'-81 nq,-O., r KNEE WALL 2jL LIN 2Iftiluw1mu-KN 1i 2� 2� P 10 n 2� 2A 2f INSULATEDTO ATTIC DN. 2849-2 TMP O 64'x57' N BEDROOM � OOM 6 CARPET CARPET o W 1 p V LLI 14'-41 '-8" m 16'-01 Z KNEE WALL KNEE WALL Lu Q N U Ld r Z N 14'-0/ 34'-0" Q 1 to t- � r J SHEET SECOND FLOOR PLAN �� SCALE: 114" = 1'-O" JOB: 1614 DRAWN BY: KW DATE: 6/23/I6 45'-0" • 14'-0" 34'-00 u 2'-4" 5'-40 5'-I" 9'-3" 12'-0" Z w w r--------------------------� I j 2-2c10 GIRDER I 4.4 P.T. POST I ————— I GALV. METAL P05T ANCHOR _ j 10' 'SONO TUBE' PIER TYP. j I 1 0 o I IBULIBCIHEAD ' u o i n 1■■I DOOR W/I 119 EXT. I I i �° 77777777777 7772 I ::, r--- — ----- — ————————————— -- ————————————————— -- :_ I o NT 46'UO S FOOTING WALL '< • p • p I >,, I6'x10' CONTINUOUS FOOTING TTP. I ,' I X 5A5EMENT x I : Icq VACRETE SLAB POR BARRIER I -8° 3' 5'-II° I GARAGE I I I 4' CONCRETE SLAB I IT p PITCH TOWARD DOOR . GIRT I I o n '" I �QHTOfI I Fol AD v I 15M — I :::. I a I I t'Icr PKT I — a I I 1 '-^ I �-- --, 3 I/2'0 ID A. STEM COLUMN I I 30'x30'xl2' CONCRETE PAD I [s I I u 1 o L< ---J I W I I v 1 1 i m --i v, I U W I DROP WALL 10' 0 DOOR L——— —————————- b'x 7'-9' GONG. WALL O (A U :•s I 16'xi0' CONTINUOUS FOOTING TTP. �'i• I w x: - I —————————————— —————————————————————— rz Q Q NOTE: lu 5/8" ANGNOR BOLTS 2_3° 9._60 21_30 EEDDED ' n rL SPACED 28" O.G. 14-0tl 34-o" r 12" FROM CORNERS ° WASNER5 3"x3"x1/40 48-0 O J SHEET A 5 JOB: 1614 DRAWN BY: KW DATE: 6/23/16 EXTEND HDR TO CORNS m 2x6 DEL TOP PLATE RAFTER ® 16" O.C. FULL STUDS STUD JACK STUD o ~ we NAIL TOP PLATE APPLY 51MPSON MSTA18 CONNECTOR o o H2.5 ® EA. RAFTER 4w TO BTM OF HDR ON THE INSIDE FACE OF HEADER oo W/ 2 ROWS OF 16d NAILS ® 3" O.C. - TO EACH JACK STUD o STRUCTURAL PANEL-: HEADER - o NAILED 8d COMMON CONTINUOUS HEADER TOP PLATE ® 3" O.G. EDGE AND FIELD - CORNER TO CORNER o - OVER MULTIPLE OPENINGS = DOOR TRIMMER STUDS ® RAFTER TO PLATE CONNECTION I■�I � SCALE: N.T.S. 2- 5/5" ANCHOR SOLT5 II w/ 3"x3" PLATE WASHERS II EACH NARROW WALL SECTION It DOUBLE ROW ~ �\ STAGGER NAILIN INTO BOTH PLATES W - 2x6 DBL TOP PLATE Now VERTICAL STRUCTURAL PANEL NAILED 8d COMMON .. ONARRON WALL BRACING AT GARAGE DOOR ANC 2a INEDELD - 1 SCALE: N.T.S. WIND ZONE COMPLIANCE: W- 38% OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 3" EDGE/12" FIELD e Ll 4 16d NAIL5 PER FT BOTTOM PLATE VERTICAL DOUBLE ROW ( ) - STRUCTURAL PANELS STAGGER NAILIN L• 11% OF EACH WALL RUN RIMAK ON SECOND FLOOR JOIST INTO BOTH PLATES - - 2x6 DBL TOP PLATE VERTICAL SHEATHING WITH = _ Sd NAIL5 3" EDGE/12" FIELD _ — LU (4)16d NAILS PER FT BOTTOM PLATE U LU = W U SECOND FLOOR w U 29. RIM JOIST J VERTICAL - - VERTICAL J STRUCTURAL PANEL - STRUCTURAL PANEL NAILED 8d COMMON - NAILED 8d COMMON ® 3" O.C. EDGE ® 3" O.C. EDGE AND 12" IN FIELD AND 12" IN FIELD rL LQ = a Z LU _ _ Q 1 W DOUBLE ROW u€ DOUBLE ROW tt : r STAGGER NAILIN STAGGER NAILING- INTO BOX AND SILL INTO BOX AND SILL II II II �I II I I II II 41 SHEET A(o II II II II I I OFULL HEIGHT SHEATHING -SINGLE FLOOR OFULL HEIGHT SHEATHING I"IULTI FLOOR JOB: 1614 SCALE: N.T.S. SCALE: N.T.5. DRAWN BY: KW IDATE: 6/23/16 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. SMN/�##30 5. ENVIRONMENTAL NOTES: INN,OUT=59.99 i r / SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL i I CONCERN). i SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE it 7.D7 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE FOR USE WITH THE MA WETLANDS I ; �, PROTECTION ACT REGULATIONS (310 CWR 10)." � /-� SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP 'a, �� MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER `I' ' �� 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, O REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER �f � LOT 104 '�� �..?// �� � Y RECHARGE PROTECTION AREA 68 r CONSTRUCTION NOTES: r 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 15 b / ®� k 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 66 LOT� s�i i`8 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM �` r + THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS: t--� S - MIN. COVER SHALL BE 3 FT. '4 0 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 5 / 1 /i 66.1 !r s� O 70,5 + 100 AS REQUIRED BY 13ARNSTABLE DPW. r�� pR l FTe ck� ¢ / - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1%. / Op r r f + ORjO _5 S INV.=594� 68.26 22°, 67.0 8 r ° ' / ,� i i i� o/ os OqR r .w •. e, �,. l � / LEANOUT / �q@�s�t� .' /65.17 STOAP 0' l x VEGETATED 12 DEEP ®2 h ¢0 ' M°` 64.0 / // '�/ RAIN GARDEN (125 Cotult Meadows Subdivision CURB 19 S INV.=60./S9 / • TOP ' = MIN. ,' �83'� '�' / / l i C.F. STORAGE)' Cotuit-Barnstable Massachusetts J , �• x / ' TOP=65.0 x 66.25 , �� �� + ,� !1" � ��/ pR�e�¢ �p 65.17 /rig / �t BOTTOM=4.0 ,' �, , � SFR�C m l o NOU 0 r' l PREPARED FOR �OT 1 o / �� cam, �' o �, �0 0 ry. � 9 8' COTUIT EQUITABLE HOUSING, LLC LO o J 67,0 �, ' 8,8 Of S.F. ?� . / i P. 0. Box 95 -'_-- (0 , R 4 0.20t ACRES Centerville, MA 02632 - TM.E 66.5 K SINE i � r c� LOT 6 x o / Site Plan S s5. / S s�. '02s8. -- -x �x l l �� Lot 7. 74 Pheasant Hill Circle 2 U cy r l 1 SQ.. `O 64.0 /65.17/ �,� 65.,E x VEGETATED 12" DEEP BAXTER NYE ENGINEERING & SURVEYING / i j 65.17 / /RAIN GARDEN (425 C.F. STORAGE), c�;MH #31 / r / TOP=65.0/ Registered Professional d` i BOTTOM=64.0 , INV IN=58.19 v �w N �� , Engineers an En id Lan Surveyors S ors INV OUT=58.09 // v� CVN g y PROVIDE (1) 6' PIA x 6' DEEP 78 North Street,3rd Floor,Hyannis,MA 02601 �����N LEACHING BASIL W/ 1 STONE Phone - (508) 771-7502 Fax (508) 771 7622 o MATTHEw / \ + SURROUNDING �OR ALTERNATE W t EQUIVALENT VOLUME OF 289 CF) EDDY 64x 0 � CONNECT ALL ,ROOF 4UTS c+viL y x � TO LEACHING PAS}�1 \ 20 0 20 40 �No. 43183 / \ 05� G/STEQ� SCALE IN FEET /ON L ENG r ry SCALE: 1" = 20' D E: 07- -16 REV. DATE. REMARKS LOT 7 DRAWING NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214