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0092 COTUIT BAY DRIVE
� /+� d Town of Barnstable Building L t u.,ixrwH 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 Until Final Inspection Has Been Made. Permit �439 ♦ ear�ay° ;Where a Certificate of Occupancy,,is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-3876 Applicant Name: Joao Junqueira Approvals Date Issued: 12/04/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 06/04/2019 Foundation: Location: 92 COTUIT BAY DRIVE,COTUIT Map/Lot: 056-023 Zoning District: RF Sheathing: Owner on Record: SULLIVAN,MARK A Contractor Name:' CAPEWIDE CONSTRUCTION INC. Framing: 1 Address: 92 COTUIT BAY DRIVE Contractor License: 131507 2 COTUIT, MA 02635 Est. Project Cost: $ 15,000.00 Chimney: Description: replace existing windows with Andersen 400 series Permit Fee: $76.50 Insulation: Project Review Req: Fee Paid: $76.50 ' Date: 12/4/2018 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: 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. Final Gas: 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 same. r - - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:, 1.Foundation or Footing r Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 140A=6- :ENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 05(2 Parcel dZ� Application Health Division Date Issued lo/ //` Conservation Division / Application p Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis " I✓Yy►ArZI� S�i�/� Project Street Address Z C07V IT 6A`i D IZI U E, Village COTD) Owner HA-2K- A SL)LLI VA_ N Address P91►1� Telephone Permit Request t&/r) A Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District F Flood Plain Groundwater Overlay Project Valuation Z5�000 Construction Type VJOo Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . Two Family ❑ Multi-Family (# units) Age of Existing Structure 19115 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2- new Half: existing, new Number of Bedrooms: existing I new Total Room Count (not including baths): existing (IL new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑;existing ❑=new size_ ZE 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 R, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name d Cl Telephone Number Address �rJ CUVV1 M.Urc.,ai License # y O c}Z� Ulu Home Improvement Contractor# Email S''1�� W id lmorker's Compensation # LfWO 5 ZU 12,U 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED _ MAP/PARCEL N0. ADDRESS VILLAGE J OWNER DATE OF INSPECTION: FOUNDATION )Q�$ 7a b FRAME r - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r - °f,HE,�y Town of Barnstable Regulatory Services ' MASS. Thomas F.Geiler,Director 039. y asnss. �* , �'A�fc Mpt A,� Buildi cr D1visioii Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.towU.barnstable.ma.us Office: 508-862-4038 Fax: 508-7.90-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, �-k& ��� A. - S y �-�- V f� ,as Owner of the subject property hereby authorize C- (N�T?2t cW i ,.J 1 t J't Z ;-> lsr& to act on my behalf, I in all matters relative to work authorized by this bu2ding permit application for: . Z CO Qg-.Z:-u I ' (Address of Job) Signature of Owner Date Print Name j Q-TORNNS:O WNTRTM-4ISSION i : I The Commonwealth of Massachusetts Department of Industrial Accidents office of Lives0gations 600 Washington Street Boston,* 02111 www.mass.gov/dta ers Workers' Compensation Insurance Affidavit: Builders/Contractors/El Please rici ans Print LeEIb.Iy Avylicant Information Name (Business/Organization/Individual): _ , II - i Address: City/State/Zip: �IC�S�I M b2 y- 1 Phone# Are/you an employer?Check the appropriate box: I Type of protect(required): 1. I am a employer with 4. ❑ I am a general contractor and I 6. ❑Now construction • c�� employees(full and/or part-time).* have hired the sub-contractors the attached sheet. 7. ❑Remodeling _ 2.❑ listed on,'the am a.sole proprietor or partner- These sub-contractors have 8. ❑Demolition ship and have nq.omployees workers'!comp.Insurance. g, (wilding addition working for me In any capacity. [No workers' camp. insurance 5. ❑ We are a'corporation and its 10.❑Electrical repairs or additions required.] officers Have exercised their i ht of bxemptlon per MaL 11:❑ Plumbing repairs or additions 3.❑ I am a homeowner right doing all work e. 152,§.�(4),*and we have no 12.❑Roof repairs myself. [No workers comp. em to ees. o workers' Other insurance required.]t p. y 13.❑ comp..tn'surance required.] •Any applicant that checks box#I must also till out the section below showing their workers'compensatlorl policy information. t Homeowners who submit this affidavit Indicating they am doing all work iind then hire outside contractors most submit a new aHidav iy inf rmation. lContractors that check this box must attached an additional sheet showing the name orthe subcantracton end thou workers'comp.110110 „ r/Q Iant an entployer'that is providing workerr'compensallon.lnsuranceformyempioyees. Below w r%tel.�=- W - ln formation. R 1 Insurance Company Name: Expiration Date: y �1 Policy!#or Self-ins.Lpic,#: I Job Site Address: City/State/Zip: Attach a copy of'the workers'compensation policy deela�atlon page(showing the policy number acid expiration date). Failure to secure coverage as required under Section 25A bfIMOL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that 9 copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verlflcatloh. I do hereby certify under the pains and penaltles ofperfu�that the►nformation provided above is ttue and correct, Si nature D e Phone M Official use only. Do not write to this ared,to be eornpleled by city or town ofylclaL City or Town: I. Permit/LIcense 0 . I. Issuing Authority(circle one): I. 1. Board of Health 2.Building Department 3.Cityfbwn Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6. Outer I Contact Persona I: Phone#: I I - i ?" 1 DATE(MM/DDIYYYY) C'0R CERTIFICATE OF LIABILITY INSURANCE F19/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. CONTAC PRODUCER NAME: Kelly Estano Rogers&Gray Ins.-Kingston Branch PHOAd.NE ,•5 8- 46-33 A X No:8 -8 6-2 56 63 Smith Lane E-MAIL Kingston MA 02364 ADDRESS: rO e s co i INSURERS AFFORDING COVERAGE NAIC# INSURER A:Arbella Protectioli INSURED CAPEENT-01 INSURER B:Arbella Indemnity Insurance Capewide Enterprises LLC INSURER C: J.P.Macomber&Sons INSURERD: 153 Commercial Street Mashpee MA 02649 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:639492864 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR A 0 S BR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY A GENERAL LIABILITY 850005OB13 4/30/2016 4/30/2017 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X PREMISES(Ea occurrence)COMMERCIAL GENERAL LIABILITY $250,000 CLAIMS-MADE FTI OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO-JECTLOC $ B AUTOMOBILE LIABILITY 1020017539 04 4/20/2016 4/20/2017 Ea accident G $1,000,000 BODILY INJURY(Per person) $ ANY AUTO ALL OWNED FX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Per accident $ A X UMBRELLA LIAB X OCCUR 4600050814 4/30/2016 4/30/2017 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X I RETENTION$10,000 $ A WORKERS COMPENSATION 420052612 01 4/14/2016 4/14/2017 X I WC STA7U- oTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Leased Rented Equip 8500050813 4/30/2016 4/30/2017 LR Limit.. 130,000 Property Building Limit 860,000 Business Property 80,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. I AUTAgEWED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD i aN Office of Consumer Affairs&Business Regulation ILicense or registration valid for Individul use only U' OME IMPROVEMENT CONTRACTOR before.the expiratlon date. If found return to: eglstration: ;i13358 Type: O(f ce of Consumer Affairs and Business Regulation xpiratlon:,- '7/64 0.16..: Ltd Llabllily Corpor 10 Park Plaza-Suite 5170 =y •• $gston,MA 02.116 C A P E W I D E ENTERPffllfi RICHARD CAPEN 4507 P,RTE 28 COTUIT,MA 02635 Undersecretary I t valid w thodLAignature I; Unrestricted-Buildings of any UN.gtip Which i p Cn Massachusetts Department of Public Safety _ enclosed Pace. ;UOU cubid feet(991ni')of ®� Board of Building Regulations and Standards License: CS-089273 Construction Supervisor ?; RICHARD M CAPEN ki usctts 122 WHITMAR RD frllure to possess a current edMoq of the Messacti COTUIT MA 02635 State 9tiliding Code IS cause for revocetlgn of tfifs license. ForDPSUcemInglnformationvisit: wrrw-M"",00v/DP5 CA_ Expiration: Commissioner 11/27/2017 i . Ii • I , 5 4 - r �I II , i I it 1 110.mph Inud Zone AWC Guide to Wood Construction In tgh Wind Areas. 780 CMR 5301:Z�i.ti)t Massachusetts Chccklist.:fO, Compliance c C,cck Compliance � 1.1 SCOPE I ..............................................................110 mph _- Wind Speed.(3-sec.gust).,,.., ...............................:... ..! ............................. . .........................................8 Wind Exposure.Category.. ..................................... .� APPLICABILITY story) stories 5 2 stories 1.2 AP -- Number LIC of Stories(a.roof which exceeds 8 in 12 slope shell be considered a sto )-_J_ 512.12 Roof Pitch ................................. mg I,(Fig 2)Fig 2) .........................................��`�ft 5 33' ✓ Mean Roof Height ............ . ............ !..(Fig 3)........ ................................ �.tt S 80' BuildingWidth,W ..........................................................••I ....................... l ft s 80' (Fig 3). �.41; _%l 5 3.1 Building Length,L .... ......................................................I (Fig 4)....................................... Building Aspect Ratio(UM .............................................: .........,.`_`_s 8'e' Nominal Height of Tallest Opening...................................(Fig 4)............................:......... 1.3 FRAMING CONNECTIONS connections. I.(Table 2)..................... ......................................... General..compliance with framing I 2A FOUNDATION ! CMR 640 Foundation Wails meeting requirements of 780 4.1 Concrete............................................. `........ ... ...........................i............ Concrete Masonry 2.2 ANCHORAGE 70 FOUNDATION.''3 518'Anchor-Bolts fmbeddad or 6/8"Proprietary Mechanical Anchors as an alternative.in concrete Only in. Solt Spacing_general....................... !•(Table 4)................................. �,_.In.s 6 —.12" Bolt Spacing from endQoint.of plate ...... . .........�..(Fig 5) ............................................. .]�in.Z 7' ant—concreto. (Fig 5). In.Z 15" Bolt Embedment ......................... "j' .. Bolt Embedment masonry..................................... (Fig b)....................................... i..(Fig 5)..............................................t 3'x 3'x'/4" PlateWasher.............................................................i. / � d 3.1 FLOORS I •(per780 CMR Chapter 55)................................... N A" Floor framing member spans checked.............................. ft 512' Maximum Floor.Opening Dimengion............................••....:(Fig 8).................................................._, !R— Full Height WaII.Studs.et Floor Openings less than T fro'.ExterlorWall i Maximum Floor:Joist:Setbacks 0 ft S d Supporting Loadbearing Wails or Shearwali... ..... .(Fig 7)...................................... Maximum Cantilevered Floor Joists G ft s d Supporting Loadbearing Walls or S ��� hearwall.......... .(Fig 8) ......... .................. .. ing ....... ! .(Fig.9). Floor B rac at EndWalis. U^F�, � •'••••••••""""""""""".. •i�•(Per 780.CMR Chapter 65)........ .......... Floor Sheathing Type ..................................................•I (par 780 CAR Chapter.55) Floor Sheathing Thickness ............................. .................. (Table 2):.mod nails at in edge/+�in field ✓ Floor Sheathing Fastening.............................................,.• 4.1 WALLS ! Wall Height Loadbearing walls.... .....:...(Fig 10 and Table 6 �'ft 5 20' g walls.......:..i. ......................... ! .(Fig 10 and Table 5.).................. .L_I - Non-Loadbearin .....I (Fig 10 and Table 5).. I(g in.5 24'o:c. Wall Stud Spacing .............................i. (Figs 7 8:8)........................................ _ft s d Wall Story Offsets ....•........ ....................... I 4.2 EXTERIOR WALLS Wood Studs ! ,(Table 6). 2x�- ft In. Loadbearing walls....................................................... $ft in. Non-Loadbearing walls..............................................i...(fable 6).............................2x_fa„- Gable End Wail Bracing r. ........................................... Full Height Endwall Studs.............................................(Fig 11)...................... ft zW/3 WSP Attic Floor Length........:.................................. ( g ) ft k 0.9W Gypsum Ceiling Length(if:WSP not used).................(Fig 11)............................................_ 8 ft.o.c.�.. Ft 11 .... N and 2 x 4 Continuous Lateral Brace� , ( .a )�-•••'•-•""•"�"""' or1 x 3 ceiling furring �strips 1W..spacing rtiln.with 2 x 4 blocking 9 4 ft.sPgeing.in end Joist or truss bays Double Top Plate i (Fig 13 and Table 8 ft Splice-Length ................................ )..................................... Splice Connection(no:of 18d.common Hells)............(Table 6)......................................................... I L , AWE Guide to Wood Construction lit High Wind Are4s:..110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 530i:2.1.01 Loadbearing Wall Connections j .. Lateral(no.of 16d common nails)...............................+(Tables 7)..........................,.......••.......•••...... ✓ Non-Loadbearing Well Connedidns I (Table 8)....................................................... Lateral(no,of.16d common nails)............................. l ' Load Bearing Well Openings. record lergest opening but check all.openirigs for compliance to Table 9)n.s.11, Spans ....................................................... (Table 9)..................................a ft�-tln.511' Header ..... (fable 9). ..............................._ Sill Plate-Spans ........................................................ ............................................... .' (Table. ...................................................... Full Height Studs (no.of studs)................................• la est.o nisi ibut check all openings for compllance to Table 9) Non-Load Bearing Wall Openigs(reoord rg Pe 9.. 9).. .b ft. © in.512' 7(fable ft:in.512' HeaderSpans;.....................;..........e......I.............. j(Table 9).............. ...... SillPlate Spans.........................................................i able g)..................................................... Full HeightStuds(no.of studs)................................. ' Exterior Wall Sheathingao Resist Uplift ltaneously and Shear:Simu 4 Minimum Building Dimension,W .� 5 6'8' Nominal Height of+Tallest Opening ....... .I....•••••4j.............................•.......I.......�c,S? Sheathing Type......... .................... . ...... (note 3 in. .....1(fable:10 or note 4 if.lesa). •• Edge Nall Spacing................................... ............... (o in. 9 I(Table 10)................................. Field Nail Spacing......................................... ( )(Table 10 Shear Connedion no.of common nail )•••••••••••••••••••••••'•• able 10) ................... Percent Full-Height Sheatliin , 5%Additional Sheathing for Wall with Opening>6 8'(Design Concepts).................... / Maximum Building Dimension,L if Nominal He of Tallest opening...........�......:............. .... ..•.••..•.••.••...•••...•. •w _ Sheathing.Type......................................... .(note 4).....not .................... .� in. � Edg .......................................l..(Table 11 or note 4 if less)....................... ,In. —7 e Nap Spacing -77 Field Nall-S•ac(n (Table 11) _ p (no.of 18d common neils)(Table 11) Shear Connection. . ° able 11) ..................... --� ............................ Percent Full=Height Sheathing....................i. •••••• 5%Additional Sheathing for Wall v Ith opening>6'8'(Design Concepts).............. Wall Cladding I ....................................................... Rated for Wind Speed?................. 5A ROOFS I A. For Rafters use AWC Span Tool,see BBRS Website) .Roof framing member spans ctieciced?...•.............••••i (Figure 19) [ ft s smaller of 2'or U3 Roof Overhang •"•"" Truss or Rafter Connections at loadbearing Walls i / Proprietary Connectors .••••••..•.....U=a_i� plf ___L Uplift.................................................(fable 12).............................. ...........L- ►�Pff ✓ Lateral... . .............. . ....... . . .(fable 12).... . ?'f Pif 4 ...I.(Table 12)............................ S=t l Z If Shear........:.................................... ............T=. P Ridge Strap Connections,if collar ties not used per page 21... (fable 13)................... Gable Rake;Outlooker.......................................1..(Figure 20).............I ft s smaller of 2'or U2 ns Truss or Rafter donne. at Non-Loadbearing:We e / Proprietary Connectors (Table.14 U=�-lb. Uplift... ........................................ able 14).......................... . ...........LS�- Lateral�(no.of 16d common nails)..(T ) 58 and b9):............ --� Roof Sheathing Type ............................................. (per780 CMR,Ghapter...••.. 1 .in.Z 7/76-WSP Roof Sheathing Thickness........................................ .(Table 2).................... Roof:Sheathing Fastening......................................... Notes: with-the requirements of 1. This checklist shall be met In its entirety,excluding the specific exception noted in 2,to comply 780 CMR 6301.2.1.1 Item 1.If the checkllst 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 6 b. 2:0 Gage Straps per.Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud:Hold.Downs perFigure 18a and Figure 18b sheathing Z, Exception:Opening heights of up to 8 ft,shall.:be permitted when 6%is added to the percent full-height requirements shown in TWO 10 and 11.. 3. The bottom sill plate in exterior walls shall be a mInImurn'2.In.nominal thickness pfd§§Urg 11931e9 Vzogroug, I I .......... i i AWC Guide to Wood Construction in High=Wuid Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.21.1)t 4. a. From Tables 10 and 1.4;and location of wall.sheathing.and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nall°Spacing requirements b. Wood Structural.Panels shall be ininimum thickness of 7118'and.be.installed es follows: i is 'Panels,shall be Installed with strength axis parallel to studs. 11. All horizontal joints,shall occur over and!be:nailed to framing.. Ill. on single story construction,panels shall.be attached to bottom plates and top member of the double top pieta. IV, On two story construdidn,upper paneis shall be attached to the top member of the upper double top plate and to band joist at bottom of panel:Upper attachment df lower panel shall be made to band joist and lower attachment made to lowest plate at firstfloor framing: V. Horizontal Hall 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 end Horizontal Nailing for Panel Attachment i i •-yy�ms mce assra ks+ rRAA�Ki t18ELd NJltl..9 . ATf-b.;m S , d j ' }1AILSpAC#1G � �! See Detall on Next Page Vertical anki Hortzontal Nailing for Panel Attachment AWC Guide to Wood Construction:In High Wi�id Areas..110 mph W1nd:Zone Massachusetts'Checklist for Compliance(780 CMR.s3o1..2.1A) I III j i , wr STAaGEF� PAHM . T1+1lL?ICi'IB�1 � ; PAIULWU Detail Vemool end Horizontel Nesting for Panel Attachment I REScheck Software Version 4.6.1 Compliance Certificate Project Sullivan Residence i Energy Code: 2012 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 92 Cotuit Bay Dr. Capewide Enterprises Cotuit, MA ,�Compliance: Passes using UA trade-off Compliance: 1.7%Better Than Code Maximum UA: 59 Your UA: 58 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies i Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 295 38.0 0.0 0.030 9 Wall 1:Wood Frame, 16"o.c. 128 21.0 0.0 0.057 7 Window 1:Wood Frame:Double Pane with Low-E 9 0.290 3 Wall 2:Wood Frame, 16"o.c. 144 21.0 0.0 0.057 6 Door 1: Glass 40 0.280 11 Wall 3:Wood Frame, 16" D.C. 128 21.0 0.0 0.057 6 Window 2:Wood Frame:Double Pane with Low-E 19 0.290 6 Floor 1: All-Wood joist/Truss:Over Unconditioned Space 288 30.0 0.0 0.033 10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Sullivan Residence Report date: 01/22/16 Data filename: C:\Users\petebizl0\Documents\REScheck\Sullivan.rck Pagel of 8 1 REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate i ❑Does Not [PR1]1 :energy code compliance for the building envelope. ❑Not Observable , ❑Not Applicable 103.1, .;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 .:energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC ; ;Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: Manual J or other methods Btu/hr j Btu/hr ❑Not Observable , approved by the code official. ; ;❑Not Applicable ; ; ; ; Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 01/22/16 Data filename: C:\Users\petebizl0\Documents\REScheck\Sullivan.rck Page 2 of 8 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies ; [F011]z protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in.below grade. .❑Not Observable ;❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies . [FO12]z installed. ;❑Does Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2_ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 01/22/16 Data filename: C:\Users\petebizl0\Documents\REScheck\Sullivan.rck Page 3 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, j 402.3.6, ;❑Not Observable ' 402.5 ;❑Not Applicable [FR2]1 --------------------------------------- 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. []Not Observable ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable ; limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not $ and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ',Supply ducts in attics are R- R- ;❑Complies [FR12]1 :insulated to>_R-8.All other ducts R- R- :[]Does Not in unconditioned spaces or ;❑Not Observable outside the building envelope are, ; insulated to>_R-6. ; ;❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 :air handlers, and filter boxes are ❑Does Not ;sealed. ❑Not Observable ' ❑Not Applicable ; 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not e ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]2 above 105 9F or chilled fluids ;❑Does Not J below 55 QF are insulated to>_R-3. ;❑Not Observable ❑Not Applicable 403.3.1 :Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ; ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >_R-3. :❑Does Not ' ;❑Not Observable .:[]Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR•19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 01/22/16 Data filename: C:\Users\petebizl0\Documents\REScheck\Sullivan.rck Page 4 of 8 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 01/22/16 Data filename: C:\Users\petebizl0\Documents\REScheck\Sullivan.rck Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values []Does Not provided. ❑Not Observable ❑Not Applicable j 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies !See the Envelope assemblies 402.2.E ;❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel � ;❑Not Observable , ❑Not Applicable 303.2, !Floor insulation installed per ❑Complies 402.2.7 :manufacturer's instructions,and ❑Does Not [IN2]1 :in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, ;,Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least%of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ❑ Mass j❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ;requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 01/22/16 Data filename: C:\Users\petebizl0\Documents\REScheck\Sullivan.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood '❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel :[]Not Observable ' 402.2.E :❑Not Applicable [FI1] � PP 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ' ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. ❑Not Observable []Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ; [FI3]1 :insulation>_R-value of the ;ODoes Not adjacent assembly. ;❑Not Observable ' ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [F[17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. :[-]Not Observable ' ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ; tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [F124]1 !by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed on forced air furnaces. ❑Does Not �J ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. ❑Does Not 110) ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [F111]2 systems have automatic or ❑Does Not J accessible manual controls. []Not Observable , ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable ; Does not apply to low-voltage lighting. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 01/22/16 Data filename: C:\Users\petebizl0\Documents\REScheck\Sullivan.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not 19 ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sullivan Residence Report date: 01/22/16 Data filename: C:\Users\petebizl0\Documents\REScheck\Sullivan.rck Page 8 of 8 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapes Parcel Application #ic� Health Division Date Issued 1 Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis 'Project AddressU." CDNIIage---- ----_, r Owner - �+ a/Y� A_ddress—_ R__(_ad� 13 _�A� Permit Request"`- ----------------- _ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new, Zoning District Flood Plain Groundwater Overlay J. Project Valuation.r J-06:- - -- -Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach sur porting docurt�intation. L„ Dwelling Type: Single Family Cl Two Family ❑ Multi-Family (# units) yam. Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's ighway�DJ Yam+ ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas 0 Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0 existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 0 Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)C A- -�-NameT- 4Telephorie Nuumber--- ///.�/131 la3v'-' Add dress_ v .' = r°l Gt( P60Y74_LiFense-#-LS.Y..�� 0 J Home Improvement Contractor#7_/1&a/Y`/� Email tfl( h6 (ax Ci/71QQ_/ ,CO/-'?Worker's Compensation # 4M VCy11 UO W ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C S / .SIGN_ ATUR { i^ FOR OFFICIAL USE ONLY APPLICATION# DATE-ISSUED MAP 1 PARCEL NO. ADDRESS - ` VILLAGE Iz OWNER ` DATE OF INSPECTION: s FOUNDATION FRAME INSULATION FIREPLACE �f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ; FINAL !; GAS: ROUGH- FINAL FINAL BUILDING DATE,;CLOSED OUT ASSOCIATION PLAN NO. tf . The Commonwe lth of Massachusetts Print_F07 Department of Fndy. strial Accidents Office of Investigations 600 Was ington Street Boston MA 02111 www ass.gov/dia Workel, s' Compensation Insurance Affida 't: Builders/Contractors/Electricians/Plumbers Applicant nformation I Please Print Legibly M.1. IVIGIVIatial 1 Name (Busi ss/Organization/lndi 'dual): 9 Fieldstone WaY uth ass. U;Mr_3 Address: p:y ;.mo�. .:; 11_ City/State/Zip: k I Phone#: Are you an en.ployer?Check th a appropriate bog: Type of project(required): 1. I am a en ployer with ( 4• ❑ I am a general contractor and I * have hire the sub-contractors 6. El New construction employes(full and/or part- 'me). , 2.❑ I am a so a proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling shipand ave no employeesy These sub-contractors have 8. ❑Demolition working for me in any capacity. employes and have workers' (No wor ers' comp. msuran a comp. in urance. 9 ❑Building addition required. 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a ho neowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself 0 4o workers' comp. right of exemption per MGL 12.❑Roof repairs(/ . insurancerequired.] t ; c. 152, § (4),�and we have no 13.�ther�lJf'ey�e/]Z,,/7 CJY� employees. [No workers' comp. in ce required.] *Any applicant that hecks box#1 must also fill out the section below showi g their workers'compensation policy information. t Homeowners who ubmit this affidavit ind cating they are doing all work ar d then hire outside contractors must submit a new affidavit indicating such. xContractors that ch k this box must a I ttachc d an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the su contractors have'employees,they must provide their orkers'comp.policy number. I am an eniployi r that is providing orkers'compensation i surance for my employees. Below is the policy and job site information. Insurance Comp iny Name: rawAL re- Policy#or Self-i ns.Lic.#: Y r l /L�i .C) ItI 101, - Expiration Date: Job Site Address City/State/Zip Ld, �_aa Attach a copy o the workers';co pensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of GL'c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50 .00 and/or one ye imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the v olator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insura ice coverage verification. I do hereby certi151 under the pains nd penalties of perjury tA rat the information provided above is true and correct Si afore: D l� -p�g—`/ Date: Phone#: —� Official use o dy. Do not write i i this area,to be complet d by city or town official City or Town: Permit/License# Issuing Auth rity(circle one): 1.Board of E ealth 2.Building epartment 3. City/Tom n Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Pers n: Phone#: i ACC>R1:> CERTIFICATE OF LIABILITY INSURANCE DATE(M"12�)14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsenent(s). PRODUCER CONTACT NAME: Thompson Insurance PHONE FAX and Financial Services IAICE-MAIN.L 781 335-1890 AI N (781) 335-9782 389 Union Street ADDRESS: JJTins@Comcast.net INSURE S AFFORDING COVERAGE NAIC# Weymouth, MA 02190-316 INSURERA:Travelers INSURED INSURERB:AIM Mutual MT McMahon and Son Inc. INSURERC:Western World Insurance Co. 19 Fieldstone Way INWRERD:Torus National Insurance Co. Plymouth, MA 02360 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AWL SUBR POLICY EFF POLICY EXP LTR TYPEOFINSURANCE INSR WVD POLICY NUMBER M/DD/Y MMIDD/YYYY LIMITS C GENERAL LIABILITY NPP8202484 9/16/14 9/16/15 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES(Ea cei $ ZOO OOO CLAIMS-MADE OCCUR ME EXP(Arty one person) $ 5,000 PERSOMALBADVINJURY $ 11000,000 GENERAL AGGREGATE $ 2 000 000 GEN'L AGG REGATE L IMI T APP UES PE R PRODUCTS-OOMP/OPAGG $ 1,000,000 POLICY 171 JEC PRO LOC $ A AUTOMOBILE LIABILITY BA 2CB82729 8/31/14 8/31/15 CaFacG�DtSINGLELIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALLOWNED X SCHEDULED AUTOS AUTOS (Per accident)BODILY INJURY P $ N:_1 X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS eraccident D A UMBRELUAB OCCUR 80313L140ALI 11/24/14 11/24/15 EACH OCCURRENCE $ 1,000,000 X EXCESSLIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ $ FB ANDEMPS YERS'LSATIONILIT VWC-100-6014109-201 12/8/14 12/8/15 WCSTATU- X OTH- ANDEMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTNE E.L.EACH ACCIDENT $ 500 OOO OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 500,000 Ifyyes descRIPTION OF O E.L.DISEASE-POLICY LIMIT $ 50O 000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN BLANK ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John J. Thompson ©1988 2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: OWNER AUTHORIZATION FORM (Owner's_Name) owner of the property located at (Property Addres ,v`E1ti� M14. v p� 3 S- (Property Address) hereby authorize U � '�� Ke, , (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Owner's Signature Date � o 1 for I I use _ ;; - �/e�cnuirc+ruaea/N o�'Gl�rt;r.�rlelb License or registration vai'id inA d Al , rtt t� Office of Consumer Affairs&Business Regulation before the expiration datg:If#93� i & tin ' ®ice of Consumer A afire ', ti OME IMPROVEMENT CONTRACTOR 10 Park Plena-suite 5190 - - egistration: _1fi1816 Type' Expiration:^iS/24/20t6 Private Corporation Boston,KA 02116 'I C .,• I 7f� P i MICHAEL T_MCMAHOPI _SON-J[VC. MICHAEL MCMAHON°-`= 19 FIELDSTONE WAY'::,. ' - 4e vaii vrithout sign ; _.. _. PLYMOUTH. Plot d ;i,.1-- L ;�� MA 02360 Undersecretary �► 'P evh $ Massachusetts-D_par arre:r u:pubic 3a�y nrestricted-Buildings Of useBoard of. Building r eg�isalior?s and Sta ems 35, Ail' ®fparr a)ntain less titan 000 cubic feet �ffi� idosed space. e' License:CS-Mill : : q i B ECHAB]L T y y 19 { PLYMOUTH MR. Aure to possess a current edition of the M hus ate Building Cade is cause for revocation o. ,is lice Jam,. " _ �+ � Ib Cc-r�issiener OB15Tf?.896 rr DP5 Licensing information visit wunv.Mass. i, / P5 i i �i ``t t o ; 3 i i ji i i Y �i I`1 • i I 1 _ Jli • i'1 I a ' i I Town of Barnstable Regulatory Services TOAi,xs 0� Richard V. Scali,Director $" MAM Building Division 20111 SEP -4 .; 1-!: 06 ��ArEo �A�O� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us --- D1V1C ,- , Ji_ Office: 508-862-4038 Fax: 508-790-6230 PERMIT# y(�:S�C f FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less v(--C x, 111)LV-LJZ- J 1 Location of shed(address) Village (-7Q4) 9 CtC2 C� Property owner's name Telephone number r r ( C� Z3 Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? U Old King's Highway Historic District Commission jurisdiction? N U If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) O Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 I31.96 o T Wjot36 0—= -2¢•4 Lot /04 L 0 t- /06 i -= o E,ristin i5.00 i 794. Yo 'P.0 OGD POST 20,iD 132-45 - O FU/ T :DRI1/C M1 I / certify that the foundation is located.• ; PL O'T PL AN as shown on this plan and conforms to the Zoning By Lows of the Town of Bornstable. 1,0 T 105. of 1,1,1ss�, COTU/T BAY SHORES GRETE \�, IN ?lo 50HANNON � COTU/T, BARNSTASLE , MASS. 'Jz): 26106 Q Doter 2 /975 mac, �w � � Sco/e / '� _ /97S STE ARCIA•HANACK• R/CHARD ENGINEERING CORP. ✓oe-V 74- o 4 �J', h New Bedford, Barnstable B North Pembrote, Moss. y . (Assessor's map and lot number ..:7�. ...........�............. 7J Sewage Permit number ..... ............................................. THETo�°� TOWN OF BARNSTABLE I BAWST"LE, i "6 o war BUILDING INSPECTOR � '• - I APPLICATION FOR PERMIT TO . ' TYPE OF CONSTRUCTION .......... O....7L+P 1W.F.............................................................................................. ...../l'4..... ............. . ......../ `.......................................19..y`J.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............................ ...........................................� %7F �fl�/ F................................................................................. . .. .. E F9,u�,t��, D4VFI.4 iN .................... Proposed Use ..............................................�........................... ............................................................................... rr � Zoning District ...................� ..�..........................................Fire District C.,6'lv.11� . ....................... ............................................... yy „ . Nome of Owner .....(07 1A'�•�q '.:► %fn PFS.�AI A""!-I Address .........:.D'. AX ��2 r7/!!N%5................. ....:....... / ................................�.. Nome of Builder ..JR!!!�!Q TJ77!{' u! ... � '...rU, D• Address ..........,f. MZ/i/ . ...................................... . Name of Architect 'i6clAl................Address ,, t Number of Rooms ....................................................Foundation !E? 1�...C.. ?t��r`+ �.............'......... ............ ...................�..... . Exterior /i��+'f['C i-� �f�'CJh'�� 17SNI•..SN/y.�`� S Roofing Floors .................... ..............................................Interior .......................;.....e l ......, ........................I................ Heating ............................#AV...............................................Plumbing ..................... /a / ^CEO Fireplace ..................................................................................Approximate. Cost 5 0,,,C>O!? O ...... .............................. ......... Definitive Plan Approved by Planning Board ___^✓�>_ __�1 ____________19.75___. Area �..�? ....... Diagram of Lot and Building with Dimensions �' Fee 11 Ci 3r SUBJECT TO APPROVAL OF' BOARD OF HEALTH S/4A 6- -F 131. s#n' LC`T I05 jrcALF I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..! ..A.�. ... r. . Cotuit Bay Shores, Inc. A=56-1-9` ,-,�r IV . No 17723 Permit for ,, one story, ............ ..................... single family dwelling ...... Q............................................................... Location /Z, Cotuit Bay Drive ................................................................ Cotuit ............................................................................... Owner ..........Cotuit. . . . .. .ay..%} ..Shores. . .,...Inc. .... . . . .. .. .... ......... .. ........ . . ... Type of Construction frame .................. ............ ...........................................................I... ................ Plot ............................ lot .......... ..•105............ Permit Granted June 3 75 Date of Inspection ............... ....................19 Date Completed .............. .......................19 PERMI REFUSED ............................. 19 .............................. ................................................ ............................ ................................................... ........................ ...................................................... Approved ................................. ..... ........ 19 j - ............................................................................... j ............................................................................... l I ,. I' 1 •. � fit. /3/•96 • ' t Y:ar� L o T l05 - 106 'f Existing. / . '�"• fouwC/Pf�on : .1' i5.00 : .r 794. 35 �o P.e& c o TU1 T iv de � 1 4 k / certify that fhe foundation is located' P L O T PL AN as shown on this plan and conforms to the I _ Zoning By Lows of the Town of Barnstable. ®T 105, Y` GF63gss�, " COTUIT !BAY SHORES GRETE JAG /N 80HANNON '� COrvir, BARNSTABLE , MASS. 6105 r 1� F w �� Sco/e / = 1975 '+' Dote 2 /975 c/ R . sTE ARC/A•HANACK• R/CHARD ENGINEERING CORP. 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(508)238-8338 peterspbdesign@yahoo.com Y` • m W v m o CLOSET 0 CLOSET W m cu ii D Z ii D = DESK _X 01 D cn Oz l Z c) o � ° r O O oz o N n D m -----------------------------------------------. g N PROPOSED ADDITION/RENOVATIONS bpE5 Pr N� o SULLIVAN RESIDENCE RESIDENTIAL DESIGN,DRAFTING, § &CONSULTING m 92 COTUIT BAY DR. P.O.BOX 1441 X COTUIT,MA. EASTON,MA. s p (508)238 8338 peterspbdesign@yahoo.com ZONING DISTRICT: RF -- A REVIEW OF FLOOD INSURANCE RATE MAP OWNER OF RECORD: MARK A. SULLIVAN REQUIRED PROPOSED COMMUNITY PANEL NUMBER 25001 C0543J DATED - 92 COTUIT BAY DRIVE �v 7/16/2014 HAS BEEN CONDUCTED AND TO THE BEST FRONT SETBACK= 30'MIN. 79.6' - COTUIT,MA 02630 " OF MY INTERPRETATION, THIS DWELLING IS IN FLOOD SIDE SETBACK= 15 MIN. 50.8' ZONE X AND IS NOT LOCATED WITHIN A REAR SETBACK= 15 MIN. 96.8' _ DEED REFERENCE: DEED BOOK 8705, PAGE 163 SPECIAL FLOOD HAZARD ZONE. BUILDING HEIGHT= 30' MAX.` < 30' PLAN REFERENCE: PLAN BOOK 292, PAGE 26 I hereby certify that the lot corners, dimensions, and setbacks to the "Or 2 1!2 Stories, whichever is lesser. existing foundation as shown on this plan are correct and were based , S' F = on a field instrument survey. Conformance to the Town of Barnstable ; By-Laws and Regulations shall be determined by the Zoning Enforcement Agent. p 0' LOCUS Na.48066 E� LOCUS P LA N �����fa MAP 56 LOT 9 SCALE: 1" = 1000' ` Date Professional Land Surveyor a, MAP 56 LOT 22 6� 3 N sae.2 MAP 56 LOT 10 MAP 56 N LOT 23 / �'o 0 25,591 S.F.CP 160 > N m 16 EXISTING FOUNDATION n O ;A G o 5 > m op �� 19 S6 MAP T2 O56 FOUNDATION "AS-BUILT" AT 92 COTUIT BAY DRIVE COTUIT, MA PREPARED FOR: CAPEWIDE ENTERPRISES PREPARED BY: GRAPHIC SCALE JC ENGINEERING, INC. 20 0 10 20 ,o 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 ( IN FEET ) I inch = 20 ft. SCALE: 1" = 20' JULY 7, 2016 TOP OF FOUNDATION = 39.1'± FINISH GRADE OVER D-BOX= 33.8' PROVIDE EXTENSION RISER FINISH GRADE OVER CHAMBERS= 33.0 - 33.8' 314" TO 1-1/2" DOUBLE WASHED T WITH COVER OVER INLET& F f-REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM STONE TO CROWN OF PIPE FINISH GRADE OVER �ANK Ems.-= 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 33.0' - 33.7' RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION= 38.4'± r5"DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 20) STONE OR GEOTE1/2"DOUBLE TER ASHFABRECD CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN ACCESS 9"MIN. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER (3 TYP) 36"MAX. 1 1 9 PLACE RISERS ON ALL DESIGN ENGINEER, PROP. 4" SCH.40 9"MIN. TOP OF SAS= 30.83' PVC SEWER PIPE CHAMBERS WITH PROP. 4"SCH.40 9"MIN. -\ „ �T,,,,,�� T„ ,,,, �� 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL _ 36"M� ' N'L2 1 PIPES 1 G o Gr- \ ` PVC SEWER PIPE 130.00 36"MAX. BREAKOUT EL= 30.5R4.0' FINISHED GRADE -� SYSTEM UNLESS OTHERWISE NOTED. 6" 3" 2" DROP MIN. 3„ g, f MIN SLOPE 1 a 3"DROP MAX. MIN SLOPE q 1°4 41 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN �- L=15'± PROVIDE WATERTIGHT ELEVATION = 30.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13"� 14 4" PVC IN FROM JOINTS (TYP.) � ��� O 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF t 30.75 SEPTIC TANK 4" PVC OUT TO �� C� O CJ 0 0 00 0 0 C� C� C� � © THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. e LEACHING FACILITY oo -, r--, r , 00 i �o r-, I , 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 31 .00 12„ - ooOUTLET TEE 41 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" 30.50 MIN 30.33 2 oo ao 0 0 0� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6"CRUSHED STONE o 000ooFILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 24.4'TO NEW OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH FOUNDATION COMPACTED BASE 4.0' ( AND DESIGN ENGINEER. 6" CRUSHED STONE cj � 8.5' (TrP) + ! 4.0' 4.83' 4.0' OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 30.00' OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE ! 25.0' (TYP.) ESTABLISHED ON A NAIL IN A 16"OAK TREE AS SHOWN ON PLAN. COMPACTED BASE CM C C C C BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV= < 22.50' PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. Z28-00' 12.s3' R LHHrVIt�Et'C t�1L) VIt1fV 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION LENGTH 10' 6' WIDTH 5' 811 DEPTH 5' 8" Precast Corions p r a991et, MA) CROSS SECTION VIEW 2 - 500 GALLON H-10 CHAMBER. 5'MIN. THROUGH DIG SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT TYPICAL CHAMBER PROFILE 1-888 DIG SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES -NOT TO SCALE o i r h(-,<I ) i I o1'4 tik)A L)ETAI L TO THE DESIGN ENGINEER.NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. rl=';T PIT nA NOTES: T t 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING '."`. �� REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM PERC NO. 15035 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF ZONING DISTRICT: RF _' , s N F4 APPROPRIATE AUTHORITY. t� _'''' INSPECTOR: David W. Stanton_, R_.S_ . EACH SEPTIC SYSTEM COMPONENT. REQUIRED PROPOSED t 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED �`. EVALUATOR: Michael Pimentel, EIT, CSE 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF FRONT SETBACK = 30' MIN. 79.6' iL UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR SIDE SETBACK= 15'MIN. 50.8' 7 } �� v C.S.E. APPROVAL DATE: Oct. 1999 TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST REAR SETBACK= 15' MIN. 96.8' `� 14 DATE: May 9, 2016 PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL . ' . 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. BUILDING HEIGHT= 30' MAX.* < 30' �`', / ' �. Qi TEST PIT#: 1 14, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2, *Or 2 1/2 stories, whichever is lesser. ? i ELEV TOP= 33.00' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. BUT IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. +t ELEV WATER= < 22.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, • FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).rp 4.) EXISTING HOUSE HAS 3 EXISTING BEDROOMS AND IS PROPOSED TO i PERC RATE _ < 2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN REMAIN AS A 3 BEDROOM HOUSE AFTER ADDITION IS CONSTRUCTED. SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. NO INCREASE OF BEDROOMS ARE PROPOSED FOR THIS PROJECT. 4 ;N ',t Z DEPTH OF PERC= 36" 54" `,fl Q LOCUS �,,0 16. PROPOSED PROJECT IS LOCATED WITHIN: MAP 56 N a',. ' �a TEXTURAL CLASS: 1 (!�. ASSESSOR'S MAP 56 LOT 23 MAP 56 LOT 9 m QCa r� 7 OWNER OF RECORD: MARK A. SULLIVAN .('�i LOT 22 l a gl f �. 0" 33.00' ' Fill D + r. ADDRESS: 92 COTUIT BAY DRIVE 32.50* Loamy Sand COTUIT, MA 02630 PROPOSED 1,500 AJE 10 Yr 3/1 GALLON SEPTIC TANK /', 1, {.%" '► f 101, 32.17' FEMA FLOOD ZONE X t� g Loamy Sand COMMUNITY PANEL# 25001 CO543J . 10 Yr 5/6 �� 17. DEED REFERENCE: BOOK: 8705 PAGE: 163 / i it 36" 30.00' y� 18. PLAN REFERENCE: PLAN BOOK: 292 PAGE:26 TREE� SyFo MAP 56 io Aa� ;, -, Pt \ LOT 10 <, It \fl _t0 I t I Sa \ \ N _____-__-____.,, �l „� j• 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 20. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED W A VERTICAL POSITION TO A 0 19��� t. \ \ \ � � � '° �\ .�✓���� . Medium Sand o. r", 11 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A '~r . * C 2.5Y 6/6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. \ • \\ `j , � (2)-500 GALLON H-i 0 LEACHING 5' Dlq� CHAMBERS W/AGGREGATE o \ \ \ 0 FIRE PIT O a LOCUS PLAN c'�i ► �, INSPECT. 126 SCALE: 1" = 1000' " ' PORT 22.50 LEGEND I c No Mottling, Standing or Weeping Observed \ � BENCHMARK DESIGN SOxO' EXISTING SPOT GRADE MAP 56 va�0\ \ Z �� O :-, , o LOT 23 4 -o `�' �\ NAIL IN 16"OAK SWING-TIES .p w 25,591 S.F. + Z -a 0 \ ELEV. = 30.00' 50 - EXISTING CONTOUR PERC NO. 15035 6 EXISTING O 4 W6 APPROX. M.S.L. DESCRIPTION HC 1 HC-2 INSPECTOR: David W. Stanton, R.S. 50 PROPOSED CONTOUR TP 2 NUMBER OF BEDROOMS (DESIGN) 3 -L- m fig' 3-BEDROOM 6 \:� % 33x0' \ Wv EVALUATOR: Michael Pimentel, EIT, CSE TANK INLET COVER (1) 49.4' 43.5' DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED SPOT GRADE DWELLING �`�' \ � � C.S.E. APPROVAL DATE: Oct. 1999 C� TOF=39.1'± PROPOSED TANK OUTLET COVER (2) 46.0' 43.1' TOTAL DESIGN FLOW 330 GAUDAY O TP 1 DATE: May 9, 2016 EXISTING GAS LINE ,� SLATE '°D-BOX" ', --,.� DESIGN FLOW x 200 °!o = GAUDAY o G \ ` p % - �e _�: CORNER OF: STONE (3) 55.1' 54.6' 660 TEST PIT* 2 EXISTING UNDERGROUND UTILITIES '5 PATIO , 330 `�. CORNER OF: STONE (4) 63.2' 69.4' USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP = 33.00' EXISTING WATER LINE T� -w = < 22.50' BUSH�YP)� � � CORNER OF STONE (5) 52.5' 61.0' PERC RATE _ % TEST PIT LOCATION G.a p CORNER OF STONE (6) 42.4' 43.5' - INSTALL 2 500 GALLON H- 10 CHAMBERS - DEPTH OF PERC= PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE W/ AGGREGATE -�C TEXTURAL CLASS: 1 a I 62p SEPTIC DIMENSIONS & SWING-TIE,S PLAN SCALE: 20' SIDEWALL CAPACITY PROPOSED DISTRIBUTION BOX"= ___________ __ _-___-____ ________- _ (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY-- --- Q PROPOSED 500 GALLON H-10 LEACHING CHAMBER �C c�6�" 19 - --- (25.0' + 12.83') (2) (7) (0.74 GPD/S.F.) = 112.0 GAL/DAY 0" 33.00' / REFER TO ARCHITECTURAL DRAWINGS Fill EXISTING 1,000 GALLON SEPTIC TANK FOR SPECIFICATIONS & ELEVATIONS (1) BOTTOM CAPACITY 6 Loamy Sand 32.50' 0 OF PROPOSED ADDITION (3) (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY A�10„ 10 Yr 3/1 O O O PROPOSED 1,500 GALLON SEPTIC TANK c (2) (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 32.17' MAP 56 LOT 25 g Loamy Sand HC 2 � TOTALS: 36 10 Yr 5/6 (6) O �\ 30.00' REV. DATE BY APP'D. DESCRIPTION TOTAL NUMBER OF CHAMBERS 2 O TOTAL LEACHING AREA 472.2 SQ.FT, PROPOSED SITE PLAN #92 O TOTAL LEACHING CAPACITY 349.4 GAL./DAY �>. PREPARED FOR: EXISTING (4) J0H" 3BEDROOM CAPEWIDE ENTERPRISES DWELLING C Medium Sand CHURC ALL JR. TOF=39.1'± 2.5Y 6/6 N 4� (5) t C LOCATED AT 92 COTUIT BAY DRIVE COTUIT, MA 02630 SCALE: 1 INCH = 20 FT. DATE: MAY 16,2016 126" 22.50' 0 40 20 40 80 FEET No Mottling, Standing or Weeping Observed PREPARED BY: RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1"=20' Drawn By JC Designed By.JC Checked By: JLC JOB No.3482