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0065 PHEASANT HILL CIRCLE
�s P�i���- fir ae k J Town of Barnstable BLillding Post This eiso'That it is Visible Fromahe Street=Approved Plans-Must be Retained on Job�and thisCaid Must beKept Posted Unt 1 Final=lnspection.Has Been Made ;" ► '.'. ,�W. here..°a..+..dC. ert .n ... ,t,�. ,.z�t:.... -.sa•��,. a��, .,.�;: ` ,. .., ma,„,�a.rtlei.t PermitificOccupancyisquiredu O lllnspection ha sbenr Nb F Permit NO. B-2013-00882 Applicant Name: WHITELEY PLUMBING & HEATING Approvals Date Issued: 02/11/2013 Current Use: 1310 Structure Permit Type: Sheet Metal Expiration Date: 05/12/2013 Foundation: Location: 65 PHEASANT HILL CIRCLE,COTUIT Map/Lot 002 002-105 Zoning District: RF Sheathing: Owner on Record: COTUIT EQUITABLE HOUSING LLC b Contractor Name WHITELEYPLUMBING& HEATING Framing: 1 a F Address: PO BOX 95 � t 2 Contractor License M9017 CENTERVILLE , MA 02632 Chimney: Description: ONE GAS FURNACE WITH ONE ZONE OF HEAT AND DUCTWORK Est Project Cost: $ 10,000.00 ''Permit Fee: Insulation: $85.00 Project Review Req: '.Fee Paid $85.00 Final:��► L�/3 IZ,Y�- p "Dater 2/11/2013 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 afte:issuance. All work authorized by this permit shall conform to the approved application`and theapproved construction documents for which this permit has been granted. Rough Gas: 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.inspectionfnr the entire duration of the Final Gas: work until the completion of the same. - Electrical The Certificate of Occupancy will not be issued until all applicable signatures;by the Building-and Fire Off ia-Is.are provided on this 111 Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing 2.Sheathing Inspection _ � � Rough: - - _ 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building Department - 200 Main Street ASTABLE. # Hyannis, MA 02601 9 MAS 1639. . (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201207306 CO Number: 20130072 Parcel ID: 002002105 CO Issue Date: 06/24113 Location: 65 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 2 Building Department Signature Date Signed ,w tHE 'OWN OF BARNSTABLE ilding 201207306 i RMW TAME, Issue Date: 12/06/12 - ■ erm t MASS. ArFG 39. A�� . Applicant: BAYSIDE BUILDING,INC Permit Number: B 20122965 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/05/13 Location 65 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 00200210$L= Permit Fee$ 867.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 170,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH RANCH STYLE HOME WITH AVHIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 2 CAR GARAGE INSPECTION.HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: RM Building Permit Issued By: THIS-PERMIT CONVEYS.NO RIGHT TO OCCUPY ANY STREET1 1. ,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY ORPERMANENTLY'ENCROACHMENTS,ON.PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION:` STREET DR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS'MAY BE i OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS�"THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION',.. RESTRICTIONS it MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE YERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS,TO GUARANTY FUND(as set forth in MGL c.142A). Po , ' i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 Brer.(b 18� 1 RIO"�}� c 1 ' aF1IJ 2 2 �u�� �.��I s�•� �a C 2 1 0l ll 3 1 Heating Inspection Approvals Engineering Dept Fi a Dep T v� 2A. d hzq� 1 Duct Leakage Test Form 7. _ Customer)information: ,Test Conditiozis:. Name: Bayside building —-- Date; 4/10/2013 Address: : 1645 Falmouth road Bayberry square Time: City: Centerville Indoor Temperat are(F), Statzip:. -Ma02632 Outdoor Temperature M; Phone. (508)-771-1040 Floor Area(ft'}: 1598 Email: System Airflow(afm): 1400 cooling Size(tons): _.3 Heating Size(btu), 80,000 Buildiia Address: if differentfrorn above• Street: 65 Pheasant hill circle Primary Location of Supply Ductwork: Basement City/State:.:Cotuit Ma 02635 Piimarya ovation of Return Ductwork: Basement Comments: System located in basement on twa zones #1 First floor and#2 Second floor. Second floor supplied and returned by risers in interior and exterior walls.A l.joints seams and connections:sealed with 1580 Venture inastik tape,U1018lb-fx All trunk work and flexible ducts to unconditioned area's insulated with r-8 foil faced insulation,all others insulated with r-6 foil faced insu anon:System tested after rough install wit equipment attached with Minneapolis duct blaster. Total.Lealcap-e Test Depress Press Outside Leakage Test :Depress Press Test Pressure: {Pa) Test Pressure:: (Pa) Baseline.Duct Presstiue(optional).:_ (i'a) Duct Flory,Ring Fan,Press Flow: Duct:: Flow Ring Fan Press. Flow Press, a installed a) cfm): Press.:(PO Installed Pa cfvx .. 67 _ Faw,lvlodel/SN: .. Results: . Outside Leakage(cfm): Fan.MoM/SN: — -- Outside Leakage as Results• System Airflow Outside Leakage as%.....:: Total Leakage(ef n): 67 Floor.Area: Total Leakage as% — System Airflow: Total Leakage:u Floor Area:...: 4.2 E - — W.VERNON erg Whiteley whlte eymm E , INC, .� 28 Village Landing PLUMBING•HEATING P.O.Box 1266 _. "AIR CONDITIONING w,Chatham,MA 02669 SINCE 1952 T508.945,1100 . i► F,508.945.5549 :. vwhite y www.w la.wrn TOWN OF BARNSTABLE 2013 JUN 2 7 AM 10 0 7 riv'IS 7 .= TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel C6 Application Health Division Date Issued t Z' Conservation Division Application Feee� Planning Dept. (G ��� Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation / Hyannis Project Street Address Village L � l- Owner 0 T Address UX �� ���k Telephone Permit Request C a roowl 44e ilk, Ca✓ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 1�t'-1 Flood Plain Groundwater Overlay _ Project Valuation v Construction TypeCICI( -" � � Lot Size Grandfathered: ❑Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes YNo On Old King's Highway: ❑Yes WNo Basement Type: RFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) �>4_ Basement Unfinished,Area (sq.ft) Number of Baths: Full: existing �_ new _� Half: existing new Number of Bedrooms: existing 9-new Total Room Count (not including baths): existing yL new First Floor RocCount G Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New �_ Existing wood/co I stove: Q YeS11 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ n9w sr e_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: �X2a Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ;4 No If yes, site plan review# Current Use Proposed Use t d2✓� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address I er !M: �Qn P License# Ot_5 Home Improvement Contractor# Worker's Compensation # ( A — ALL CONSTRUCTION DEBRIS RESULTINJ3 FROM THIS PROJECT WILL BE TAKEN<&,dwt� SIGNATURE /'t DATE Jl /Z n FOR OFFICIAL USE ONLY APPLICATION# i 'i -.zDATE ISSUED_,,,i+-,, ,..MAP/PARCEL NO- � k r - bi ADDRESS - VILLAGE OWNER I� r DATE OF INSPECTION: LFF T. -. I-FOUNDATION._. ` FRAME 5Otel-Q>319%Xi gmge- 8ogo. k WZJ13 *n r INSULATION q 13 t E FIREPLACE F -i ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL !GAS;, j_• ' (ROUGH-:x •�!� -- FINAL -;FINAL-B.QILDINGI '��.;1 N O� ( a-\ l3 DATE CLOSED OUT '. ASSOCIATION PLAN NO i Department of Industrial Accidents p v Of of Invessfigadens ' 600 Wa§hirtgtora Street F< Boston,MA 0121.11 ww►.mass.ov/dia Workers' Compensation lusurance Affidai t: Builders/Contractors/Electricians/Plumbers Applicant luformation Please Print Le!zibl Name (,Business/organization/Individual): � f s Address: City/State/Zip: WW3.7 Phoner: ` Are you an employer?Check the kppropriate .- Type of project(required): 1.❑ I aru a ern to er with 4. [BI am.a general contractor and I r y b. New construction- . employees(full and/or part-time).* have hired the sub-contractors 2.El am.a sole proprietor or partner- listed on the attached sheet $ El Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for in any capacity. workers' comp.insurance. 9. [] Building addition [No workers comp.insurance 5. ❑ W6 are a corporation.and its r 10.❑Electrical repairs or additions equired.] officers have exercised their I❑ I am a homeowner doing all work: right of exemption per MGL 11:❑ Plumbing repairs or additions myself [No workers' comp. e. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.]t employees.-[No workers' 13:0 Other _. comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who.submit this affidavit indicating they are doing all work and then hire outside'contractors must submit anew affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I arrrc arrz employer that is pYarviding wat°kegs'compensaation insurance for mny ernplaTyees. Below is the policy an jab site nforrr€ertio�r. Insurance Company Name: `� - ` eo Policy#or Self-ins.Lic.#:_ crrT t O�Z Expiration Date: /Na Job Site Address: City/State/Zip: 4 l7 ! 3�— Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition-of.crimivalpenalties of a fine up to$1,500.00 and/or one-year imprisonnipt, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day.against!Lie violatoT. BRe advised that a copy of this statement may be fors=arded to the Office of Investigations.of the DIA for insurance coverage v€rification. I do hereby certify under tjwpains and penalties of pe:juYy ihat fire infor°rnation provided abode is true&ad correct. h Si- atare Date,: Phone n: . Official use ordy. Do Kot write in phis area,to be completed by city or rolvn ofclal City or Toi,m: Permit/License it Issuing Authority(circle one): L Board cf Health 2.Building*Department 3.Ciby/Tovim Clerk 4.Electrical Inspector 5. I'lainbma Inspector 6. Other Contact Peron: Phone#: Client#: 15273 2BAYSIDEBU ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05/16/2012 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 endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil PHONEFAX ac No Ext:508 775-1620 A/C No): 5087781218 Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED INSURER B: Bayside Building,Inc.and INSURER c Bayside Design&Remodeling,Inc. P INSURER D O BOX 9S Centerville,MA 02632 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 CONTRACTOR 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. :: ADDLSUBR LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER MM/DDY EFF MM/DDY� LIMITS A GENERAL LIABILITY CPA O07340920 1/01/2012 61/01i2013 EACH OCCURRENCE $1000000. X COMMERCIAL GENERAL LIABILITY PREMISES Ea oesu ence s250,000 CLAIMS-MADE OCCUR MED.EXP(Any one person) $5 000 PERSONAL&ADV INJURY $.1,000,000 77. X OCP GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS-COMP/OP A06, $2,000,000 POLICY PRO- LOG I $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Perperson) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY,INJURY(Per accident) $. . HIRED AUTOS NON-OWNED PROPERTY DAMAGE $: AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE 'AGGREGATE $ .:. . DED RETENTION$ $ A WORKERS COMPENSATION WC STATU- OTH. AND EMPLOYERS'LIABILITYWCA007340621 1/6112012 01101/201 X TORY LIT TS ER ANY PRO PRIETOR/PARTNERIEXECUTIVE /N OFFICER/MEMBER EXCLUDED? � N I A E.L.EACH ACCIDENT $500000 (Mandatory in NH) E.L.DISEASE.-EA EMPLOYEE $5OO OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable, Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S96172/M96171 LS1 Subcontractor's Insurance 2012 E y :k ?WC Pohc y' N: GL Policy GL:Polk y WC Rohc Sub•Co,ntraetor_ Effective Date Expiration ', Effective Date> Expiration';`` 1.._ All Cape Garage Door 508-398-2757 06/01/04. 10/07112 06/01/04 06/01/12 Baxter Nye Engineering&Surveying 508-771-7622:. 08/11/05 09/20/12 08/20/04 08/20/12 Campbell,William 508-790-3517 08/26/04 08/26/12., 07/13/04 07/13/13 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 08/16/12 Cape Concrete Forms: 508-922-1910 06/05/07 09/29/12 . 12/07/07 06/08/13 Carpet Barn Inc - 508-54&1443. 01/01/06 05/01/13' 01/01105 01/01/13 Chaves,Robert . 508-362-9929 _ 08/13/04: 08/13/12 12/17/04 12/17/12 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 02/06113 Coy's Brook, Inc. . 508-394-8442:. : 04/24/04... 04/24/13 09/21/04 10/01/12.:. _. Davids Building&Remodel 508-428-3214 01/01/07 01/01/13� 06/14/04. 06/14/13 Hill Construction 508-888-8154 04/29/07 04/29/12: j 08/14/04 08114/12 Jeffrey Lauder 508-221-1046 12/09/06 :. : 04/05/12 : DBA:-.N/A Kitchen Appliance Mart 508-771-2221 08/12/04: 08/12/12 01/01/05 08/12/12: MAP Insulation. 5086888-3599 : 10/01/07 10/01/12 :10/01/07 10/01/12 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 . 04/01/13 Pastore Excavation Inc.. 06/05/08 :06/05/12 10/12/08 12/12/12 Wood Floor Specialists 508-888-3958 1 02/03/08 02/03/13 : :. 02/03/08. 02/03/13 AWC Guide to Wood Construgtion in High Wind Areas: 110 nph Wind Zone Massachusetts Checklist for Compliance(7so CNm 5301.2.><.><)1 THE SURFSIDER MODEL,COTUIT MEADOWS Check t £{ Compliance 1 1SCQPE, •-.� t, Wind Speed(3-sec. gust)..-. . ......... ..:::.........,...................•.......................... ................................110 mph Wind Exposure Category.............:... ......... ..L..... B l[� 1.2 APPLICABILITY I Number'of'Stories(a roof which exceeds 8 in 12;slope shall be considered a story)......2 stories s 2 stories Roof Pitch . ................. .........(Fig.2)............................. .......:.........12 s 12:12 Mean Roof Height.................................. .........:.......................(Fig 2)..... ........; ........_............. ........16 ft <33' Building Width,W............................. ..................... ........,(Fig 3).... ........ :.............. 39 ft <_80' Building Length, L.. .................... .... { (Fig 3)..: .69 ft 5 80' I. Building Aspect Ratio(LNV).................... ...(Fig 4).... ....... ....... ........ ......2.0 <_3:1 Nominal Height of Tallest Openingz.:..... ......... .:...:...(Fig 4)..:.............. 1.3 FRAMING CONNECTIONS General compliance with framing connections.......... ( )Table 2 ................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete................ . ........................... ......... :........ .....::.::.:........ ......... .:::..... � . ConcreteMasonry.......................:.................... ..........................::...... ................................. N/A 2.2 ANCHORAGE TO FOUNDATION1,3 f� 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete'only , Bolt Spacing—general .....:. .......(Table 4)............. Bolt Spacing from end/joint of plate...... ..::........(Fig 5)...: ...................... .12 in. 6"—12" Bolt Embedment—concrete..... ......... ....................(Fig 5)... ..............7 in..z 7" [� Bolt Embedment masonr y..::. ..................... .........(Fig 5)....:............ ......... . .. in; z 15 N/A Plate Washer...................................................................(Fig 5)................. ......... ............z 3'x 3"x Y<" . 3.1 FLOORS Floor framing member spans checked .................... ..:....:.(per 780 CM Chapter55)......... ......... ........:. ' Maximum Floor Opening Dimension..*...... ............... .........(Fig 6)...............:. ..................9 ft 5 12' Full Height Wall Studs.at Floor Openings less than 2'from Exterior Wall(Fig 6)....... ........ .......... IN/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...... ..::.(Fig 7).............. _ d . . N/A _ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.::..............(Fig 8).... ........................... .. ;.:_ft 5 d N/A Floor Bracing at Endwalls...........:..:..............:......::..,:..:.......(Fig 9)...:.............. ...................................... .......... Floor Sheathing Type ......... ...:.:... ................... ........(per 780 CM Chapter 55) ..............._...... .........: Floor Sheathing Thickness:......................:.. ..:.................(per 780 CMR Chapter 55)......,................:...314 in. Floor Sheathing Fastening. . ...... . ..:::.(Table 2)............8 d nails at 6.in edge/12 in field 4.1 WALLS: Wall Height Loa.dbearing walls.....:. ......... .................:..(Fig 10 and Table 5).................................8 ft s 10' Non-Loadbearing walls.......,........... ................... ........(Fig 10 and Table 5)........ ...................18 ft s 20' Wall Stud Spacing::. ...... . ........ ........ ..:.:....::.........(Fig 10,and Table 5)......................24 in. 5 24"o.c. Wall Story Offsets ......... ................................(Figs 7&8)........ .............:................._ft <_d N/A AWC Guide to Wood Construe 'on in High Wind Areas: 110 mph Wind Zone Massachusetts Chec ist for Compliance (780 CMA 5301.2.1.1)1 4.2 EXTERIOR WALLS' I { Wood Studs I Loadbearing walls........................................::...............(Table 5)...........................................2x6-8 ft 0 in. Non-Loadbearing walls.................................................(Table 5):...........:...........................2x6=18 ft 0 in. [� Gable End Wall Bracing' Full Height Endwall Studs......... .(Fig 10).. WSP Attic Floor Length.......................... :................(Fig 11).. ......... .:.. ft zW/3 (N/A Gypsum Ceiling Length(if WSP not used). .................(Fig 11).............. ................................26 ft z 0.9W 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 Double Top Plate Splice Length .....................................................6.:.(Fig 13 and Table 6 Splice Connection(no. of 16d common nails)..............(Table 6)............. ...... ..:................... ........6 Loadbearing Wall Connections Lateral(no. of 16d common nails)........ ...................(Tables7)........................................ ....................2 [� Non-Loadbearing Wall Connections Lateral(no. of 1.6d common nails)........: :.:::.....:.........(Table 8).......................... ............3 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........ .:............................... .......(Table 9)........................::. : < 11 Sill Plate Spans .....:.. ......:......:......:..................:...(Table 9)....................................:......3 ft 0 in. s 1 V . . Full Height Studs (no. of studs). ............ :.::.........(Table 9) ...;.........3 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' Sill Plate Spans ...................... :,:.............(Table 9) ............................... 'ft in.s 12" N/A Full Height Studs(no. of studs).......... .. .......................(Table 9) .......:............ ..,..... ..:.::,.. ..:......3 [� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W. Nominal Height of Tallest Opening{2. ......................... 6'-8"<_6'8" [� SheathingType ..................... ....................(note 4).: ..................... ..........................WSP Edge Nail Spacing..:. .:.................. .....:...(Table 10 or note 4 if less):.............................3 in:: FieldNail Spacing...:............:........:.....:..........(Table 10)........................ ........................12 in. Shear.Connection(no. of 16d common nails)(Table 10) ..................... ....:... ..................4 [� Percent Full-Height Sheathing............ .......(Table 10).....................................................::.38% 5%Additional Sheathing for Wall with Opening>68",(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening'....................................................................1..6'-8"s 6'8" .Sheathing Type ..:...........:................. .........(note 4)............... ......... ..:.....................::WSP [� Edge Nail Spacing...... .................... ........(Table 11 or note 4 if less).............................3 in. Field Nail Spacing...... .......::......................(Table 11) ................................ ..........12 in. Shear Connection(no of 16d common nails)(Table 11)........................ ..............................4 Percent Full-Height Sheathing.......................(Table 11).......................................:...............11% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed?..... .......... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance .(7go CMR s3oi.2.1.1)1 5.1 ROOFS Roof framing member spans checked?. ..... ......(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .................................. ............(Figure 19)...............2/3 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12) U=236 plf Lateral..................... ........................(Table 12) ......... ......... ...... .........L=176 plf Shear....:...... ..............................(Table 12) .............................. .......S=77 plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..........::.....................T= plf N/A Gable Rake Outlooker..................:.:.....................(Figure 20).............. ft s smaller of 2'or U2 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)....................... — Roof Sheathing Type............................. ..............(per 780 CMR Chapters 58 and 59) :.:........... . Roof Sheathing Thickness....:................ 5/S in. z 7/16"WSP Roof Sheathing Fastening.,...... ..............................(Table 2)............. ........ ...............:........... .:.,..8d [� THE SURFSIDER MODEL COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: L. 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. lithe 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 18,a 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. 11. 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: IIO nWh Wind Zone Massachusetts Checklist for Compliance (7go cMR 5301.2.i.1)1 f -WHEN THIS EDGE REST3 ON EIWd�NG USE Sd NAtS ATfieoc. I/ 1 .. Y W it ,1 11 -1 11 1 L V ,C 11 1 L N I Y I I I i. le 'u IL li.� 1 Z 11IL li .11 t I! IL 11 1 mi1 rr ii 3 i .,u 1 .. n rt 11 ' Imo....,e,_ -f.C{ I.f r PANEt_ � b: See Detail on Next Page Vertical and Horizontal Nailing far Panel Attachment AWC Guide to Wood Constructs� on in High Wind Areas: 110 rnph Wind Zone P Massachusetts Checklist.for Compliance (780 cMR 530.2.1.1) 1 t a Sze is I u m 1 a FRAMING MEMBERS I r EDGEITFERMEDLUE i 1 ? r , . 1 STAGGERED 3"MMJ WL PATTERN PANEL PA1�H_EDGE r DOUBLE NAIL E�7GE SPACYIG DfiTAL Detail Vertical acid Horizontal Nailing for Panel Attachment 4 zd of and P0.2-ax 95 � I FL LE+ A fE 632 • a aa l`et1 � .rQ(�.j �ub>c�ee9931a ')(f GP1 9 c,e. :ail'ur"tg pos=p--:�a cu rr enf W'ixMn pf h MaNs ch,y F Sate Lu'ilcfi g;.0 a�s aWse FQr repo�j3�rof th�Gi.en e: Par DPfi�ieens�ri�infiirmatioin visit: vivad?r8ss-GqufEpP p °fJXE rod, Own. of Barnstable. . Regulatory Serlv�ices t $ NMUM MASS '$ Thomas F.Geiler,Director �'�OrsD 1 -14.1 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w w.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508--790-6230 Property Owner Musa Complete and Sign This Section If Using ABuilder - I, F-fl0-V\ ds Ovmer of the subject property herby authorize _ f�.2�4� (✓`� to act on my behalf, in all matters relative to.work authorized b7 tU building permit application for; , all (Adch-ess of Job) _ Sig of er Date Print 1Vame ' Q:FORh4S:0WhTER1ERMIS S1011 I - REScheck Software Version:4.4.1 Compliance ,' Certificate Project Title` THE SURFSIDER: Energy Code:: 2009 IECC Location:. : Barnstable,:Massachusetts . : Construction Type: Single Family_ Glazing Area Percentage: .14% Heating Degree Days: : : 6137 Climate Zone: -5 .. Construction Site: Owner/Agent: : Designer/Contractor:. COTUIT MEADOWS ::. BAYSIDE BUILDING,INC. Compliance:Passes using UA trade-off Compliance:6.7%.Better Than Code Maximum UA:284 Your UA:265 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. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling.(no attic) 1588 38.0 0.0 42 Skylight 1:Wood Frame:Double Pane-with Low-E 18 0.340 6 TOTAL WALLS:Wood Frame,20 o.c. 1649.. 21.0 0.0... 77 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E .186 0.340 63. Door 1:Solid .. 42 0.260 11 Door P:Glass 42 0.340 14 TOTAL FLOOR:All-Wood Joist/Truss:Over Unconditioned Space 1588 30.0 0.0 52 Compliance.Statement: The proposed building design described here its consistent with the building plans,specifications;and other calculations submitted with the permit application.The proposed building has been designed to:meet the 2009 IECC requirements in REScheck Version 4.4.1 and.to comply with the mandatory requirements lisled in the REScheck Inspection Checklist: N . e Title: Sig. ture Date . k i i Project Title:THE SURFSIDER Repot dater 11/19/12 Data filename:C\Users\Fine Line Design 1\Documents\REScheck\THE SURFSIDER.rck Page 1 of 4 REScheck Software Version 4.4.1 .Inspection Checklist Ceilings: ❑ TOTAL CEILING:.Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: Ll TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features,: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0..260 Comments: ❑ Door 2:Glass,.U-factor:0.340 Comments: Floors: ❑ TOTAL FLOOR:All-Wood Joist/Truss:Over Unconditioned Space,R730.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor.decking. Air Leakage: 0 Joints(including.rim joist junctions),attic access openings,penetrations;and all other such.openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weathemtripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ :Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: ❑ Building envelope airtightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title:THE SURFSIDER I Report date: 11/19/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE SURFSIDER.rck Page 2 of 4 i (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. '(c)Above-grade walls:Insulation is installed in substantial:contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or .sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are.thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor,of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification andanstallation: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions.. Insulation is installed in substantial.contact with the surface being insulated and in a manner that achieves.the rated R-value. Materials and equipment are identified so that compliance can be determined: C] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors:are clearly marked on the building plans or specifications. Duct Insulation: l] Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R=6. Duct Construction and Testing:: Ej Building framing cavities are not used as supply ducts. (] All joints and:seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts.are substantially airtight by means of tapes,mastics,liquid sealants,gasketing'or other approved,closure systems..Tapes,mastics,and fasteners are.rated UL 181A or UL 1816 and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a.minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam.. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced.on the exposed portion of the joint so as to.prevent a hinge effect: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g:(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 127A cfm(8 cfm per 1 O ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 190.E cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test With air handler installed:Less than or.equal.to 95.3 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential.of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to.63.5 cfm(4 cfm per 100 ft2 of conditioned floor area). Heatingland Cooling Equipment Sizing: 0 Additional requirements for equipment sizing are included by an inspection for compliance with the]nternational Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 0 Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. Project Title:THE SURFSIDER Report date: 11/19/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE SURFSIDER.rck Page 3 of 4 Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have cover on or at the water surface.For pools heated over 90 degrees F.(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. - Lighting Requirements: A minimum of 50 percent-of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp.wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees_F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on.or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) i I: Project Title:THE SURFSIDER Report date: 11/19/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE SURFSIDER.rck Page 4 of 4 i 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): D.. _ . Window 0.34 0.34 Skylight 0.34 0.34 Door 0.26 0.34Heating & . Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: SMOKE D�ETI C7: KSVD, D OARNSTABLE 0 ILDING DEPT. O FIRE DEPARTMENT DATE z 2 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ~N z 00 Ul FRONT ELEVATION o SCALE: I/4° 1'-0° - N 30 w Q zQ w w ~ p aH H lu �� YU P 3 w ~ J SWEET REAR ELEVATION ®® SCALE: 1/4' I'-O° Alr-\ I I I I I JOB. 1220 --- __--- 1 J� DRAWN BY. KW ----- --— J DATE: II/To/I? Z � 12 Z a O � J m I u IL 0 � .. Y LEFT ELEVATION 4� o SCALE. VA' . V-O° IL .N O wQ u z tLI N Z to 0 H H YU > Q to LU 3 # w to �O J L---J SHEET RIGHT ELEVATION ELEVATION A2 SCALE: 1/4° . V-D' GB 1210 DRAWN BT: KW - �I DATE: 11/70/1� • J 69'-O' m f DECK= f m m le �I �aF J M�M 11'-W CATHEDRAL :o FIAT IV-,W CATH DRAL E 2A c• v HEDROOM fit 6,_� KITS EN O R r, CARPS W w c _ CARPET I — ———————— -- eARPET 13'-0. ' B'-6 22'-4' O G' 14'- 1/2' 14'-O'CATHEDRAL O ILE ® DINING L— -- T (2)II]/0'LVL— _ •rr(++� ■�� w•[bo]/D• - - CONTINLGU9 - w TM 10 - 2f' 24 OAK UCNRAL STR RIDGE - m 2` I " ® Z r-a M O 143'-B• . .a_3• ` O 2E ABA A�ABOVE IlO fO T/! wC - (2)II]AY DG 1 2)µ• VI.PAR AMI® 2 ��-WVC 2 TILEI '_4' ' m 2A 2A PARALAN � 211 FIRE 4 GHT ' 4'-]" 14'-O'CATHEDRAL H RATED N T. 10 LIVING ILCCC[ OAK El 9-10• 0 rPU-T DCVOl, m � II'-0•CATHEDRAL I 9TA1RS I c BEDROOM #3 _ FLOOR L—AewE— CA J N e RPET - 0----- TRAM or -- ------- —a ABOVE ' AA )p AN S 53 S/B'z 21• LALLT COLUMN LALLY COLUMN p L -- - W12O2 STEEL ABOVE W STORAG ABOVE TW 2"0 a L Q GARAGE v-vu Q- . CONCRETE SLAB Q PITOI TOWARD DOOR 3 O � o � o W V-2' 74K'O.N.DODR cET AD (B II 7/S V' NDR SEE DETAIL APRON SWEET 4'-3' 9'-0• IB'-5' 2'-]' -O• 16'-0" '-0° _ IS'-0' 24'-2° 20'-0° JOB: 1220 DRAWN BY, KW DATE, 11/2O/12 16'-0" 2-210= I xx4 P.T.POST I W I GALV.FIETAL POST ANCHOR �•SULK WFAD �2 IY•SGNO FOOTING TLBE'PIER BRKK CAP Q I - W 51WOOT I - IF) C +■ w I u' +a V 1 ,I n� 1 r- TOE � 'I r- ir °nu - II — J IL eo- IIIIi•; Ii�II T `�-- J;L N �� ��— — 5— —4c- 10'x7 9'CON—C — E- - ETE WAL 20'.10' OrF�ING RfAR L 4 LITE IILII',•'`�;:..iIi�I-r - T.O.N. R TIE RE AW 7-4' 7-4' 7-4'L RY Q_ TmQ�>ri� _ <I I M 0 qm i"I W2, ---- W - 3-2x12 GIRDER r 8 I/Y VI STEEL J .• I - Cm.TYP. 1- r -- -- --- ----, r f-------.---- r--- I I I - A FULL BASEMENT Q r _•. I I_.I I I e v�•VAIM elwWEx o ?I 6 S'x7-9°CONCRETE WALL I 16'x10°CONT. FOOTING L I { O L - NP %.I 2'OFFSET TO 24'-0. wGN NAus Is,_Io, U Q b z g — -- — --� L — —— , VI I'§I o W If'I Q -------- -- — -- GARAGE— 'CONLRETE slA6 I I 11J�- Q STEP I I }I Irl a� z b NOTEl sTEP 5/0'ANCHOR BOLTS CONLRE'TE 5'-2' EMBEDDED 7' 0Rw 12'FT�1'1 I - I I Q In TOP OF PoLg4mTION C SPACED 3 O.E. 12°FROM CORNERS I e"x3'' NC CORETE WALL WASHERS 3°x3°xl/4° - I I DROP 1CONT.D�ING i' L J :.I �O FOUNDATION PLAN SHEET SCALE: 1/4" - 1'-0" A ///��� 4 I-9' I6-6' I-9• 24'-2• 20'-O' 9'-10• 69'-O' JGSi 1220 DRAWN BY. KW DATEi II/20/12 N • • g Uo Z g R✓•I La RIDGE VENT (2)Will'LVL STRUCTURAL RIDGE BOARD W *_* - B.T CM PLY.SHEATHING -^ • • ASPHALT SHINGLES M 2¢BLOC ING A'-0'O.O. •� O.I I K .C. a41 r 2.6 DORMER RAPTERS �I Q - W FIRST TWO RAFTER ►w a: tI� OATS FROM GABLE WILL Ta DORMER' VI■ � w GT-W—Al.CEILINGS: 53 WW x 21' M MAINTAIN AIR SPACE 1T-&LIVING/DINING ul AxA 12-0III TBFDI i I VENTING DRIP EDGE /1 RMiOJ WIND YA4511 BARRIER RFLUIR® WITE PA U TO _ T E(TERM E"m MITER' WALL RIDGE TO COLLAR TIES a 1 I IxO FASCIA rM O PLA a STORAGE AREAS I I IxA SECOND MEi SIMPSGN H2.5 • 16 I ALUMINUM GUTTERS AND DOWN SPOUTS m FASTENERS AT ALL PRIQE BOARD AND MOULDINGS •! IIA. - JUNCTIONSTOP�TE 5 STRAPPING I1 1/2'GYP.BOARD I 1 I II I KITCHEN v I El STUDS•24•-oc. 1 I RM F.G.INSULATION C1 L09ET1 I ITTVEK WRAP(of, EQUAL) 9/A'OE8 911BFLOOR W.C.SHINGLES ) FM INSUL I t T.2x.SILL♦SILL SEAL - ZKIO'.I K'O.C. ANCHOR AT S2'O.C. N 11-2.12 GIRT t 3 S 1/2'9TE3EL(OLIAaS MR STAIRS 3-202 STRINGERS U 'e BASEMENT W W . pF 13-4 _ 5 1/2'CONCRETE SLAB (O�'x)T�-9'PROM CONC.WALLS U) F- Z (2)Ill REBA.R TOP 4 WT i b/) BERL Tc:,AOE� a N O w J U U N Q'o 3 # GROSS SECTION w SCALE:VA• t'-0' ::E O j J SHEET A5 J05: 1220 DRAWN BY. KW DATE: 11/20/IZ l _ N EKTENO OR TO CORNS O IN i 2z6 DEL TOP PLATE .r RAFTER O 16'O.G. IN FULL HGT,STUDSl Z JACK STUD NAIL TOP PLATE _ TO BTM OP UDR APPLY SIMPSON MMSTAIS CONNECTOR N2.5 O Eq.RAFTER n W/2 Rows OF I6d NAILS R 1 ON THE INSIDE FACE OF HEADER �_nJ m V O.C. TO EACH JACK STUD _ Y J n 5TRUCTURAL PANEL HEADER TOP PLATE 1F.�� 1' NAILED W COMMON ,y CONTINUOUS HEADER O S'O.C.EDGE AND FIELD = CORNER TO CORNER - iLl.t OVER MULTIPLE OPENINGS ,•' 0 _ Q DO kW" Y, OR TRIMMER STUDS • '} - ORAFTER TO PLATE CONNECTION ,V 4. SCALES N.T.S. W-5/0'ANCHOR BOLTS II W QT / N AS PLATE WHERS w - EAARRow wAiL secnoN II SHEAR WALL COMPLIANCE: W m'. DOUBLE ROW - STAGGER NAILI x W. VERTICAL EACH WALL RUN - IHro Borth PLATES - bdNA11 SHEATHING WITH 2.6 DBL TOP PLATE N n Bd NAILS IL ED R FT FIELD Q � S ' (4)I6d NAILS PER FT HOTTOFI PLATE � I * W L. 15L OF EACH WALL RUN pA O VERTICAL SHEATHING WITH In Bd NAILS 3' EDGE/12' FIELD W (4)16d NAILS PER FT BOTTOM PLATEffii I'll {l� VERTICAL A i '" z PANEL MAILE�DTBd�-ON Y IL7 a o NARROW WALL BR GIN A RA E DOOR AND 12- NEDPIIELD T I In a SCALES N.T.S. "8i+e VERTICAL STRUCTURAL PANELS , STAGGER NAILING- BREAK ON SECOND FLOOR k ° INTO BOTH PLATES RIM JOIST 2.6 DBL TOP PLATE t39,�y AwG " 5 'I �jE{ SECOND F Z w j ;fl y S r RIM JOISLOOR T W J VERTICAL - VERTICAL 'd ty{ - I;y,' Q Q STRUCTURAL PANEL `'1 '� STRUCTURAL PANEL x y fl F QI NAILED Ed COMMON k 'A NAILED Ed COMMONt- m 'O.0 EDGE iu H J�� d O 3'O.C.EDGE D 12I° N FIELD �. AND 12°IN FIELD AMS N U IS I � 34 M Q� N '�aT � a � � w � DOBLE ROW DOUBLE ROW 'I 11 9 li STAGGER NAILIN fi 'yy �, ] STAGGER MAILING- 0 INTO BOR AND SILL - INTO BO%AND SILL SHEET 'I A�II OFULL HEIGHT SHEATHING -SINGLE FLOOR ®FULL HEIGHT SHEATHING -MULTI FLOOR 220 SCALES N.T.S. SCALE:N.T.S. DRAWN By, KW DATE, 11/20/12 ` �0 Commonwealth o#'Massachusetts, s 3 � I M�L/� r1 Date: Permit#_D.Q 'FIB 1.12013 Estimated Job Cost: $ Permit Fee:$ e Plans Submitted: 'YES., NO 4N-OF,BAR viewed YES ' t NO Business License# Ro n Applicant License# 7 b F� Business Information: Property Owner/Job Location Information: Name: - Vern Dfl �� I (� , Name: fet;G 5 Street: C� V l 1 la pa, UM)Iq Street: Wl) ' C �U f71�'I I /�de _ <. City/Town: n CI - ty �• l: Q_{'V1 - City/Town: Telephone: ' 9y5 00 Telephone.. . Photo I.D. required/Copy of Photo I.D. attached:; YES NO Y• -Staff Initial $q". J 1 /M-1-unrestricted license :z J-2/M-2-restricted to dwellings 3-stories or'less and commercial upe to 10,000 sq.ft./2-stories or less Residential: 1-2 family -Multi-"family, M'° 'Condo/•Townhouses- ` Other w•.- Commercial:` office "' Retail• "Industrial Educational Institutiotial Square Footage: under 10,000 sq.ft.',y over 1.0,000 sq. ft., Number of Story mC w ,- Sheet metal work to be.coin leted New Work y Renovation: ' HVAC Metal Watershed Roofing Kitchen Exhaust System Y? Metal Chimney/Vents Air Balancing .' Provide detailed description of work to be donef r C7. One G� rnam 041 'a m CCC S , INSURANCE COVERAGE: _ I have a curent'liabili insurance policy or its equivalent which meets the requirements of M.G.L. Ch.112 - !YesX No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy _ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner.❑ Agent ❑ Signature of Owner or Owner's Agent � ��f.�.. a •<-'�s - . • , v By checking this boxEl,1 hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my.knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. + Duct inspection required prior to insulation installation: YES NO Prol4ress Inspections Date Comments K _ a Final Inspection r - Date" - - - - - - - - - - - - Comments- - _. Type of License: By ❑ Master Title ❑Master-Restricted CityrFown ❑Journeyperson Signature off Licensee - Permit# ❑ m a/�/ ! Joueyperson-Restricted 'J License Number: Fee$ ❑ _ Check atwww.mass.gov/dpl Inspector Signature of Permit Approval The Commonwealth of Massachusetts _ = - Department of Industrial Accidents _ - Office of Investigations i 600 Washington•Street y " -Bostori,fi MA 02111 www mass gov/dia. .Workers' Compensation Insurance Affidavit:'Builders/Contractors/Electricians/Plumbers Applicant Information - I '= Please Print Legibly Name(Business/Organization/Individual).. e o ��f W w uN. u a In � �n,C_ Address: %I I p 6 ox 1 d h L City/State/Zip: LUc s 0{4 A a l A m. Phone#: ).9 9 - P o 0 Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4 9 4 .❑ I am a general contractor and I u * have hired the sub-contractors 6: ❑New construction` .employees(full and/or part-time) - - 2_❑ I am a sole proprietor or partner listed on the attached sheet. 7. '❑Remodeling ship and have no employees 'These sub-contractors have'. ❑ ` r, 8.-. Demolition working..for me in any capacity. _ employees and have workers' [No workers' comp. insurance.; comp,insurance,} 9. ❑ Building addition required.] 5. ❑ We'are a corporation and its 10.❑Electrical-repairs or additions 3,❑ I am`a homeowner doing all work officers have exercised their 11.E Plurnbingrepairs or'additions myself o workers'.com 4 right,of exemption per MGL: Y � P 12:❑ Roof repairs insurance required.]'� c. 152, 1'(4),and we have no employees. [No workers' 13.0 Other ' comp_,insurance required.] *Any applicant that checks box C must also fill out the section below showing theii workers'compensation policy information: - t Homeowners who submit this affidavit indicating they are doing,all work and then'hire outside contractors must submit a new affidavit indicating such.. _ tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number- lam an employer•that is providing"workers'compensation insurance for hty employees. Below is the policy and job site information. , Insurance Company Name: W A u s-- Co Policy#or Self-ins.Lic.#: w E-C- Z I'1 - o o 3 O ) :1__ `Expiration Date: /o i o J 3 Job Site Address:' y a r`1 o'us' City/State/Zip: N.A Attach copy of thefworkers''compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required`uuder Section 25A of MGL c.'152 can lead to the imposition of criminal penalties of a fine up to$1,560.00 and/or one-year,imprisonment,'as well as civil.penaliies in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy.ofthis statement may be forwarded to the Office of Investigations of the DIA for insuran coverage verification. I do hereby certify under'und5r'52 a e o perjury:that the information provided above is true and correct 'Si ature Date: /d / Phone#: 6�� 9 9 , — iloo Official use only. Do not write in this area,it?.be mplet fd by rity or town,official. s City or Town:,. , ermit/License# ' # Issuing Authority.(circle one). 1.Board of Health 2.,Building Department 3.City/Town Clerk A.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#:48736 VERNWHI ACORD_ CERTIFICATE OF LIABILITY INSURANCE �ATE,MM/DD/YYYY, 10/01/2012 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 endorsement(s). PRODUCER CONTACT NAME: Karen A.Walther, CISR Rogers &Gray Ins. PHONE 508 760-4630 A/C,No: 877-81612156 A/C,No,Ext: - 434 Route 134 E-MAIL kwalther ro ers ra com ADDRESS: g g Y• - I South Dennis, MA 02660-1601 INSURER(S)AFFORDING COVERAGE NAIL 4508 398-7980 INSURER A:Arbella Mutual Insurance Compan 17000 INSURED - - INSURER :Wausau Underwriters.lns.Compan - - W.Vernon Whiteley Plumbing„&Heating INSURER CArbella Protection Co 17000 Company, Inc. &Chatham Sheetmetal, Inc INSURER D: P. O. Box 9266 INSURER E: West Chatham, MA 02669-1266 _ 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 CONTRACTOR 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 ADDt.SUBR, POLICY POLICY EXP- LTR TYPE OF INSURANCE IINSR I WVID POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY I8500052832 10/01/2012 10101/20131 EACH OCCURRENCE' S1,000,000 X COMMERCIAL GENERAL LIABILITY- - - DAMAGE TO RENTED S 300,000 'PREMISES(Ea occurrenceL CLAIMS-MADE 7 OCCUR - MED EXP(Anyone person) S15,000 PERSONAL B ADV INJURY S 1,000,000 - .. GENERAL AGGREGATE 52,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X - (PRODUCTS-COMPIOPAGG 52,000,000 POLICY X PE LOC S. . AUTOMOBILE LIABILITY .COMBINED SINGLE LIMIT 1020006346 10/01/2012 10/01/2013,fEaaccident) 51,000,00-0 ANY AUTO I - BODILY INJURY(Per person) S " ALL OWNED X SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS - - - " X HIRED AUTOS X NON-OWNED - - - PROPERTY DAMAGE 'S AUTOS - .I I (Per accident I . S A X UMBRELLA LIAB, ",OCCUR 4600052833,. 10/01/2012 10/01/201 3 EACH OCCURRENCE S4,000,000 EXCESS LIAB`, I CLAIMS-MADE - AGGREGATE S4,000,000 DED I X RETENTION SO B WORKERS COMPENSATION WCCZ1'1260053011 101011201.2 10101/20131 X WC YT 1M T ` OR" AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? I NJ N/A E-L.EACH ACCIDENT s500,000 (Mandatory in NH) _ E.L.DISEASE-.EA EMPLOYEE s500,000 - If yes,describe under DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT s500.000 DESCRIPTION OF OPERATIONS?LOCATIONS/VEHICLES(Attack ACORD 101,'Additional Remarks,Schedule,if more space is required) - Plumbing, Heating, HVAC'service &instal-lation. . CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED, IN 200 Maid Street "ACCORDANCE WITH THE,POLICY .PROVISIONS. ` Hyannis, MA 02601' AUTHORIZED REPRESENTATIVE ©198 -2010 ACORD CORPORATION:All rights reserved. ACORD 25(2010/05) 1 .of 1 The ACORD,name and logo are registered marks of ACORD #S88017/M87928 , TLH ' _ �T 11 HEr ti r Town of B -na-stable 4 RegulatorySez vices uxsrA�r g Thomas F. Geiler,-Director fa> BuiIding Division, Tom Perry,Building Commissioner c 200 Main Street, Hyannis,MA 02601 ww?v town.barnstable.ma.us Ofce: 508-862-4038 ' } Fax: 508-790-6230 Property Ovine r Mus t Complete_and. Sign This Section If USi-a A.BUilder as C)WaEr of the subject_property � herebya�rlionze - to act on in all matters relative to Work autlho iz. d'bytbis build ng'pemut applica on for. (Address of J.ob) Signature of Owner : Date Print Name i If P rty Owner is, applying forpermitpleaseeomplete the; Homeowners.License Exemption.F-0rm on dhe reverse side. Q:FORMS:OWNEUERMISSIDTI ' _ ICI ~:> ,COMMONWEALTH OF MASSACHU:SETT:S � r r •o a :r• •Do ° :SHEET METAL WORKERS AS_A BUSINESS ° ISSUES.THE ABOVE LICENSE TO ERiC T. WHITELEY f W 1lE;RNON ,WHITELEY PLBG AND _ 28 `:V.ILLGE LANDINGI PO BOX 1266 W CN.ATHAM MA 02669 U00 I 160 12/22/14 292.629`. :. ° ---------------------------- :COMMONWEALTH OF MASSACHUSETTS . SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: ERIC 'T WHITELEY _m PO BOX 248 WEST . CHATHAM MA 0266.9-0.248 2967` 02/28/14 119423 Pold,Then Detach Along All Perorations r � 4CM(JSEdTTS. ; y78�1c�A1NIST` t_ � W CHATH M, MAfox " ' F ,;3 f rc r s TempPareelEdit Page 1 of 1 / -.i - `"'"!k , Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parc Application Center Road System Reports Road System The record has been added. New Parcel Detail ... ........... New Mapparcel: 002 002 105 I I Street Number: 65 W Unit Dev Lot LOT 105 Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: T /R Villlage: 07 - Cotult Part of M/P: MCL _.�.AP_ 002_...._,. P.,._1 ._002, , .w..._ Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: U dafe ' �Dele et �� Add Another: ' httn-//i ssn l2/Tntra.n et/Prondata/TemnPareelEdit.asnx?ID=Add 1/16/2008 0 Foundation- Certification in Barnstable, MA ' Prepared For : Lot 105 N #65 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D� , OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed. Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone (508) 771-7502 Fax (508)-771-7622 Job Number. 2005-214 Scale : 1" 26' 01-02-13 M Co o w " Z N 1� O , N O 2 . LOT .104 S LOT .105 10,806f S.F. °0' Iry o OPEN SPACE 0.25f ACRES �. Sec\ 4c0 O N 35 9, o� p N _ h 35 2 A-- Q+ 70! SET 6S, k O / ^� Q Colb , LOT 106 4 46 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 jN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, SHANE M. m BRENNER THIS. PLAN IS TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. No.45917 sj�FG/STER OJ oQ RE RED' PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING &'SURVEYING DATE 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 PLANS. SMH #30 0 / 4. COMMUNITY PANEL NUMBER: 025MI 0021 D INV OUT-59.99 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. �r SITE IS NOT WITHIN AN AC.E C. (AREA OF CRITICAL ENVIRONMENTAL M CONCERN). / SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 00 yr WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Q j J HABITATS OF RARE WILDUFE" FOR USE WITH THE MA WE-RANDS Z co PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP _ ----- MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 -PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) 0 • SITE IS WITHIN A STATE APPROVED ZONE A GROUND WATER O ` RECHARGE PROTECTION AREA \ CONSTRUCTION NOTES: `:� 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE 00 / SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED VEGETATED 12" DEEP '\ `\ (0 ' 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. RAIN GARDEN (125 `\ \\ / Q 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM C.F. STORAGE) \\ i r `" THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, TOP-63.0 `BOTTOM-62.0 `\\ �' / c� �, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. LOT 104 _ / 3. SEWER BUILDING CONNECTIONS. \ s5.0 m s , \\\ � r , / ;� % MIN. COVER SHALL BE 3 FT. \ - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 0 0•�,je� a AS REQUIRED BY BARN57ABLE DPW. \ x £ C19 / - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1 X. 62.0 65. �\ 65.0 S \ r \ 1700 . OPEN SPACE \\� \ N50 '\\ 66.25 �oQ c7 r r ??°, -66.50 �' �v �r �o �, Cotuit Meadows Subdivision `\ z 65. � A'ss� o '°Rai Cotuit-Barnstable, Massachusetts 66.25 N °R;�£w° `� LOT 7 ,,.0, `y �s � PREPARlsD FOR a� 68 '' o - COTUIT EQUITABLE HOUSING, LLC S INV.-60.12 4, 3S.g0,\ `\ 6-- �x ► 65 2 ,-__ R 0. Box 95 x s5. --" Centerville, MA 02632 W CLEAN L- i-.`h .2.0, \\ OUT Tm.E e.° o wq o S INV-58.69 Site Plan s3.5o h LOT 105 - ?a op CURB r Lot 105 ~ 65 Pheasant Hill Circle x �\ 10,806E ,S. STOP 3 LOT 6 t.so 0 61.50 p 0.25E ACRES A �., . TATTED 12� 3�' w 63� b BAXTER NYE ENGINEERING & SURVEYING DEEP.�4 �.O GARDEN (125 6 F. 11 x 63.0 3.0 N ¢ STORAGE) PROVIDE (1) 8 DIA. x y , � � 2%74 Registered Professional a TOP=61.0 6 DEEP LEACHING x 63.50 64.50 >� ' BOTTOM=60.9, BASIN W/ 1 STONE � LOT 106 ` x / ---- Engineers and Land Surveyors b i SURROUNDING (OR =V:° 78 North Street,3rd Floor,Hyannis,MA 02001 ;4 ALTERNATE EQUIVALENT r r VOLUME OF 289 CF) ------" Phone-(508) 771-7502 Fax-(508)771-7622 CONNECT ALL ROOF i N / - DOWNSPOUTS TO i v i SMH #31 INLEACHING BASIN ,' INV IN-58.42 INV OUT-58.32 20 0 20 40 3 SCALE IN FEET �O O / � SCALE: 1" = 20' DATE: 11-26-12 C� , N r {U l i LOT 5 REV. DATE: REMARKS LOTm 105 Z r rr W J 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw r 2005-214