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HomeMy WebLinkAbout0003 DOVETAIL LANE OT- Town of Barnstable Building Department - 200 Main Street fA ASS.M . * Hyannis, MA 02601 9 MASS 16g9. (508) 862-4038 �Fo MP't s 'Certificate of Occupancy Application Number: 2.01204687 CO Number: 20130028 Parcel ID: 002002124 CO Issue Date: 03/28113 Location: 3 DOVETAIL LANE 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: ,Building Department Signature - Date Signed _ TOWN OF BAkNSTABLE fi^. • „ . �oF twE r�� Bull 20" 12 0 687 • BARNSTABLE, Issue Date: 08/14/12 Permi 9 MASS � 1639. �► Applicant: BAYSIDE BUILDING pr�o A PP ,INC Permit Number: B 20121909 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/11/13 Location 3 DOVETAIL LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME " Map Parcel 002002124 Permit Fee$ 918.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 180,000 i Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A(3)BEDROOM,(2)BATH CAPE WITH AN ATTAC EDTHIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 CAR GARAGE-AFFORDABLE 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 c^� Application Entered by: RM Building Permit Issued By: THIS P.ERMTT�CONVEYS,NO RIGHT TQOCCUP.Y.ANY STREET,-ALLEYOR SIDEWALK OR ANY:PART THEREOF,EITHER TEMPORARILY�OR`PERMANENTLY ENCROACI-IMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY'PERMITTED UNDER THE BUILDING,CODE,MUST BE APPROVED;BY THE NRISDICTION. STREET OR:ALLEY'GRADES AS WELL AS DEPTH AND,.LOCATION.OF PUBLIC SEWERS MAYBE OBTAAIED FROM THE DEPARTMENT OF PUBLIC WORKS.'THE ISSUANCE OP,THIS PERMIT DOES.NOT RELEASE THE"APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS - 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). .'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. r PERMIT WILL BECOME NULL AND,VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF ' DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO,GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �F y Z -1 01 A 1 1 a F P aJG� /02 tjSgo lz�lz YID-P�- 2 / �r Ire 2� - a�.�-� ok 3l?.g��3 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board oUlealth r5 �_ . . .. - _,,;, F TOWN OF BARNSTABLE uVe B fluffing 201300254 BARNSTABLE, Issue Date: Ol/23/13 Permi 9 MASS. i639• Applicant: BAYSIDE BUILDING,INC Permit Number: B 20130175 RFD MA't a Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 07/23/13 Location 3 DOVETAIL LANE Zoning District RF Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 002002124 Permit Fee$ 51.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 50.00 License Num 005645 Est Construction Cost$ 10,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND FINISHING ROOM ABOVE THE GARAGE TO BE'A OFFICE THIS CARD MUST BE KEPT POSTED UNTIL FINAL 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. JL Building Permit Issued By: La THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TE OFXRILYOt ENCROACHMENTS ON PUBLIC PROPERTY N0 SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY.THE JURISDICTION( STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE 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 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 PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ® ST`THIS, 1 D o 1 :TH STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 (3er--"i 1 Heating Inspection Approvals Engineering Dept U Fire Dept 2 Board of Health i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Oz .` Application # o 000 Health Division Date Issued a3 3 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board bk 1)23f 13 Historic - OKH _ Preservation/ Hyannis U Project Street Address X, yi_�-/L Village C�O�Zl�1� .� 67VI7— S Owner 1 Address • S�C+` �v Telephone Permit Request �b -7-0 / Square feet: 1 st floor: existing proposed �nd floor: existing proposed Total new Zoning District Flood Plain C Groundwater Overlay Project Valuation 1.ZL) Construction Type Lot Size 41rndfathered: ❑Yes XNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑YeSX On Old King's Highway: ❑YesXo Basement Type: Xull ❑ Crawl ❑Walkout ❑ Other �Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) C a y YJ/ Number of Baths: Full: existing 2- new -61 Half: existing 1p new Number of Bedrooms: existingo—new Total Room Count (not including baths): existing 5 new First Floor Room Count Heat Type and Fuel: l 4,-as ❑ Oil ❑ Electric ❑Other Central Air: es ❑ No Fireplaces: Exi t' g � New-- Existing wood/coal stove: ❑Yes L*O/ ,�' AI P/�°Detached ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ garage: Attached garagZ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: n Zoning Board of Appeals Authorization ❑ Appeal #— 64 Recorded ❑ Commercial ❑Yes o If yes, site plan review# Current Use CS Proposed Use -APPLICANT-INFORMATION (BUILDER OR HOMEOWNER) ZZ Name Telephone Number Address License # C6��1'JiTS Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE f DATE FOR OFFICIAL USE ONLY �a . � r r �! !APPL ICATION# DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER` 7 r i DATE OF INSPECTION: FOUNDATION FRAME INSULATION { ' FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL—, . FINAL BUILDING OR>3 =4s DATE CLOSED OUT c ASSOCIATION PLAN NO. _ f Deparlolent of Ind'ustriad Accidents off-ce a f 'F1vestigatt erns 600 Washington,street Boston,MA 02111 Spa° wmv rn-as gov1dba Workers' Compensation Insurance Affidavit: guitders/C€ntractors/Etectrgci=s/Plumbers Applicant Llformation I Please Print Levi I Name (Business/ors nizationa dividual): Address: city/State/Zip: A'! � IvIA y Phone�; 9� Are you an employer*?Check the- ppropy-iatFi : Type of project(required): 1.❑ I am a employer with. 4. am a general contractor and I 6. employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet # em ship and have no employees These sub-contractors have ❑ Demolition working foi me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp. insurance 5. ❑ We are:a corporation and its required.] : officers have exercised their 10.❑Electrical repairs or additions 3.❑ I airy a homeowner.doing all work; right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No workers' c=p. c. 152, §1(4),and we have no 12.❑ Roof repairs msvrance required]1 employees.-[No workers' 13.❑ 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 allmork and then hire outside contractors must submit a new 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 aarr employer that providing workers'compensation insurance for my einplayees. Below is tha policy and lab site information. In , � ���surance Company Name: eo , . Policy#or Self-ins.Lic.#: : Expiration Date: - .Q Bob Site Address: pyl,, City/State/Zip: :. . Attach a copy of the workers' compensation.policy declaration page(showing the policy nunber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the in-position•of.crimival pienalties 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 vaolatm Re advised that a.copy of this statement may be forwarded to-the Office of Investigations.of the DIA for insurance coverage verilicatian: g do herebycerta: Under the aif etralties o eijuY that the irr orniation provided'a7�7;� arid correct t .�' p' F' :�P 3 Y .� P Sim atare: Date: / phone#: Official use ordy. Da not write in obis area,to be:completed by cite or town oyfficial. City or Tmim: PermitlLicense Issuing Authority (circle one): 1.}hoard of Health 2.Building Department 3. City/TwAu Clerk. 4.Electrical Inspector 5.Plambiug Inspector 6. Other Contact Person- Phone#: Subcontractor's Insurance 2012 } "Ipl � jp- �GLPolicyGLPblicyWCPolicyzWCa Policy, �5REY Effective Date; Ex ira 16h, Effective Date r Ex;rationr Sub Contractor " 5 ,� t-. � 5 �. _tpE . _ All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 .06/01/.12 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 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 508-548-1443 01/01/06 05/01/13 .01/01/05 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 08/27112 02/06/07 02/06/13 Co '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 Mill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 08/14/12 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 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/12 Northern Sealcoatin 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 1 Gourd of a CS-00564.5 T'T S ?O:DTk 95 0 �•���'� T�� ��A t�;�632 ma Fd r y Cslt e it1''@9s 9raa0&. ' Statp euiJdi,mg,.Code A cause�o.r rewpc�.�i�o thi�lteen e: .'.__.. .___" www r lasS:G�ou.pPa For,fl8���eensing".mf�ormatioro vnsi'� p Office ®f Consumer Affairs and 2usl�less �ega�latia�n 10 Farb Plat - Suite 5170 Bastan;I Massachusetts-02116 Home Improvement Contractor-Registration Registration: 113786 'type: Private Corporation Expiration: 7/16/2013 Tr# 1213797 BAYSIDE BUILDING INC BRIAN QAGEY ' PO BOX 95/ 3 BAYBERRY SQ I CENTERVILLE, MA 02632 Update Address and return card.Mark reason for change. Address .0 Renewal Employment .0 Lost Card -CAI 0 50M-04104-G101216 p ,i ®4 c®f Co ume rA ai irs`�c"B'u`sen ss egu a�iou License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: -- Registration: 113786 Type: Office of Consumer Affairs and Business Regulation Expiration: 7/16/2013 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 DE BUILDING iN-G-t.<•s°-�:'=. BRIAN DACEY PO BOX 95/3 BAYBERR`L SQ CENTERVILLE,IViA 02632 Undersecretary. te nd ith tut signature I ti°FTC � TWn of Barnstable, Regulatory Suites $ 8 '$ Thomas F.Geiler,Director Building Division FD NiA'� Tom Perry, Building Commissioner l 200 Main Street, Hyannis,MA 02601 vFww.to wn.b arnstab k.ma.us Office: 508-862-403 8 Fax 502490-.i230 ro erCy er Must Cornplet and Sign This. Section If Using A Builder C� I, __._ - • - - ,.as Owner of the subject properly hereby authorize..... nf- . LcJ �tJ'C.�� - _ to act on m ehalf, in all matters relative to work authorized Y>ythis:building permit application for; • � �,cZ�-cam �'r`�c�*�' fit-c•C.� .:. Address of Job) Signature.of 0 mer D to Print Name Q:F.0RMS:0WNERPERMISS 10N INV TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I Map Parcel Ce!�(4'2E rA//� ` Application t Health'Division Date Issued �{ Conservation Division r Application Fee !� Planning Dept. _ Permit Fee Date Definitive Plan Approved by Planning Board AJaTZ:;: : AJ0 2~ opc Historic.- OKH Preservation/ Hyannis Project Street Address '3 ���e-��`�� c,hR- C-Dev Ur I Z4)• 9-4,-4.2 Village Owner LL Address 15� Ge_ f I Telephone M4(3 Permit Request 710 _ L YCn? Square feet: 1 st floor: existing proposed �S« 2nd floor: existing proposed 5J52 Total new Zoning District Flood Plain_ C, Groundwater Overlay (7-f Project Valuation Construction Type &t,& ic� Lot Size T(P V Grandfathered: 0 Yes U-No If yes, attach supporting documentation. Dwelling.Type: Single Family .�A- Two Family ❑ Multi-Family (# units) _ �; 8 Age of Existing Structure _ Historic House: ❑Yes �No On Old King',s' iighway . ❑Yes, No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft� ;FV2 Number of Baths: Full: existing new s..7 2 Half: existing � new Number of Bedrooms: existing new uw Total Room Count (not including baths): existing new (_Q First Floor Room Count Heat Type and Fuel: j-Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes )Q_No Fireplaces: Existing New Existing wood/coal stove: ❑Yes JA No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing O new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new size Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes W_No If yes, site plan review # _ I Current Use m Proposed Use de,�C2 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Eno, fie, 1 � 160 � � Telephone Number t ` Address _ P y Irjc�X 15, License# O Coo- L Ce P-vef 4\4 Home Improvement Contractor# Worker's Compensation # 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 5"L`J L& DATESIGNATURE � � �� } � FOR OFFICIAL USE ONLY/ x _ \ APPLICATION# \ \ J °ZDAT ISSUED s K - } » w \MAP/PARCEL NO . { ADDRESS \ VILLAGE OWNER . . hr \ DATE OF INSPECTION: �oef(. A��;/ 7 \ _FOUNDATION`: ' - � . o� ■�K� . ` FRAME #K �/ } ., \ . _ INSULATION» ! � < � r \ FIREPLACE - } ELECTRICAL: ROUGH FINAL ' $ PLUMBING: ROUGH FINAL GAS:- !! '® ROUGH ®2\. . FINAL f . \ y`/F NAL B ILDI G { 7 . ATE CLOSED OUT / ASSOC AT|ON PLAN NO:. . � . • �., . ParcelEdit Page 1 of 1 �a �Hi r s /41- 3 � B,tRA1ti_$T�8•L�,�r �� 3 x le,�- fir' m Logged In As: Monday,August 6 2012 Frank Schlegel Parcel Application Center Road System Reports Road Svstem The record has been updated. Parcel Detail Parcel ID: 002002124 I Sewer Acct: � T/R 7 Update Devel Lot: LOT 124 Owner: 1COTUIT EQUITABLE HOUSING LLC Co Owner: Street: JPO BOX 95 City: ICENTERVILLE State: MA Zip: 02632 --------------- Location: 3� DOVETAIL LANE I Village: Cotuit Road Index: 2337 Pri Frontage: 111 To set road, you can also enter road index and tab out of field. Secondary Road: PHEASANT HILL CIRCLE Sec Index: 2335 Sec Frontage: 17 Visions Location: 0 DOVETAIL LANE Last Updated: 8/6/2012 12:04:30 PNi --------------- No. Bldgs: O Account No: 181 �� Lot Size (acres): 0.26999541 State Class: 13.10 Year Added: � Fire Dist: Deed Date: 2/26/2007 Deed Ref: 21804/41 Land Value: 44600 Bldgs Value: 0 __� Extra Features: --------------- ....................... ......._._._...._.� Condo Complex: Building: PHASE II Unit: LOT 124 Update http://issgl2/intranet/propdata/PareelEdit.aspx?ID=30107 8/6/2012 Department of Industrial Accidents b x - Office of Investigations 600 Washington Street Boston,MA 02111 -, wlvfv grass gov/dia Workers' Compensation Lasurance Affidavit: Builders/Contractors/Electricians/plumbers Applicant llformation Please Print Legihiy Name (Business/organization/individual): c Address: . Q ` City/State/Zip:69�Vr&VIA 10,4- 02iOt!, Phone Are you an employer?Check the appr6priate bW.- Type of project(required): 1.❑ I am a employer:Kith 4. I am a general contractor and I 6. L New construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet $ ❑ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurajnce required.] t employees. [No worker 13.❑ Other comp. insurance requir ] *Any applicant That checks box#1 must also fill out the section below showing their workers'compensation policy information: #Homeowners who,submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new 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 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. _ Insurance Company Name: �` ✓ Policy#or Self-ins.Lic.#: -in�C14�' _ Expiration Date: 12 3i /Z- . Job Site Address: ' Z>d V� t'�(� �*�'�e City/State/Zip: Ce 1 Cf Z.r Attach a copy of the workers' compensation policy declaration gage(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.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 a copy of this statement maybe forwarded to the Office of Investigations.of the DIA for insurance coverage verification. I do hereby c/ettify uuz der thepa; ad penalties of perjury that the information provided above is true and correct. Si atare: ✓ /' !' Date: Phone#: 7f' Id field Official r4se only. Do not write in this area,to be completed by cite or iown official. City or Tovim: Per mit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Tow Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#: 15273 2BAYSIDEBU ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 03/26/2012 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 PHONE 508 775-1620 FAX AIC No Ext: (MC, A/C No): 50877 1218 Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURERS)AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:Acadia Insurance INSURED INSURER B: Bayside Building, Inc.and INSURER C Bayside Design&Remodeling,Inc. INSURER D PO Box 95 INSURER E: Centerville, MA 02632 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDD/YYYY MM/DD/YY A GENERAL LIABILITY CPA007340920 1/01/2012 01/01/2013 EACH OCCURRENCE $1 OOOOOO X COMMERCIAL GENERAL LIABILITY PREMISES ERENTED occu ence s250,000 CLAIMS-MADE Fx—]OCCUR MED EXP(Any one person) s5,000 a PERSONAL&ADV INJURY $1 000 000 X OCP GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 F-1 PRO- POLICY I IJECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident A IAB X OCCUR CUA007345620 1/01/2012 01101/2013 EACH OCCURRENCE s5,000,000 EXCESS LIAB CLAIMS MADE AGGREGATE $5 000 000 DED I X RETENTION$0 $ A WORKERS COMPENSATION WCA00734,0621 1/01/2012 01/011201 X I WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? a N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Job:252 Clamshell Cove Road,Cotuit Certificate holder is named additional insured for general liability with written contract. 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 (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of. Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis Ma, 02601 AUTHORIZED REPRESENTATIVE��,�,������, -27 `' ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #S93895/M93894 LS1 ;i I REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE PHEASANT MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: .13% Heating Degree Days: .: 6137:. Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING, INC. BARNSTABLE,MA Compliance:Passes.usin.g UA..trade-off Compliance:6.0%Better Than Code Maximum UA:248 Your UA:233 The%-Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rifles. It DOES NOT provide an.estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing ILIA or or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 682 38.6 0.0 20 Ceiling 2:Cathedral Ceiling(no attic) 272 30.0 0.0 9 Total Walls:Wood Frame,24"o.c. 1867: 21.0 0.0 88 Window 1:Wood Frame:Double Pane with Low-E 208 0.310 64 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 826 30.0 0.0. 27 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 2009 IECC requirements in.. .REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑_Total Walls:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: :. ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,:U-factor:0.280 Comments: :❑ Door 2:Glass,U-factor.0.310 Comments: Floors: 0 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. I, Air Leakage: ❑ 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,weatherstripped 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. . 0 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 air tightness and insulation installa ion 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.. (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. Project Title: THE PHEASANT MODEL Report date: 10/25/11 Data filename:CAUsers\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 2 of 4 0 (a)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. (f) 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 and Installation: ❑ 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. 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: 0 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 Ieast.R-6. Duct Construction and Testing: 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 1.81 B and are labeled according tothe 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. I 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 66.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 99.1 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 49.6 cfm(6 cfm per 100.ft2 of conditioned floor area) when tested at pressure differential of.0:1 inches w.g. (4).Rough-in total leakage test without air handler installed:Less than or equal to 33.0 cfm(4 cfm per 100 ft2 of.conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 0 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 turnoff the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F o chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 Heated swimming pools have an on/off heater switch. ❑ 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. Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a 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 (a)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 satisfgrequirement'c'). Certificate: A permanent,certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window 07factors;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 Project Title:THE PHEASANT MODEL Report date: 10/25/11 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Insulation . Ceiling 1 Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.28 0.31 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: I I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7go.C. MR5301.2.1.1)' THE PHEASANT MODEL COTUIT MEADOWS Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust)..............:..........................................................................:..........................110.mph Wind Exposure Category.....:......:......................................................................:............... ..................:.........B 1.2 APPLICABILITY 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).................. 24 ft ..<_80' Building Length, L...:....:...... ......... .....::........................(Fig 8)...............,.....................................48 ft s 80' Building Aspect Ratio(LAN)............. ......... •...............(Fig 4)..:......................................:...........2 <_3:1 Nominal Height of Tallest.Openingz..::.... ..::................. .:.....:.(Fig'4).......................... ....................6'.-8"s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.................:..(Table 2).............. .................................. .:....... 2.1 FOUNDATION Foundation Walls meeting.requirements of.780 CMR 5404.1 Concrete................... ....... .. ........... . Concrete Masonry...... .: N1A 2.2 ANCHORAGE TO FOUNDATION'•' 5/8"Anchor Bolts imbedded or5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..:.:.,............................:.:..(Table 4)................................................... 28 in.. Bolt Spacing from end/joint of late .....::............. .12 in. s 6"—12" P 9 1 P .........(Fig 5)..::. ......:......................... - Bolt Embedment—concrete...............::........................(Fig 5).... 7 in. Z 7". Bolt Embedment—masonry.:.,............................ ...:,;.(Fig 5)................. in, z:15'. N/A Plate Washer................ ............................... ...:.....(Fig 5)........7........ ..........................z 3"x 3"x,/4, 3.1 FLOORS Floor framing.member spans checked ..................... ....:.::.(per 780 CMR Chapter.55)............................. Maximum Floor Opening Dimension....................................(Fig 6)...................................................:....9:ft s 12' Full Height Wall Studs at Floor Openings less-than 2'from Exterior Wall(Fig 6)....................: Maximum Floor Joist Setbacks Supporting Loadbearing Walls off.Shearwall..............:..(Fig 7).............. ft s d.. N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall....:............(Fig 8)...;..........:..........................::...::;;.._ft s d N/A Floor Bracing at Endwalls....:............ ..................(Fig 9).................................................................... 0 . Floor Sheathing Type ........ ........................................(per 780(P CMR Chapter P 55)........................ ......... Floor Sheathing Thickness............. ........,..........(per 780 CMR Chapter 55).......... ............314 in. Floor Sheathing fastening.. ....... ..................... . ......(Table 2) ........8 d nails at 6 in edge 112 in field 4.1 WALLS Wall Height Loadbearing walls........ ...... ..:...... .............. :(Fig ).....:..Fi 10 and Table 5 ....................8 ft s 10, Non-Loadbearing walls....................................... ......::.(Fig 10 and Table 5).............................18 ft 5:20, Wall Stud Spacing . P 9 ......... ........... ......... ..:....:.:.........(Fig 10 and Table 5).....................24 in. s 24"o.c. Wall Story,Offsets ...............................................::.........(Figs 7&8)............................................-ft s d N/A AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.1.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs 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)............:................................. ftzW/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 (Fig 13 and Table 6 Splice Connection(no. of 16d common nails)..............(Table 6)..................:...:.....................................6 Loadbearing Wall Connections Lateral(no. of 16d common nails) ........ .........:..........(Tables 7) .................................. ....................2 [� Non-Loadbearing Wall Connections Lateral(no. of 16d 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)...........................................6 ft 0 in. s 11' . [� Sill Plate Spans ........ . ......... .........:........... .........(Table 9.).......................... .....,,....:,3.ft 0 in. 5 11' 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. 5 12' Sill Plate Spans . (Table 9) —ft in. 5 12" N/A . Full Height Studs(no. of studs)....................................(Table 9)......... .....................................:..............3 0 . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening .::.................................. ...................... .........6'-8"5 6,81, Sheathing Type.....................::.......................(note 4)..........................................................WSP Edge Nail Spacing Table 10 or note 4 if less .............................3 in. . Field Nail Spacing................... P 9 ...::.:..............:..(Table 10)........................................:...........12 in. Shear Connection(no. of 16d common nails)(Table 10)......................................::.....:..............4 Percent Full-Height Sheathing.......................(Table 10)........................ ............................71% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...........:......... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ................................................. ....................6'-8"5.6'8" 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).......................................................24% 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 nWh Wind Zone Massachusetts Checklist for Compliance (780 CNIR 5301.2.1.1)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...................... 14)........................ .................U= .Ib: N/A Lateral(no. of 16d common nails)...(Table 14)........................................L= lb. N/A Roof Sheathing Type............................. ..:................(per 780 CMR Chapters 58 and 59) :......... Roof Sheathing Thickness............................... .. ...................... 5/8 in. z 7/16 WSP. f Roof Sheathing Fastening...............................i..........::.(Table 2)............. . 8d I THE PHEASANT MODEL-COTUIT:MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES:. Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with thesequirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guider a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights.of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. , From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:. i. Panels shall be installed with strength axis parallel to studs. 11. All horizontal joints shall occur ver 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 F c% AWC Guide to Wood Construction in High Wind Areas: 11 D mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1,1)1 -MIEN THIS EDGE RESTS ON RAAMING USE Sd NAU ATfibc. ' !I II 11 1 ll - 11 1 ,z 1 N 1 11It a LU 1 11 Iro a Ir 1 - ... 11 1I - tl Ir Q It r 1 .1 a DOUElE6A[E --'- HAILSPACRJG i PANEL vj y� See Dekai!on Next Page Vertical and Horizontal Nailing for Panei Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(78o cMR 5301.2.1.1)1 C7 IL 1 1 1 ' ci FRAMING MEMBERS � r EDGE RdTERMF�IATE I 1 i[ Y y . I '"MIEN. r STAfaGERED NANL PATTERN PANEL PANE!EDGE I DOUBLE NAIL EDGE SPACING DErAL I . Detail Vertical and Horizontal Nailing ' for Panel Attachment • ' ar. .T,�•. wYwoaaawsYfV.Qcaw' �M•VN��`w Y'N I'4Ffei�r R�Pd9YuSY 4jy�f¢ B®Ard of BAdlding foot;U&IAs and stmwAvd5 Construction Supers kor Limos:CS-005645 ` # BRUN T DACEY y PO.BOX 95 �� �'! tea' r CENTERVIELE W 32 04MV2OU tit leJ�nrestricted�=Bu>lydrigs of an ruse group'wsluch conta%n 1`ess than 35,000�cubic fe- (991i 3,,of ei c'1'osedi sp&c0: Fatl'u:rg to p'ossess:a cu ent ed'iti,on of the R4... as chusetts.. • state'B'uil`dng:Co^des'causefofre�o a ionrof his^license: For DPSLcensi'ng;inforrma ionuisit: w,7*,Mast-Adv/.DPS 4v Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston Massachusetts 02116 Name h-nprovement Contractor Registration Registration: 113786 Type: . Private Corporation Expiration: 7/16/2013 Tr# 213797 BAYSIDE BUILDING INC BRIAN DACEY PO BOX 9513 BAYBERRY SQ CENTERVILLE, MA 02632 Update Address and return card.Mark reason for change. Address Renewal- Employment Lost Card CA1 50M-04104-G100�1��216 Offic ofCoounier airs eB s As W eau a on License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: = Registration: •Y:.113786 Type: Office of Consumer Affairs and Business Regulation Expiration: :.7/1W/ 013 Private Corporation 10 Park Plaza-Suite 5170 _ — Boston MA 02116 SIDE BUILDWG.ft O' BRIAN DACEY PO BOX 95/3 B YBEE2R`�:S(I`r 4z CENTERVILLE, A 02632'`.,;"' Undersecretary - oL<,a 1d,w1th ut signature . - '(HE� , Town of Barnstable .�--� Regulatory Services Thomas F. Geiler,Director �AIF�uya1� Building Division Tom Ferry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 50B-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder T, �10 7V fT &W I T HC7U5,/Mg ` , as Owner of the subject property herebyauthorize d9 j f bg LL IAJf; /X/` to act on my behalf, in all matters relative to.work authorized bythis building permit application for; . �0VC M-1L 4AME a7V IT (Address of Job) Signature of Owner Da e Print Name Q10RMS:OWNERPERMISSION TempParcelEdit Page 1 of 1 n �l er' � a a % ii , w m � . 6 Logged In As: Wednesday,January 16 2008 Frank SchlegelParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 124 -- � � 1 I Street Number: 00000 Unit: Dev Lot: ILOT 124 Road Name: IDOVETAIL LANE ' Sec. Road: PHEASANT HILL CIRCLE im T/R: FJI Villlage: ,07 -Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) I Date Added: Updated: Update Delete A M' Another http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Subcontractor's Insurance 2012 f< �X GL Policy GL.Policy fiWC:Pohcy :� k WG Policy : r. fr 3 4, t s Sub;..Contractor_ , e,;t" �„«t � Effective Date Expiration Rr�Effective Dates Expiration s ._ .y _. All:Cape Garage Door 50&398-2757 06/01/04 1=112-- 06/01/04 06/01/12 Baxter Nye Engineering&Surveying 508=771-7622:. 08/11/05 09/29/12 08/20/04 08/20/12 Campbell,,William 508-790-3517 ..08/26/04 08/26/12.. 07/13/04. 07/18/18 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 b08-548=1443, 01/01/06 05/01/13 01/01/05 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 02106/13 Coy's:Brook, Inc . 508-394-8442:. :: 04/24/04.: 04/24113 09/21/04 10/01Y12.:: 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 04/29112: 08/14/04 08/14/12 _. Jeffrey Lauder 508-221-1046 1.2/09/06 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:: 508-888-3599:: 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 ..: 10/12108 12/12/12 Wood Floor S ecialists: :. 508-88873958 02/03/08 :02/03/13 . :. 02/03/08 02/03/13 `pFIH A Town of Barnstable BARNSTABLE.p' Regulatory Services - 7 MASS. 0 t639. MP �0 Building Division p�ED '�s 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F-TA)A Location 3 boV ET zrl- LN) Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: O NOT &a:Ur To PLAF-3S - F sH�� (Zoow\ ABOVE G A'RKGF- OZ bUC.T T—ST N Ee tl---) So 0/n MnJXmLt rA LmrnfPs TO f3F- 1L-T.GA - EFF.zC?4C Y y�3 y Please call: 508-862-4838 for re-inspection. Inspected by Date 'V LLF J cq a Too U) 00 o )- OD FRONT ELEVATION i. co m _ SCALE: I/4° I''O". -co ('7 ...(L _ N U - W. _ 0.LU G Q . . QQ� �' } SPIFFY REAR ELEVATION \ _ I j SCALE: 1/4' - 1'-0' _ _ JOB:. ILOT#124 .� DRAWN BY: TFR .. - . W U o Z aLo V J T lLI 0IL J w V m a o ❑ wM1 U) .... .a o U\) w LEFT ELEVATION (STREET) L--_J ''r W SCALE: 1/4" r-o° Z RIGHT ELEVATION . /a .... - SCALE: 1/4" . I'-On - M rmn ` TYP-RGVF Q4 2°IO'a!W O.C. - F.G.IN L 'HURRICANE CLIP' R50 F.G INSUL./. FASTENERS AT ALL - -va.PLYWOOD SHEATHING/ - 2xBs!Ib O. RAFTER/TOP PLATE . .. ASPHALT SHINGLES .NNCTIONS - . �t(o1',AGTP. ARD RIGID WIND WASH BARRIER RE0.11RED - - - : HALL B T T E%TERIOR EDGE OF E%TEROP PLATE \\N 12� B—IIN4 2x10'S!16'D.L. 2x105!Ib'O.G. IN FIRST TWO-JOIST z TYP.EAVES BAYS FROI'i GABLE WALL - Q _ - IZB FASCIA/1x4 BELOND—BER LONTINUIXIS VENTING DRIP EDGE - ISR-- 1 I><3 STRAPPING - _ - Ix0 FRIEZE BD.W/BED I LDING - _ y.T In'GYP.BOARDm _ - - LU TYP-EXTERIOR WALL FOYER i KITCHEN 2> EXT.STUDS!24'O.C./ 0 RI9 F.G.INSUL./ - Q W.L.9HIYNGL STWIX WRAP/ 4'-0° 9'-0' FINISH FLDDR 5/4'OSB SUBFLOOR Q Q_Q ; I 6'RI9 FIBERGLASS INSU LU . 2z10'9!16'O.C. 2°IO's P 16°O.L, pT 2x10'S!Iw O.C. 2-2x10 GIRDER -1 - TYP.FIXINDATION WALL 4-2' 5-2x10 GIRT 'PA P.T.PD5T W' P.T.BILL ANCHORED 2B'O.C.. GALV.METAL POST ANCHOR - > 12''S0N0 TUBE°PER TYP. w O B'zT-9'CONCRETE ISR-- BASEMENT - . . DAMP PRI-FCiWTI BELOW GRADE 1,-Z LALLY COL P 5 10416'CONTINUOUS FNiIN4 _. !n NOTE: 3 I/2'CONCRETE 5/8, ANCHOR-BOLTS B—VAPDR BARRIER EMBEDDED 7" 12'-0' , SPACED 28"O.G. - 12" FROM CORNERS I SHEET-- SECTION "A11 Toe: LOTK124f . - SCALE:I/4" I'-O" - - DRAWN BY. TFR' - i DATE:- 4 a U �. . N Z O Lo r J a o0 .MW W p 5UN DECK - a -}. .U) sdp x _m g lid 0 @ � a v - _ Im � � U) n rJl�l`- °o°o- i ® a o BA><8 i W TILE (w-1JWD-6•) I DINING _ Z • I (13' D-d) f49i (L GARAGE WDAOD 'LIVING .. t BEDROOM #I .. 116-0•z @-0')- . . - - (11'-4•WW2 0•) UP ® N O J W o - u Lu 0.Z� O Lu Ft LL <<. w W> =O. . " - ro 14-0• 34._0. SQUARE FOOTAGE SWEET. FIRST FLOOR PLAN FIRST FLOOR. SI8 S.F. SCALE, 1/4" V-0" -- SECOND FLOOR. 583 S.F. - _ - ROOM ABOVE GARAGE. 182 S.F. TOTAL SQUARE FOOTAGE: 1,550 5.F. ,1pBr L0Ttt124 - I DRAW N BY:. TFR DATE. 10/26/12 - 12 ' U co N 4! O . 14 D 3A o � w � z Iw � Uf 0 _ o ® } .. & o r wBATH w ' ' KNEE "TILE w - IN - Q O T.V. m ----------- S S W� m (L co STUDIO/OFFICE - - ——————- —————— BEDROOM #3 CARPET (W-4'X ll'-4') .. .CARPET . Q KNEE WALL .KNEE WALL KNEE WALL - U O J# •In Q Q O z p SECOND FLOOR PLAN - ro # SCALE, VA" - I'-0° SQUARE FOOTAGE SWEET .. :FIRST FLOOR: . 615 S.F. SECOND FLOOR, - SBB-S.F. - .. ROOM ABOVE GARAGE: _182 S.F. - - - TOTAL SQUARE FOOTAGE,_ I,500 S.F. ,)pg, LOTtt124 - DATE, - .l0/26/1' 34'-0' z ..14-0° ra,Jl o. 5'-4' 2,-4.. _ •. I� i I J Q n - --- -----; ; n J. 1 4x4 R.T.POST + GALV.METAL P05T ANCHOR I ----- .- . le'S01.0'TUBE'PIER TYP. I � � i � - - * •� - I iw p I i is B1 i i I .W. o IDOe°Ro T I I �y'� a 0 lid : L « , .. r---------------- ---- ------- ---I---T --- r --------- i ® ro = I I I I ►..r �. p o I I Z.4L'CONCRETE WALL I - - w � BASEMENT Ic.xlo.0DWINUDUS FOO TYP. z GARAG I E I _ I SPLIT I I .4°CONCRETE 51—t I PITCH TOWARD s i % D P PJ i I t _ _ —_— —_— - - - ' 11 n o • N —J I 3 W MI STEEL COLUMN 50',W'x12'CONCRETE PAD - n I IJI o O__ _y DROPwAu.10• - �.3.J s B°x 7'-9'CCNC.W L ALL I I a)p _Z . ILh11D'CONTINUOUS FOOTING.TTP. --- --- ---J - : W w U Q I I — ------ --- L------------------ -- ------------ J I _ Al I- - boa z o'w D, . - 34'-0'" 14'-O" - W ILo — FOUNDATION PLAN SCALE, I/4" a V-0' NOTE, . 5/B°ANCHOR BOLTS - SHEET EMBEDDED 7' - - - .SPACED 28"O.G. 12" FROM CORNERS 'WASHERS 3°x3".xl/4° . - - .IDB FOURNIER. - DRAWN 57, TFR N I _ Ie (D r r� dl N O ul to I Z o F U) U. JOINT DESCRIPTION xA.s jar .. m O.. ROOF FRAMING - Q 'O- r _ suowo ro x"tm(pa luxn) 3 EYETID HDR TO CORNER 2x6 DIK TOP PIATE Rx xoum ro r _ WALL FRAMING U) r. F (3)FULL HGT.MDS. c V•t¢xum) - _ G _ ® N n JACK SND - nx roroTi¢�[R 6 xuixo) _ NAIL TOP PLATE - - FLOOR FRAMING - a O' x • IVVV■`l TD BTM OF.HDR xii .. - - .. m��m 0¢xxun7 - ua W/2 ROM OF I6d NAILB - _ p 1prx�>QmF xrAID) FA.�mao[ M . -O Y O.C. armDgrAx xnvFD). - STRUCTDRAL PANEL -HEADER CONTNDOUS HEADER �( NARED ed COMMON - O MULTIPLE OPENINGS p p m mxM,e Oa x�vml Q EDGE AND FlDD O -. - ROOF SHEATHING _ q m a ^; —DOOR TRIMMER STUDS apF t60c�' _: a'tnvx@•REtD .. RA2 m1 i1a65 n/ tea• � ' - .. - - IwaT-/tMFauT e1LO3 f m'�/s'f1F1➢ - - ]-5�B•ANCHOR BOLTS CEILING SHEATHING - - -. 3 K3•PLATE WASHERS WALL SHEATHING LLI mns�xgyx r�RmuO .(m a nvn . FLOOR SHEATHING r�xdt - Z 3 U ' .. - t ax rw¢.a •��•frttn - s N q� - _ I. * aeAnn m.x t f W W OW L GI A A E 00 Q I �mw x . tD SWEET JOB, - FOURNIER .1. DRAWN BY, TFR . - DATE W25/12 - s SMOKE DETECTORS EVIEWED V o BARNSTABLE BUILDING DEPT.,• DATE W`lU w _ _FIRE EPARTMENT. DATE BOTH SIGMA ES ARE REQUIRED FOR PERMITTING o� 0.0 116 00 FRONT ELEVATION . W pf p�. ' SCALE. VA'.- i'-0'. -• . N 3 O (n 'T O # lu >� W SHEET REAR ELEVATION + 1209 SCALES 1/4' I'-O' - DRAWN BY, KW . _ ------------------------ LEFT ELEVATION RIGHT ELEVATION SCALE: 1/4' 1'-0° - SCALE. 1/4° 1'-0' go n ' - TYP RDOF Q4 - • 2x10's F.G.IN L 50 'HURRICANE CLIP' - - ' R F.G.INSULT -- - FASTENERS AT ALL PLYWOOD SHEATHINW 2zD9•li O. RAFTER/TOP PLATE — . . _ ASPHALT WINGLE9 I :IUNCTiON9 TTP. YF HALL ) �TH I RIGID WIND M"BARRIER REWIRED . T EICTERIOR ECGE OF.EXTERIOR WALL - 12 - - •. 12 2x10'B•Ii'O.C. 2O0'S 0% O.C. IN FIRSTGABLE TWO^I01ST . TYP.EAVES Y9 FROI'I WALL IZA FASCIA/1.4 SECOND MEMBER .. CONTINUOUS VENTING DRIP EDGE - Ix5 STRAPPING M IxB FRIEZE BD.W/BED FpULDING q T� I/2'.GYP.B _ - 3 TYP.EYTERIDR W' FOYER KITCHEN - 2xG IXT.STUDS Y 24'O.C./ Z L'RI9 F.G.INSUL./ .. 1/2'PLYWOOD SHEATHINW # W W.C.9NINGLESTTVIX WRAP/ NISH L'R194PIBERGL499L . 2N0'9•iL'D.C. N—I IL'O.C. "Y J W rm PT ZOO'S•Ic'O.L. 2-2z10 GIRDER 4-2 -2x10 GIRT OALV.METAL POST ANCN�OR {-' P.T.SILL ANQ ED 2D•O.C. - 12''SONG.TUBE'.MIR TYP. tu e'x p GO4CRETE f BASEMENT - DAMP PROOF 4RADE - O 10'46'LONTIN"UOUS FOOTING '1/2'TALLY fOLllL I I V NOTE. 5 1/2'CONCRETE SLAB U 5/8'ANCHOR BOLTS L MIL VAPOR BARRIER EMBEDDED 7° t2'-0° 17-0• - , - SPACED 28'O.C. 12' FROM CORNERS - WASHERS B'.B'.1/4' _ _ . SHEET SECTION "A11 20q 5CALE. 1/4' 1'_0^ DRAWN BY. KW . _ 48-0 .. MEN U C w e DEGK o ,� wl NNW W 2K10'e + - - TW 24410 ABOVE _ RiF'. VINYL CARPET - 90 Iro'K60]/E• PULL DOWN I - © - - m 0. STAIRS • - o TW 2446 CAR4GF 2A VB•x66 7/8' .4'CONCRETE SLAB 1� _ . - PRd TaNARD DOORS' (3) BODROOM V/ CARPET •0 2A LIVING rRPET - O TW 24410 - b ]SA'O.M.OG]R 14'-4°. 2-4 '-B - I6'-0• 21 S _1 - 3 CA Q ' - SEE DETAIL BNETT A6 - - a Z . NARROW WALL BRAGNG -o m �-� 1 9'-0°. 2'-6• 4'-0° 6'-O' ]'-0' 7'-O' 6'-O' 4'-0° i4'_0' 4B._0' SWEET FIRST FLOOR PLAN I� SCALE: 1/4' I'-O° - f� JOB. 1209 . DRAWN BY. KW 7/30/12 - Z fi VINYL 21. 24 2A 21 2A - DN. - - (2)TW.2446 ' BEDROOM BEDROOM CARPET CARPET 14'-4' 3'-B' - 16'-O" - - . KNEE WALL' KNEE WALL _ ' N 3 _ O n 0 # Z J O CL O u SHEET SECOND FLOOR PLAN' _ /A � ¢ SCALE, 1/4° . 1'_D• f°-� '�A�TE, �71.11/1� 48'0' - - --------------- - w %,_ J ; N 2-900 41RDER - Now@ 1 AY4 P.T.PDST - IV' METAL POST ANUYP. 10''90N0 TUBE'PIER TTP. �' •. - -- _ W r_____--__ _ _________________� ^ U Ono - I NT I Itkw'GONfIN0009 FOOTING TYP. - I I 1 BASEMENT / y VRB VAPOR BAFURMER, _ .I I y I ]'-3• b'-a' 3'-H' 3'-3° -5'-I _ S'-11' M I - ' GA �TRS �pf F I I - 1 1 PIT TpN4RD DOOR 'I.- SIR I 1 • - - - H-wo GIRDER B w DIA I I - arEEL COLUMN _ -- ew,0O',M'GONCRETE PADIs V. c P nRDP WALI.io' I - •DDOR !a I 1 r x .I L— — —-'� COSNT NOOO6�FOOTING irP. - m -------------- ------- --------------- cv p # Z OL NOT . - S/B'ANCHOR BOLTS. F- 2'-3' EMBEDDED 7' 14'-0' 34'-O' SPACED 25'O.C. V 12' FROM CORNERS _ - 4H'-D' _ WASHERS 3'x3'xl/4' - SHEET JOB, 120-1 - - DRAWN BY. KW EMEND HDR TO-CORNE -2a ML TOP PLATE- s •- - .. O.C. - U - . - RAFTER o I6 - 0 . FULL MGT.STUDS JACK 9n D - - NAIL TOP PLATE W `'� H1.5 6 EA.,RAFTER TO BT OF HDR f.j AP'LY 61MPDE CE OF CONNECTOR r W/2 R W5 OF IW NAILS ON THE INSIDE FACE.:OF HEADER EACH JACK STUD v STR RAL PANEL HEADER - k ,TOP PLATE + • ■` ., INUOUS HEADER 'R NAIL COMMON - _ e! O.C.EDGE AND FIELD CORNER TO fLE N - - - - ' MULTIPLE OPENIN45 DOOR TRIMMER STUDS - ^ O RAFTER-TO PLATE CONNECTION mow (� y - `\`�•_ • - SCALE.N.T.S.. EACH 9'x3'PLATE WASHERS II 11 _ + , -. M Icy EACH NARROW WALL SECTION _11 ... 1'• - W 4 . _ . DOUBLE ROW .. ■_* O'I W IMO ER NFILAT - • - BDiH ES 2s6 OBL TOP PLATE - Q all 1; • - STRUCTURAL PANEL ?5 y - _ NAILED Bd COMI - I,1 - T O 3"O.C.-EDGE S Ali li NARROW WALL BRACING AT GARA E DOOR AND 1r IN FIELD }r d _ SCALE.N.T.S. + t :' . t 'DOUBLE ROW - •.I BR�EAKTONA6ECOND FLOOR .I� 'S i � _ _ - . STAGGER NAILIN - - RIM J015T - -� '7 •e INTO BOTH PLATES - - - �1 '..tl:.. 2 l DBL TOP PLATE 5r aY' 1 yI I a . r' b ` F +'° �p 5, n EC OND FLOOR (n k],jupi RIM JOIST 3 VERTICAL y r;. k VERTICAL l kkrk h NAILED­Bd COMMONL. �. b f NALEDTBd PANEL 0 9'O.CIT .EDGE ' EDGE . .. AND 12°IN FIELD �I I1 1 t - AND 12'IN FIELD rt # W Q 8 i '. 1Yt ry w 1 N 2 SHEAR WALL COMPLIANCE. w� W- 71Z OF EACH WALL RUN . DOUBLE Row al DouBLE Row . l2 1i1, VERTICAL SHEATHING WITH STAGGER NAILIN ]I STAGGER NAILIN " III k INTO BOX AND SILL INTO 80%.AND SILL ad NAILS 3' EDCF�12° FIELD (4)16d NAILS PER FT BOTTOM PLATE L. 24%OF EACH WALL RUN . II 1 VERTICAL SHEATHING WITH 'i>t Bd NAILS 3' EDGFA2° FIELD (4)16d NAILS PER FT BOTTOM PLATE - ' - SHEET OFULL HEIGHT SHEATHING -SINGLE FLOOR ii FULL .HEI H SHE HIN -MULTI LOOR SCALE.N.T.S. `'t 6CJ.LE�N.T.S. • JOB' 1209 .DRAWN BY. KW DATE. 7/50/12 ib s y , a. Ti x - .. 41 _ - • b . Y m� . 1 Duct Leakage Test Farm - Custow.ter•Informabow 'Test Conditions: Name: Bayside Building Date: 10/8/2012 Address: 1645 Falmouth road Bayberry square Time: City: Centerville Ma Indoor Temperature(F); State/Zip: 02632 Outdoor Temperature(I): Phone: 508)-771-1040 FIoor Area(fe): 1580 Email: SystemAirflow(cfm): 1400 Cooling Size(tons): 3 Building Address:(if different from above) Heating Size(btu): 80,000 Street: 3 Dove tail lane Perry Locatiou of ` Supply Ductwork: Basement City/State: Cotuit Ma. primary Location of Return Ductwork: Basement Comments: System located in Basement on two zones#1 first floor 112 second floor.Second floor fed by risers in interior and exterior walls All connections joints and seams sealed with 3-m mastic tape and or caulk;Ail duct work in conditioned spaces insulated with r-6 fall faced insulation.All duct in unconditioned spaces insulated with r-8 foil faced insulation.System tested after rough stage of install. Total Leakage Tesfi Depress Press f Outside Leakai7e Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseae Duct Pressure(optional): (Pa) Duct Plop•lung P'aa Press Flow Duct Flow Ring Fan Press Flow Press. a Installed a ON) Press. Pa Installed a cfm 25 3 68 Fan Model/SN: Results- Outside Leafage(cfin): Fan lvfodel/SN: Outside Leakage as Results: System Airflow: Outside Leakage as% Total Leakage(cft ): 68 Floor Asca: Total Leakage as% System Airflow: Total Leakage as% ' Floor Area: 4.3 Eric Whitefey W.VERNON erit(pwwvhJteleycom INC. �� • 28 Village Landing PLUMB114G•HEATING PO.Box 1266 AIR CONDITIONING W-Chatham,MA 02669 SINCE 7952 T508.94S.1 too F50&945.5549 www-wvwhiteley.com INE ip Town of Barnstable ' BAR Regulatory Services MASS.AIR. E, ' 7 t639" Building Division plED MP'�A. 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 3 , ,906 7Wle-ZA/X GT-,'-- Permit Number Owner deT e5�>i'l 6. Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0.411J 00 6)r-lfE-2._ S /,O E OF /N 40,V0?U<Y f — itJ��r� i�a 66 l4�rR e t- C4 T® helA)& s 71&J- y� ti S` 1 � !d .." Please call: 508-86240M for re-inspection. 4 vw *p � cI 3 3-Inspected by t Date I TeinpPar&lEdit Page 1 of 1 tligh w y a 8 Logged In As: Wednesday,7anuary 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel [detail New Mapparcel: 002 002 124 Street Number: 00000 Unit: Dev Lot:. ,LOT 124 Road Name: DOVETAIL LANE T/R: Sec. Road: PHEASANT HILL CIRCLE Villlage: 07 Cotult � Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) I Date Added: Updated: lJpdate i 6975 e 4AdtleA"11.1 t lhttn //iacnI /TntrnnPt/Prondnta/TemnParrelFdIt.a..nx?TTD=Add 1/16/2008 1 � Duct Leakage Test Form Cus-to.mar xrt;Parmatyon: Tes� t Condlt(ous: . Name; Hayside Budding Data,: 10/8/2012 Addreaa: 1.645 Falmoufh road BayFerry square Timm: City: Centerville Ma JndoorT•emperawro(1): statdztp; 02532 Otitttoor Temperature(>); Phono: 508)-771.1040 Floor Area(fe): 1680 Email: SymemAlrflow(efm): 1400 Cooling I[=(tone): 3 7� ,;, „�� rust::11f alfferQpt,�ip�abovel Hcadng size(btu): 80,000 Street; 3 Dove tall lane l ply y nu�vtwLoca o�:on of suppl Baaetttent su � :City/State: _ otult a '- __ Ulaw Loeetloo of RD=Duatworlo Basement Cotrcmeufs: , System located in Uvemont on two zones d 1 flea floor 12 second Floor,Socond floor(ad by riuora in Ialertor and exterior walls '0—connectlonsjolnts and soilms 02 1 •m most a tnpe an((or caulk.,AH auct war In condltianQd epoces lnsululed wtch" roil rdeadin1 adon, duct in uncon one spacr9 InsulaGa w 1 r-8 togace Insulation.System tasted alter roug Zpp of Install.� 8 •' Cz ..,r„ l . f•+ag O e eabare Test D os cess `U 5 aaial�.ealc�eeTest Aepreao Prcas �S$� � opro Tezlt PresStue• (Pa) T oat Prosauro (PO Balcll=Duct Preme(opd0nal): r'r1 Duct Flowp1jag P'au11ross lflow Duct Mowlllng I lrauPress Flow Press. n 1'nstalled a al rclss. s ns""felled 'a c(m ^"fig ee Pan ModoVSN; Results. Outuido LcOmp(c24: Pea IvtodeU924; Outside Leakage so K ' e its: 9yetemAlrflow: Outside Leakage ac% Total Leakage(Cfm): 68 Floor Argo: Total Ual age as 96 9ymem Airilow: Total LeskaLm n8 9b Floor Ares'. 4,3 grlc WhltoteY �wJ•VURNON erec®wvwNlteleyxom 10 INC, ]a V111r.®e l.andinp I PLUMIIiNG•HEATING Ne•Box 1266 AIR CON01T10NING °t}10°1'MA o366f1 SINCE 1952 r;oe,9as.noo P309,945��g9 w W%Y-wvwh1t6Iey,corn 2/T 'CI 022906L80ST:cl SSTO SLL 80S JNIa-lIfl8 34ISAUEI:w0-AA 6b:91 ET02-82-Nei Foundation Certification -, in Barnstable, MA Prepared For Lot 124 N,:3_Dovetail--La-ne Assessor's Map: 002 Lot: 02 Baxter_ Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and. Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone - (508) 771-7502 Fax - (508)-771-7622 Owner: Cotuit Equitable Housing, LLC Job.Number. , 2005-214 Scale 1" _ 20' 08-10-12 co r) owo o . z ti 76g.24�Y f � ,y'�j LOT 123 ,moo kk- AN 7,0 - �` - -- - a / O O >j O- 2�2 LD LOT 124 !� 11,621 f S.F. o\ 0.27f ACRES �\ cv a' \ r, 00 � `OPEN SPACE LA m a N ' i O - - O _ N I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN z COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, ZBA APPEAL #2005-082; IS LOCATED IN RELATION TO THE MONUMENTS SHOWN 00/ o AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA:. ' E � ' CC THIS PLAN IS-NOT TO BE RECORDED NOR IS IT :TO BE USED TO ESTABLISH PROPERTY LINES. ELt GrST � o REGISTERED PROFESSI AL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE L6 O N GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: SMH #42--_ ASSESSOR'S MAP 002 - PARCEL 02 S? �` INV OUT-57.87- V ,' 2. SETBACKS: FRONT = 20' 3. UTILITY INFORMA7 ON AS SHOWN ON PROPOSED SUBDIVISION PUNS. 4. COMMUNITY PANEL. NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, Sl ., AREA OF MINIMAL. FLOODING. \ ,, 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). \ SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Ay \ s WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE0 FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' /y \ 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 CMR 10) y' 6 S SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA s \ �\ CONSTRUCTION NOTES: �L S \ 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED o `jc4 s 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. \ 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM Z S '---- THE SUBDIVISION CONSTRUCTION PUNS FOR COTUIT MEADOWS, DATED 3. SEWER BUILDISN G0 C, SHALL ONNECTION�S� APPLY TO THIS SITE PLAN. - MIN. COVER SHALL BE 3 FT. 6O - SET CLEAN= AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABL.E DPW 28 - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1%. S8•, �� S INV.-55.23 SMH #33 >> ?� INV IN 54.75 i x s�. INV OUT-54.65 k' 63.9 �-6 4_ !y 63.5 - w ,' Cotult Meadows Subdivision \\ 6� otult•Barnstable Massachusetts 63.0 ti� �� S �� �� � c C � o C PREPARED FOR LOT 123 3.9P cum 6A� s x0 COTUIT EQUITABLE HOUSING, LLC ` 64.31 ,' PROVIDE i s' olA. X �• S � Q P. 0. Box 9S 6' DEEP LEACHING '4 2.5 �� PROPOSED � ,� ��s�a 5 ��ANOUT Centerville, A 02632 BASIN W/ 1 STONE HOUSE 00 -�' SURROUNDING (ORS 1j F.F.E.-68.0 y �• y ,� + A6� TRLE EQUIVALENT VOLUME 3► s, �P + \` �s �' Site Plan ALTERNATE \^ �, DECK ?d,� S INV.•56.39'' ry Qo��� Lot 124 0 Dovetail Lane CONNECT ALL ROOF •�` �.17 67. r' ` +/ DOWNSPOUTS TO 4� 0� ,' �A, 2 2 r LEACHING BASIN '.� O 66.0 / GARAGE 1• �'// BAXTER NYE ENGINEERING & SURVEYING \ 65.0 SLAB-67.42 Registered Professional W. 66.5 / _C Engineers and Land Surveyors 60.0 LOT 124 ,/ � o. ', Ns I,� � 78 North Street,3rd Floor,Hyannis,IVIA 02601 �y�j"OF U4 � 11,6�11 f S.F. 4 Phone-(508)771-7502 Fax-(508)771-7622 �o� nHE yG� 0.27± ACRES CIA ---- N 20 0 20 40 4 83=Noo z VEGED \ SCALE IN FEET ..9s ONAL12" E�G� N ' EP RAIN GARDEN(250 C.F. O�� `+ �\ �� SCALE: 1 = 20, DATE. 08-01-12 .� o. STORAGE) �►�,, BOTTOM-60. 9 M REV: DATE: REMARKS y / 5 LOT424 r , DRANW NUMBER , ' 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214