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0248 PHEASANT HILL CIRCLE
_ CAPE coy INSULATION • . M1ROlASS SEAS1 M ~FOAM 3VSP1NPW ` \AM OYTTC45 INSOMA ON "111"5 1-800-696-6611 13 �� Town of / ? ` Regulatory Services Building Division Address - c ,, , Address 2 Date: -02 6—( .1 Dear Building Inspector' Please accept this Affidavit as documentation that Cape Cod Insulation; lnc: performed & completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BPI) inspector.'All work-preformed meets or exceeds Federal & State Requirements. v Property Owner Property Address Village Insulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted Ceilings Slopes Floors Walls ( CA ) ( ) ( ) ( ) ( ) Sincerely Henry E.Ca <Jrres'id'ent w Cape Cod Insulation;"Inc. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma Parcel U Application p X5 Health Division Date Issued Conservation Division '.Application Fee Planning Dept. -Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address o, 9-9' Village /23 Ty/ Owner II Jr9 4A&,t? , W Address Telephone Permit Request /2/0 -1Z oa Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation a�l�6; A Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. $., Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ANo On Old King's Highway._L3 Y ,� No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached-garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name4eg�f l ,r4,,l Telephone Number Address f Z&Adiol Z/d License # �'1,2 'lpf p I-Jt- Home Improvement Contractor# Email Worker's Compensation #�VZ d ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE�TAP Z/,4.5 L FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. R ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 'r t DATE CLOSED OUT ASSOCIATION PLAN NO. Massachusetta-Jepartf6ent,of Public..Board of of Building Regulations acid Standards Constructicin Supervisor License: CS-100988. •i HENRY E CASSI]D ' `': ,•%/ �x F T: p ' 8 SHED ROW WEST YARMOiFi'H Expiration Commissioner 11/11/2015 4 , Office of.Consumer Affairs and Business Regulation 10 Park Plaza.- Suite'5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 153567 Type: Private Corporation . ...."V Expiration: 12/15/2016 Tr# 259188 CAPE COD INSULATION, INC t f, HENRY CASSIDY 18 REARDON CIRCLE ; SO. YARMOUTH,.MA 026641 Update Address and return card.Mark reason for change. scA 1 0 20M-05i11 .:0 Address' ❑ Renewal Employment Lost Card �e epanu�s2oo2tueaCC�o�C�/�ltutaac�ttaeC� • ' Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:. egistration: ;1:53567 Type: Office of Consumer Affairs and Business Regulation ,y xpiration 12/1;5/2016 Private Corporation IO Park Plaza-Suite 5170 Boston,MA 02116 CAPE COD INSULATi6k NC` HENRY CASSIDY 18 REARDON CIRCLE'':' SO.YARMOUTH,MA 02664- Undersecretary 9NO/valid Ws.ig s. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations. �.� Ya, , 600 Washington Street Boston,'1YIA 02111 . _ y. www.mass.gov/dia l Workers Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibI Name (Business/Organization/Individual): �� �' tj, _••a Address: 0i City/State/Zip: Phone Are you an employer? Check th�appropriate box: Type of project(required) 1.R I am a employer with � j .4. ❑ 1 am a general contractor and 1 " s ❑6. New construction employees(full and/or part-time).* have hired the sub-contractors s 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7.{❑ Remodeling # ship and have no employees These sub-contractors have =. g. ❑ Demolition' ' workingfor me in an capacity. employees'and have workers' Y9.; ❑ Building addition [No workers' comp. insurance comp, insurance t. q ; 5: We are a corporation'and its' 10.❑ Electrical repairs or additt ns required.] ❑ rP - � V. 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs`or adds'Ins myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs _ insurance required.] c. 152, §1(4), and we have no F employees: [No workers' 13. Other t; r comp. insurance required.] t *Any applicant that checks box 91 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 a new affidavit indicating such x #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have e. employees. If the sub-contractors have employees;they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job srt . information. Insurance Company Name: U # Policy#or Self-ins. Lic. Expiration Date: I/ 11 (� I(D Job Site Address: �}-� � �f��/ ,1 C/�' City/State/Zip:�'��� // 4Z� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration da, Failure to secure coverage as required under Section 25A of MGL c. 152 can lead-to the imposition of criminal penalties ofa 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 d line of up to $250.00 a day against the violator. Be advised that a copy of this statement may. forwarded to the Office of ` investigations of the DIA for insurand covers e verification.' 15.' I do hereby certify d the psi an penalties of perjurithdt the information provided above is true and correct. ... Signature: Date: 7 Phone#: Official use only. Do not write in this.area, to be completed by city or town official., City or Town: ' Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical.Inspector 5. Plumbing Inspector, 6.,Other4 €. Contact Person: Phone#: f CAPECOD-27 BDELAWRENCE ,acoRo CERTIFICATE OF LIABILITY INSURANCE - DATDIYYYY) 6/301230/2015 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(les)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: Rogers&Gray Insurance Agency,Inc. PHONE FACX 434 Rte 134 A/C No Exc: ac No):(877)816-2156 South Dennis,MA 02660 AIL ADDRESS: INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Peerless Insurance Company.-see LIBERTY MUTUAL INSURED - wsURERi ATLANTIC CHARTER INSURANCE GROUP Cape Cod Insulation,Inc. INSURER C: 18 Reardon Circle INSURER D:: South Yarmouth,MA 02664 INSURER E INSURER F: - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY,CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED.BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN.REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE R POLICY NUMBER MMILDDY� MM/DDT LIMITS A X COMMERCIAL GENERAL LIABILITY EACH.000URRENCE $ 1,000,000 CLAIMS-MADE PCI OCCUR 6BP8263063 04/01/2015 04/01/2016 DAMAGETO TED PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 10000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PR - X POLICY D JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY r 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) $ UMBRELLA LIAB OCCUR - EACH OCCURRENCE - $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEC) I RETENTION$ $ WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY YIN STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE WCE00431901- - 06/30/2016 06/30/2016 E.L.EACH ACCIDENT $ _ 1,000,000 OFFICER/MEMBER EXCLUDED9 NIA (Mandatory In NH) E.L.DISEASE+EA EMPLOYEE $ 1,000,000 If yyes,describe under 0 SCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (CORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers Compensation includes Officers or Proprietors. Additional Insured status is provided under the General Liability and Auto Liability when required by written contract or agreement with the Certificate Holder. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cape Cod Insulation,Inc THE.EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 18 Reardon Circle ACCORDANCE WITH THE POLICY PROVISIONS. South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved_, ACORD 25(2014/01) The ACORD name.and logo are registered marks of ACORD HOME OWNER WEATHERIZATION WORK PERMIT. h PLEASE COMPLETE AND SIGN THIS FORM AS THE APPLICANT HOMEOWNER, I hereby consent to and agree that weatherization work may be done by the Weatherization Program of Housing Assistance Corporation,on the property located at: V 22 The weatherization work done wiil'bebased on programmatic priorities and availability of funding and it may include all or some of the following measures ' A Weather stripping; air sealing; attic & basement insulation; exterior wail insulation; ventilation' measures In consideration of the weatherization work to be done at my horriel agree to the following: ` 1. I give permission to Housing Assistance Corporation the property with.such equipment and materials as may be necessary`to perform weatherization. 2. The Housing Assistance Corporation`reserves the right to inspect the fuel or.utility bill for the weatherized unit on an ongoing basis for no more than five (5) years after the weatherization work is completed. I have read the provisions of this agreement and give my consent. ; Home Owner(signature) .'- Home Owner email: Date. Agent:(signature); Date Weatherization ontractors: C-0 cQ \ --- Adam T Inc Cape Save , All Cape Energy Frontier Energy'Solutions Alternative Weatherization Lohr'Home Improvement nstru Resolution Energy Cape Cod Insu a i Tupper Construction Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * y . Hyannis, MA 02601 MASS. (508) 862-4038 ' prFD MA'I A certif icate of 0ccu1 papcy Application Number: 201005181 CO Number: 20110002 Parcel 10: 002002027 CO Issue Date: 01110111. Location: 248 PHEASANT HILL CIRCLE Zoning Classification Proposed Use: DEVELOPABLE LAND Village: Gen.Contractor: 'BAYSIDE BUILDING, INC Permit Type: RC'00 CERTIFICATE OF.00CUPANCY RES. Comments: /�11,f Building Department Signature Date Signed nt k � 1 i . ,SINE TOMOF �AR�l1STA�L fl41jY �O�► Application Ref: 201005181 1* BARNSTABL,B, Issue Date: 10/07/10 Per i 9 MASS. 4p� i639• Applicant: BAYSIDE BUILDING,INC rF0 MAC o► Permit Number: B 20102123 Proposed Use: DEVELOPABLE LAND Expiration Date: 04/06/11 Location 248 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 00200 27 Permit Fee$ 688.50 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 135,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEROOM,2 BATH SALTBOX COLONIAL THIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH AN ATTACHED 1 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 Application Entered by: RM Building Permit Issued By: ,�Ae4 /t G , THIS'PERI`1I 'CONVEYS`NO`RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR ANY PART THEREOF EITHER TEMPORARILY OR'PERMANENTLY (I F11CROACAEMF,NT.S.ONPUBLIC.P,ROPERTI',NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE MUST,BE APPROVED BY THE JURISDICTION: STP.EET OR AI:LY GRADES'AS=WELLAS�DEPTH AND'=LOCATION OF'-PUBLI&SEWERS"MAY BE,OBTAINED FROM THE DEPARTMENT:OF PUBLIO ORKS ;4 THE ISSU:4NCL OF THIS-PERM[T DOES NOT RELEASE THE.APPILICANT FROM THE CONDITIONS OF ANX APPLICABLE SUBDIUISION,RESTRICTIONS . MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. o� 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). IMMIA n at BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I a 8 I o(�vh,ile.� ���: e� ..� 1 & fl �Po =:5X)kjJk l 2 l6 08 ��D 2 � 2`'� F ( 3 ( 1 ok iZ -Lit I0 1 Heating Inspection Approvals Engineering Dept Fire Dept "W j 2 -n � 6 p C Board of Health ; x ,,1, , I Y �a r -- C,7 o I 40 r r .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0092 Parcel xoZ , 0 7 Application #-Q 0 Health Division Date Issued I Conservation Division v a Application Fee / d Planning Dept. 1 , OQ Permit Fee ' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address � � ' ll`u_ OWCoE Village C6T61 / 7- Owner Address Telephone 7 7/r Permit Request 720 4UeV5 I1e41CT 4 3 A 613<Q0W , Z d d 7W 5ALT&DEC Cl�ir,w 11L ul,(rl-1 ItAl c-192 oogle"iF Square feet: 1 st floor: existing proposed 1/6 2nd floor: existing proposed hV Total new 15616 Zoning District Flood Plain �_ Groundwater Overlay r Project Valuation JS% v Construction Type ��m ge Lot Size Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family Jr Two Family ❑ Multi-Family (# units) Age of Existing Structure DJXA) Historic House: ❑Yes 31 No On Old King's Highway: ❑Yes to Basement Type: @'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Y1'6 Number of Baths: Full: existing new _ Half: existing new 0 Number of Bedrooms: existing I new Total Room Count (not including baths): existing new First Floor RooVa2Co of Heat Type and Fuel: VGas ❑ Oil ❑ Electric ❑ Other cn Z Central Air: ❑Yes dr No Fireplaces: Existing New Existing wood/cowstove: 0 Yes W40 m . Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ exis?ing '9 new size_ Attached garage: ❑existing Cdnew size Shed: ❑ existing ❑ new size — Other: 3 u' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ rn Commercial ❑Yes &"No If yes, site plan review# Current Use V/ICw T Lor Proposed Use 61,06Z TAPN(LY.. tfd ME APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �/ Telephone Number 721— /D Y `F Address 1� �� l S License # eQ 56 Home Improvement Contractor# Worker's Compensation # VCF `73 5/0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T 4o SIGNATUR DATE FOR OFFICIAL USE ONLY 1 APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ) ( to t� FRAME 311E1t77 k ®® so ro&rlc INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING " DATE CLOSED OUT 4 ASSOCIATION PLAN NO. __s" �'la,sachusEtts- Del3artment of Public Safetti Board of Building Regulations and Standards 06 sl:ruct on Supervisor License License: CS 5645 . f Restricted to 00 p r rsx I BRIAN T DACEY`V,' # PO BOX 950 CENTERVILLE MA!, 632 ; c`- - Expiration-_:4/19/2012 a (`gmmVs3tnder�.' o' Trr .21209. 3 Restricted to: 00 .00-.,Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license.` Refer to: WWW.Mass.Gov/DPS 77 d. I Town of Barnstable M � Regulatory:Services SAMSWIZHAM Tomas F.Geller,Director Building Division Tom Perry, Building Commissloner 200 Main Street, �Iyannis,MA 0260. Office: 508-862 403$ Fax: 5087790-6230 property OwIlex Must Complete and Sign TI- s SectiOn If Usffig A Builder CoTyiz �Fez)17 d 5l.A 6 . ,,,ov.Met-of the.s.ubjeet piope-�-p- hereby authorize_ , :. ,� ... .to°act on my behalf,. in i 3nattets telative to•work authodzC.d by this build ng.persnit•appli.cation.<fo : tf� L cIRcell (Address of Job) Signature of Owner � Date -� Print Name The Commonwealth of Massachusetts Department of Industrial Accidents RE Office of Investigations' ' e ' 600 Washington Street - Boston,MA.02111' www.mass.gov/dia: ' Workers'Compensation Insurance Affidavit:Builders/Cozltractors/Electricians/Plumbers Applicant Information - /.'Please Print Legibly Name(Business/Organizationandividual): b6J1Z-P/A16 � 4 Address: DJe City/State/Zip: C6V7Fz(1IL[16_ . 0 263Z Phone.#: 771-s t'oVO Are you an employer?Check the appropriate bow: :Type of project(required):, 1,❑ I am a employer with 4• I am a general contractor and I • * , have hired the sub-contractors 6• ❑New construction . ..employees(fulland/orpart:time). 7, Remodelin 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet. ❑ g ship and have no employees These sub-contractors have g, []Demolition 'tivorking for me in any capacity, employees and have workers' 9 Du:ilding addition [No workers' comp,insurance comp, insurance,$ required.] 5. [] We are a corporation and its 10.❑•Electrical repairs or additions 3,❑ I am a homeowner doing 611 work . officers have exercised their 11.[]Plumbing repairs or additions ' Myself,[No workers'comp. right of exemption per MGL 12.[]Roof repairs insurance.re uired. t c. 152, §1(4), and wehave.no q , 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 Homeowoers.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 state whether ornat those entities have employees, If the sub-contractors have employees,they must provide their workers'comp.policy number.. X 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,M -�G F OO7� 11ot' r`U: ' ExpirationDate: L `/it Job Site Address: 612f/ KC� •`GIIeC� 'City/State/Zip: © �/lT Attach a copy of the workers'compensation policy ideclaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A ofMGL c• 152 can lead to the imposition of criminal penalties of a fine lip 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' Investi ations of the DIA for incur ce covers e.verification• Xdo hereby certify under the pa r s•and penalties ofperjuty that the information provided above is true and correct. Y Si ature � Phone# 1 7f Official use only. Do not write in this area, to be completed by city or town official City or Town, Permit[License#: Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4,]Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Bayside Building Inc. Certificates of Insurance 2010 Sub Contractor General Liability Workers Comp All Cape Garage Door 06101104 10107110 06101104 06101111 Aluminum Products of Cape 08115104 08115111 08115104 08115111 nthony Averinos 07120104 04106111 07125104 07125111 Besse Landscape&Nursery 04130107 04130111 05118107 07117111 Baxter Nye Engineering&Surveying 08111105 08117111 08120104 08120111 Bortolotti Construction 03107104 03107111 03107104 03107111 Cape Cod Copper 02107108 02107111 04104108 04104111 Cape Cod Marble&Granite 07101105 07101111 08116105 08116111 Cape Concrete Forms 06105107 08112111 12107107 06108111 Carpet Barn Inc 01101106 05/01/11 01101105 01/01/11 Casella Waste Management 04130108 04130111 05101108 05101111 Central Vacuum House 12101105 12101110 01101107 01/01/11 Chaves,Robert 08113104 08113111 12117104 12117110 Christopher Costa,Inc. 01122108 08105110 02/06/07 02106111 Cornerstone dba Tony Arede 03110106 10122110 03117106 02101111 Dartmouth Pools&Spas 01101108 01/01/11 .01101105 01/01/11 Davids Building&Remodel 01101107 01/01/11 06114104 06114111 D.P. Fuccillo Construction Inc. 10120106 10120110 .10120108 10123110 Fast Glass Service 08108109 08108111 04107109 04107111 Govoni Land Services 05131104 06122111 07104104 06122111 Hill Construction 04129107 04129111 08114104 08114111 Joyce Landscaping 11115104 11115110 11115105 -1 11115110 Kitchen Appliance Mart,and 08112104 08112111 01101105 01/01/11 Electronics L&MGlass Co,Inc 05101104 05101111 05101104 05101111 MacDonald Concrete Finishing 01109104 01109111 04107104 01/09/11 MAP Insulation 10101107 10/01/10 10101107 10/01/10 Meagher Bros. Construction(DECKS) 04125109 03124111 11109108 11109110 Meagher Construction(ROOFER) 06119104 03113111 06123104 06123111. Morse's Masonry 03110107 03110111 10111108 10/11/10 New England Concrete Solutions 04101110 04101/11 03/23110 03123/11 New England Home Technologies 01122110 01122111 01122110 01122111 Northern Sealcoating 10/01/07 10/01/10 04101107 04101111 Northside Design Associates. 01115107 01115111 11130106 11130110 Pastore Excavation Inc. 06105108 06105111 10112108 10112110 Pro Fence Co.,Inc. 03126107r 03126111 03126107 03126111 Reed,Mel 07121104 07121111 07/21/04 07121111 Sprinkle Home Improvement 07101108 07101111 01101109 01/01/11 Steven Johnson-SMJ Carpentry 04125104 04125111 04125104 04130111 Anthony Spagnuola.dba Spags 04102107 04102111 08111107 08111111 Viola Associates Inc. 04129108 04129111 04129108 04129111 Walpole Woodworkers 10115106 10115110 10115106 10115110 Whiteley, W. Vernon 10101104 1016P10 10103104 10103110 Wood Floor Specialists 102103108 1 02103111 02103108 1 02103111 Page 1 of 1 i TempParcelEdit Page 1 of 1 ,J,ffO/ �Y y.� `� p Yet '� i� i ucN lY✓�k r � .� - ,', \ '� �'l`'.."—"^" � ✓,r,/r✓�✓ :gin?. �, rv�/ 4�• r;- ' fit ✓ i3ti, u,,:,;:,.,.u. „s„„/E!«.� ,.lr6w- .,.,s..°; F•z. _ ..,... ,; Logged to As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 I 002 ` 027 Street Number: 1.248-1-1-11 Unit: Dev Lot LOT 27 Road Name: PHEASANT HILL CIRCLE _..... _ T/R: Sec. Road: Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: ... pdatDele e Add Another http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 4+' i REScheck Software Version 4.3.1 Compliance Certificate Project Title: DOVETAIL MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING INC BARNSTABLE,MA Compliance: Compliance:8.3%Better Than Code Maximum UA:216 Your UA:198 The%Better or Worse Than Code index reflects how dose 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. Gross • Assemblyor or D•• Perimeter • TOTAL CEILINGS:Flat Ceiling or Scissor Truss 816 38.0 0.0 24 TOTAL WALLS:Wood Frame,24"o.c. 1763 21.0 0.0 87 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 134 0.310 42 Door 1:Solid 42 0.150 6 Door 2:Glass 42 0.280 12 TOTAL FLOORS:All-Wood Joist/Truss:Over Unconditioned Space 816 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 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: DOVETAIL MODEL Report date: 09/28/10 Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 1 of 4 i Alk REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS: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:0.150 Comments: ❑ Door 2:Glass,U-factor:0.280 Comments: Floors: ❑ TOTAL FLOORS: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. 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. ❑ 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. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness 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. (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 Comers,headers,narrow framing cavities,and rim joists are insulated. Project Title: DOVETAIL MODEL Report date: 09/28/10 Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page 2 of 4 ,L (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Lj 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. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: 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. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ 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: ❑ 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 181 B 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 65.3 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 97.9 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 49.0 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 32.6 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. ❑ 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: 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: Lj 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. Project Title: DOVETAIL MODEL Report date: 09/28/10 Data filename:C:\Program.Files\Check\REScheck\THE DOVETAIL.rck Page 3 of 4 Exceptions: Where public health standards require continuous pump operation. 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 (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'c!). Certificate: rl 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) Project Title: DOVETAIL MODEL Report date: 09/28/10 Data filename: C:\Program Files\Check\REScheck\THE DOVETAIL.rck Page.4 of 4 2009 IECC Energy Efficiency Certificate mom Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00- Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.15- 0.28- Heating System: Cooling System: Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(Igo CMR 5301..2.1.1)1 THE DOVETAIL MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................B Q 1..2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ....................O.........................9<_12:12 Q Mean Roof Height ......................................................................(Fig 2)...........`�Lo...O 0�.....................23 ft s 33' Q Buildin Width,W ............... �"v g (Fig 3)...Y'�:... ....:............ '{....... 24 ft 5 80' ® Q Building Length, L ..............................................................(Fig 3).................I.............V.16.........48 ft <_80, Q Building Aspect Ratio.(L/W ...............................................(Fig 4)...........:.... ....:.......................:.....2 s 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6%8"_<6'8" Q 1..3 .FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................:........................................................................................... Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—.general ................................. ........(Table 4)................................................... 28 in. Q Bolt Spacing from endrjoint of plate ............................(Fig 5)........................................12 in..<_6"—12" Q. Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................:(Fig 5)............................................. in.>_15" N/A Plate Washer...............................................................(Fig 5)..............................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)....`.............................. Q Maximum Floor Opening Dimension...................................(Fig 6)............. :....;..:............. .......-9'-0°_ft<_12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall.(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall....:...........(Fig 8)................................................... ft 5 d N/A Floor Bracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ............:...................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 infield Q 4.1 WALLS Wall Height Loadbearing walls................................................:........(Fig 10 and Table 5).........................7'-8"ft 5.10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5 .18 ft _<20' Q Wall Stud Spacing ......................:.................................(Fig 10 and Table 5).....................16 in.5 24°o.c. Q Wall Story Offsets ...................:................:...................(Figs 7&8)........................................... ft <_d N/A AWC Guide to Wood Construction in High.Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.................:.......................................(Table 5)..........................................2x6-7 ft 8 in. Q Non-Loadbearing walls.............................................. (Table 5)........................................2x6 18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs...........................................'...(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .._�Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length .......................................................•..(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................'(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)................................................................3 Q Load Bearing Wall Openings(record largest.opening but check all openings for compliance to Table 9) Header Spans ............................ ......................(Table 9)..........................................6 ft 0 in.<_11' Q SillPlate Spans ......................................:...................(Table 9)..........................................3 ft 0 in.<_11' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.......................................................:.......(Table 9)..........................................8 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9).................................._ft=in.<_12" N/A Full Height Studs(no.of studs)...................................(fable 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q Sheathi .9 Type...................:.........:...............(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.:......................................,(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).................................71%for two floors Q 5%Additional Sheathing for Wall with Opening>6'8".(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2............... ......................................................7'-8"<_6'8" Q Sheathing Type............:.....................:..........(note 4)..........................................................WSP Q Edge Nail Spacing able 11 or note 4 if less .............................3 in. Q Field Nail Spacing.........................................(Table 11,).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................24% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).._.................. Q Wall Cladding Rated for Wind Speed?....................:................:.............................................: Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?..............'........(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)......................................... .....L=176 plf Q Shear..............................................(Table 12).............................:...................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker..........................................(Figure 20)............._ft 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)..............................:........L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness............................................ ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening able 2)............................................................8d Q THE DOVETAIL MODEL COTUIT MEADOWS MEETS THIS CHECKLIST THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements -.b. _Wood_.Struetural.Panels_shall_be.mmimum_thickness of-7/16"-and be installed as follows: i. Panels shall be installed with strength axis'parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top_plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing.. v. Horizontal nail spacing at double to.p_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 r 1 1 � AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMx 5301.2.1.1)1 -WH�IJ THIS EDGE RES7S ON fFt I IC,IlSESII NAILS AT W jf- ------------- 11 it 1 11 14 1 11 11 li 1 Y 1.1 i 11 11 t 11 11 11 11 Ir I 11 11 1 11 11 H 1-I I 1 11 I� 1 7 11 Il I 11 1 L - 1 11 II 1 ' I `C O f1 P4 F II it Il .. 1 li li ii �QI t IL u i Q 1 1 i t W 1 I1 11 11 V I I 1 1 ~ 1 IJ t II rl 11 1 1 11 1 I 11 Ill t I 4Ol OLE i:ME MAILSPACINCr fPANEL- 1- See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a Ica i ZQ i 1 � 1 #1 1 1 11 II u 1 Z W m I I 1j 1 1 a 0a + /, FRAFgING MEMBERS 1 r EDGER[TERMEDWT£ "i 1 1 i 1 1 1 31 Ulm - j STAGGERED 3�MMY AWLPAT7EAN igPANEL , i PAWL EDGE DOUBLE NAIL EDGE SPAUNG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment TempParcelEdit Page 1 of 1 ` a � $ N Logged In As: Wednesday,January 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 1 027 Street Number: 248 Unit Dev Lot LOT 27 Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: T R 171 Villlage: 07 COtUIt %;', Part of M/P: MAP 002 PCL 002 _..-.....-.m........... Plan Ref: jPLBK 617/69-75 (APP 7 62) Date Added: Updated: Update`: �Delet AddA�n®ther ;F http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 .. I SMOKE DETECTORS REVIEWED u N /o o - ----- - _= BARNSTABLE BUIfnINr DEPT. DA - -- - -_ -__ - ---_- FIRE DEPARTMENT DATE e+ gyp BOTH SIGNATURES ARE REQUIRED FOR PERMTT7TNG J n .J N CARBON MONOXIDE ALARMS Lj i --___ -- MUST BE INSTALLED PER W MASSACHUSETTS BUILDING CODE - _- ---- -- - -- - -- - ., g Z LL --- ---- IIJ ---- wed -—-- ---- --- _ — W EL ar ou co u) W FRONT ELEVATION m W SCALE: 1/4' 1'-0' Q o . m M IL Hfill QZX -_ --- -1tu w Q -- - ZE w o�� w �� Q ci 0 B"BET REAR ELEVATION 1 SCALE: 1/4" . 1'-0* DRAWN BYE KW DATE q/17/10 - N f� . � N O �12 d rn 12 h 0 ® F v U. !tt O CY Lo W FRONT ELEVATION w SCALE: 1/4a Z YC`I 0 M (L w J lu q J _J ON A Z Q:l E a Q VIO O cA Z) W at- nu REAR ELEVATION SCALE: 114' a 1'-0° SHEET 2 JOS: 1026 .. DRAWN HY: KW DATE, 9/IT/10 N cm cq N 48'-0" .. - O < • I6'-4° W-4° 14'-4° 12'-0° Lo W ` w N tl() - L O f �a 0 vl r—JI IL—I��% N q g I m 4W 2448 q r� 10 ,�• 2g RV. KI VINYL CARPET EN - pININCs so I/&x as Ww ----� m W jF .;PULL DOWN; Ifs - Z 6TAIR8 2* O L---J TW 24E2 a 80 W.40 7AV (14 1� (a)9 1/4•LVL ABOVE PLUSH C ♦-' N i ` V � W O .. 212 / 1.,IVING - CARPET S CARPET 7W 244G V . C 2' 4°Y W-O° 90 1/8°x 66 7/B• N UP Z TO?0.11.DOOR . a W�—N 22 Q Z 3 q R ag F N A N I J_W W o QQ F Z >V 0. n (-U 1-- # V-5° O-a° W-5° 4'-a° Q 14'-0° 91680 FT FIRST FLOOR PLAN sNEET SCALE: I/4° e 1'-0° AB J05: 1025 DRAWN Sri KW DATE: WI7/10 • .. - .1 - y 9 e , Y (D Lo , a } E _ r _ U u°) v LL L -- _ _ __ - --- _----- cr h — ---- — -- — — �' co -- -- Ln r � — <: - - -- — — ----- ----- 2--- CLOSET — 1� Q O BATH 2 p 0. m 7 2A 2& W - - a BED#1 BED L42 30 va x W T/ _ - J _ lu v �2. — []Z 3 >a JW W o m H0. Q n I n n (L 104 7--6u 7'-6" 3W-O" J SECOND FLOOR PLAN SHEET SCALE, 1/4" e V-O" A4 JOB, 10-S DRAWN BY. K1N - OATE: 9/17/10 N m N O 12'-0° GC O l 4x4 P.T.POST q��" - GALV.METAL P06T AW-4M Q IO•"S70W TU3E'PIER W/ irk 0 26''BIG FCOT'FOOTING TYP. q 1 r A W b O IL U o --------------- —J.:L _—� ' � ----- — —=— -- --- -- r a - I 1 6'.46'CONCRETE WALL 1 ':1 V 1 ` I 0-9 O a-CCNTINUOUS FOOTING TYP. I 1 FULL BASEMENT • W I 1 GARAGE i -� 6'-4° 6'-4 � O I PIT4'=NC�SLAB TO"" 1 r--:7 r 1 f— -:-1 1 1 o g+�� m 4 Fv" 1 IL I I L------ u1 I I 8 2x10 GIRDER NOTE j------i 6 1/2'VIA.STEEL COLUL'64 1 1 V I 1 B/B" ANCHOR BOLTS r_ -y B6'x66'x12'CONCRETE PAD 1 EMBEDDED 7" F--- SPACED 2S"D.C. IL--- --� u I 12' FROM CORNERS • 1 :. DROP WALL l0' 1 1 WASHERS 3"x3"xl/4' L___ -J • I S .. I o DOOR I I 6'.r-w COW-WALL ,t' _ J 1 L--- --------- '.1 wxla CONTINIO S FoonNG *'u I I v - 1 -- II nz O---------- - - - W ----------------- ------------------- 1 _1tu W Qa T Z i t- tu '� Q L 34'-O° Q r 14'-0' #V f- FOUNDATION PLAN SCALE, 1/4" a 1'-O" SV7EET1 1 JOB. 1025 DRAWN BY. KW DATE: w7/10 N P t9 N Q < O ® w to 00 ' SrtI2RIMET W � T p ROOF , I- - }� 'ASPHALT SHINGLES .. q' S/e'PLYWOOD SNEATHIWl _ ZW .. RS9 F.4.ENSUE..91MPSON N2.9 My ♦w OL R9B F.G.INSUL. �S �1 U RAFTER/IllSTOP PLATE a 1 2xe'9 v W O.G. - _ Q NNLTIQ28 TYP. FASCIA _ O . 1/2'GYP.HOARD -STRAPPING ` CO FASCIA/ E I DR MEMBER Q CONTINUOUS VENTING DRIP EDGE 1 iv tz8 FRIEZE HD.WI BED MOULDING AT WMD WA9N BARRIER REOUIRED _ - - I ' AT EXTERIOR EDGE OF PXTeRIOR - T _i y_y //(!yy( BLOCKING 4'-0 O.C. . IN FIRST TWO JOIST HAYS FROM GABLE WA 240's a 18•D.C. zao's p 1Y o.c. ))W-W � Q • - - M Md 9TRAPPING---�' _L9R 10 42'GYP.BOARD q'7 rrn - I.IA .L m W 2xG M F STUDS•241 O.CJ /' KITCHEN FOYER W Rm F.4.INS""SWE Z 1/2°PLYWOOD.C.SWI LNG/ - ICI Q O TNEK wRAP/W.C.SHINGLea FINISH FLOOR 9'-O° 4'-0' S/4'OW 9UBFLOOR Yii m d •R19 FISERALASS INSUL. 2-2.10 GIRDER PT 2x10'S 0 16.O.C. 00000.200,8 p�•O.G 2x109 1 N:'D.C. TYP.FOIMDATION weu. . tu 4.4 P.T.POST 3-2110 GIR'- - GAW.METAL POST ANCHOR 4'-2 _ P.T.SILL ANCHORED 28.O.C. n'-sow TUBE'PIER TYP. BASEMENT \12- •GONGRETeDAMP PROOF BELOW GRADE8 1/2'LALLY COLUMNS- 10•xts•cotmNuous FOOTING 1/2'MIL VAPOR BA RIgR NOTE,6 MIL VAPOR BARRIER EM ANCHOR BOLTS12'-0" EMBEDDED 71 SPACED 2W O.C. J .. ..- .. `. 12' FROM CORNERS Lu z N 1 WASHERS 9'x3°xl/41 (oz ) !` 4 Q 6 24--0' J ILL IL1 Q . SECTION "A" Q� SCALE, 1/4" - 1'-0" V >�7 N Ar tY V i O SHEET S2 JOSS 1028 DRAWN BYl KW DATE= 9/17/10 N • m N IXTEND"DR TO CORNE 2.6 DBL TOP PLATE RAFTER 0 16°O.C. N FULL HGT.STUDS ♦ 4 Ln JACK STUD M.-M NAIL TOP PLATE H2.9®EA. RAFTER APPLY SIMPSON MSTAIS CONNECTOR a o V� o TO BTM OF,.HDR 0 . w/2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER 0 S'O.C. TO EACH JACK STUD / � ) ..I N STRUCTURAL PANEL HEADER TOP PLATE NAILED 8d COMMON TINUOUS HEADER M G V O.C.EDGE AND FIELD CORNER TO CORNER / , W OVER MULTIPLE OPENINGS . N o W DOOR TRIMMER STUDS .. ®RAFTER TO PLATE CONNECTION 'WZ'.` Q SCALE,N.T.S. LL .2-5/8'ANCHOR BOLTS w/S'x8'PLATE MASHERS EACH NARROW WALL SECTION Ld O _ DOUBLE ROW STAGGER NAILIN im INTO BOTH PLATES 2x6 DBL TOP PLATE m ,off VERTICAL Lo aa1 ,•, STRUCTURAL PANEL �l W NAILED 8d COMMON 1 NARROW VIA LL BRACIN A AR E DOOR AND�`'i EVa FIELD I SCALE,N.T.S. SHEAR WALL COMPLIANCE: Q Q . We 71%OF EACH WALL RUN m �... _ VERTICAL SHEATHING WITH Sd NAILS B' EOGFA2' FIELD . (4)lod NAILS PER FT BOTTOM PLATE ' Ls 24%OF EACH WALL RUN VERTICAL W DOUBLE Row VERTICAL SHEATHING WITH STRUCTURAL PANELS J STAGGER NAILIN BREAK ON SECOND FLOOR V INTO BOTH PILINGS ad NAILS B' EDGE/12' FIELD RIM JOIST 2.6 DEL TOP PLATE (4)lbd NAILS PER FT BOTTOM'PLATE V J J H ' � W Q ECOND FLOOR RIM JOIST Q Z 3 VERTICAL STRUCTURAVERTICAL L PANEL O Q 0 Q STRUTUd C PANEL NAILED 8d COMMON NAILED 8tl COMMON N y ®V O.C.EDGE AND 1 O.2°C.IN F EDGEIELD Q A AND IV IN FIELD A ,W W u Q OL Q_ o N N Q DOUBLE R r Plow DouBLe Row V STAGGER NAILIN " STAGGER NA AND '_ # INTO BO%AND SILL � !; INTO BOX AND SILL .'k - SHEET QFULL. HEIGHT SHEATHING -SINGLE FLOOR ®FULL HEIGHT SHEATHING MULTI FLOOR SCALE.N.T.S. ECALE'N.T.S. 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I CERTIFY THAT TO THE BEST .OF. MY KNOWLEDGE'THE EXISTING :STRUCTURE SHOWN:HEREON IS. IN ' c COMPLIANCE WITH' THE.APPLICABLE BARNS'TABLE. ZONING. DISTRICT SIDELINE AND SETBACK . _ . . _�,-�;�,4.I:��I.�r I..1._;�:1.,-_.I.�.,'-;..,_,,�I,.'I',:,"�,.�I,1��-.,I.1 1�.I,I.I.I-,,,-.I.I,!1,":.�!I�:I tI-;..,,j f,_:—,�I-..I,.',�.,,,1 I.i.I,:'..I.,�7"���I,��.�,,,-�_�.1,:I_1,1",�.:1�1�1I.I Ie:.�..1�-,I,��"e���j:"�.",:w,I,,-, ,�.I�.,,�.r i 1;I��.I,'I..,���.�.�I.�-,I�1.r..w�,,...�.L,:1,....,,.I,;.-�.:I1-_I.4.��-�I���I�I I,�t.-�:.,I-�%-I1,..t,,,_.,t,.,�,..�:,-,I'1-I....1-�1�.I'',:1,..I.I&�1�1.i�_.1��I,.�i.,,.,..I I.�0,,.;..,1_�t.,1:".:.-�.�-,�1 I i,.,,,I:�-.',I,,,:-�,.1.�,,1.,II l.,t�,�.,,�,.'-I�I.�:.�.�,�..1 II��;,-�1.II—'.1.�t�.�:��,:I".,�I I,t ,1_,1��Irr-I,.,.�-�.,�I-1;.I��..��;,I'1', ,_�I,,,I 1,.i,I1.�41�1...��II,--.I,�II��-II�..�,.,I�.-I-.I� :�. REQUIREMENTS, ZBA APPEAL #2005=082, IS LOCATED ,IN RELATION TO'_THE MONUMENTS SHOW �' AND IS NOT ^LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA: . % , .:":1"_I.,,..I_:�..I,-I".�..I:�-III.1-".,T�r,,,�I�1,�0,,�,�,,.I�rI.t,,,'.I,,I.r.-"�,.1 I,r_��,I I,�..1,,I�*-.I�,..: .,.,7,b:II-.�t_w,�I'2-�7 i�,��q�,.,`r.,I,'1 I:�,�,I.�",,tI�..J I:,,I�-1%,.�I-_"�-II`��I.I�,t1I..,I.4,,,,�.I 1,;.,,��,�,I_I-,�I�,.1i,".,,�"...-,;..'.- �,.I,"�,�,--,'.,,..5;.I.�-I...�I�'.��"i,:_",.m;,,I;�1-:',rI�I1 1;.�I,�'1"�._-I,..,�.:",�I1�_'.;rI 1_1�1��.7.,I.rI",,,":�..,"��-I.,,,'1,11,I.,,:,1�.�..�!�-1�c.�t,.-I,-,,�.�---��I�,,,-;:,.,..-,,,I...'.I.I,�:,..--.,�t�-::_:1,,4'.I..I1I�2 1-�1 7Ii,�,-1._"I,,�-.�.;,._�,11,'t�',.,1.,:�,I,,,,--,,L�.�- I,,I"-.�.r'*I1,.,I,-,.,.,.�i�1,1"-.-�.:,,,.,T.�I�.,1�.,-�,,,,,..1....,I,..I,....�:.-�,,�,_�.-,��I,-��r,I-,I';�" .I;I11�.�.,.-,�.,1,.�,"I�,,,.�I.'-r;1,,:I,.-��d�_-�,I,.I,-;,�I.�'o 3I,*,.,..',:�,��,_"I,,'I"1r'1-,._',�".-I I�,.I�I�-.'-,1�'...�:"I. 1.._I..,I,,.1'.,I..I�-1,I-I.��..�I�,���,,-,I o....II._1 I-II�:,��4.-..:,.,,��.�.'.,'I,,,"1,.;,�,.-I.�,.,..I II."���t:e�,1"..,.t 1,,.",,�-I,-,':�,.�,11-t�1"�-I..i:.,1...,1�s,�''�..,.I--.�1,I"�,,,.III1,,,.I.I",�.,1,.11..._.I,�:�1I,I"�.I�II,.''-:—.�-,-��.,,,�:�i,��,1-,,.�-�-�,.1i..,..�,..,,!I,-�:,-i:_,....,I.'.-V,.:.,.I1�-..9-"�.-A,-.�,���,'::1,".',I,'':.,,,_�--...,,.r1_.1,I-�,�I,:-��"�.1.-1�It-,�I-�-;,�.,I 71-,:,,�-!-�11,1.w,.,I-�."I I�1 I�'I...(I�..�:�,-.._1�I1'.-�i,�,.�t, 1.-1.,I.,.�1,.�I.��:�"-,1-I�_.1�.�I.I,a,�I.....I :,..,,,t1I'1,".-.1'�'1--"-I,�,,.",�,�.,1_,_,.,,I�,I.-I���I.�.,�.1-I1.��.�,11 t,�..1 I 1.-�..-1_1:-:.,.,It.,:��.1I,"-�,1I.,I.�,Io,,Ir,I I".�-,��.IE I-,I�..�I�,"LLI.,�,.._.�!:,-1,-I._..I.I.- t,.-I,t,1"�:�.",..II.�"-.�-�._,.,�.,"I.,II-;.,I._",III I�.�,,...�;I IL.,:,,;1,�,.�.�,,-I_.1,,..1I-,.''---:I�,.:,,r.�.�.II�I,-�1,,I�I,k'�.t,�!I,.,.Id, �,,.-I.,1I 1-��.;I-,..r0I1,.�...I�1VI�I;�I.��:.-.�,��I I,,,,:.___,,..���r�,:.,,�I ,.,.�..1 I��I.-;,'�t I.�,.!,aI1.����I.�." .�:I,1,;.,.�I�1_,. u. '� .� I..:I I1-�.�I I,,I,��1,.,%.1�',I��..:.I..,I,1.�.,.,,�4,.,,��1�.,�-',.�...�.�� -:I I,�,.��w,,�.1�__-.�,,�. i THIS PLAN IS NOT TO BE-RECORDED NOR IS ,IT TO BE USED TO,`ESTABLISH `PROPERTY LINES � - is n � w.-I 1_'-.I�_-.-.,..I I�__.���:._.'�t,,.�.��..iI I..I,1 I,�1��I'�1.�-�.—�1-I-I-.".�.,,t'I-",.�.,��':I.�_�,;.�,I,I�.:�,�,I,I;.,,,,r�-�:�.,',.%:,-�-t.t1'.1141-,,I_.,,,��.,�r'......��-_,�I,1�I,I_.-:,-4 I%.1.'��" REGISTERED PROFESSIO AL LAN SURVEYOR N-BAXTER NYE ENGINEERING & SURVEYING DATE ,. - , z 0 13' C7. I. 1 1. I (\ . , r. � . . a , . . 1. _ -, C 4Y a } ?,' J J GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS. FRONT - 20' SIDE/REAR a 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE c WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED a HABITATS OF RARE WILDLIFE* FOR USE WITH THE MA WETLANDS z PROTECTION ACT REGULATIONS (310 CMR 10). SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 "cvmnED VERNAL POOLS." VEGETATED 12" DEEP RAIN SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER GARDEN (125 C.F. STORAGE) 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES TOP-60.0 BOTTOM-59.0 _ - UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) _ SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER _ - - — S sS 30'42" VI RECHARGE PROTECTION AREA — -- --------— 109.16' CONSTRUCTION NOTES: ',. P9.0 ',' 1 1. ALL GENERA. CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED LOT i7 7109635±' S.F. 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 2 ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C_5 FROM 0.24E ACRES N �I % THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 0 N , � DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. t 3. SEWER BUILDING CONNECTIONS.- - MIN. COVER SHALL BE 3 FT. 1 pE N LOT 26 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER 62.0 �= �i 6' DIA. x 6' prEEP LEACHING BASIN A// 1' UTILITIES AS REQUIRED BY ��ABLE �• LO 28 62.0 x 61.0 STONE SURRAUNDING - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X 60.5 61.5 x i CONNECT AVL ROOF DOWNSPOUTS TO x �f LEACHING BASIN ,' ,� / r' �E, vEG -exrED 12"/'DEEP RAIN / r'd� aPa, GARA� H� i6 .0 61.0 �Z. ' GARDEN (12b'C.F. STORAGE) 61.8 Ste" S INV.-54.18 TOP-60.0 6 0.7 , ' - S 17 Cotuit Meadows Subdivision r / , MH \ II ,)Q3 x 61•7 0 `1 s •' p` ' N -� , ' ' R Z$ sMH18 , / Cotuit-Barnstable, Massachusetts 1 •F .- o o 1-53.89 61.3 • 5 C' 59.0 �' / PREPARED FOR 61.0 s1.0 . » x S,' COTUIT EQUITABLE HOUSING, LLC tj G r In N x �'f OUTAN P. 04 Box 95 'qg 'Zi AC � / ,,'S Centerville, MA 02632 CURB ,' c� y STOP '' Q�ti�� A 1 7 6i.o / ' H 60 Site Plan ,' ,o/ Lot 27 . 248 Pheasant Hill Circle X / 59.40 L C1, �,� `� ,j S M BAXTER NYE ENGINEERING & SURVEYING S s INv.-53 Registered Professional ' r Engineers and Land Surveyors �,,tH OF M s c 78 North Street,3rd Floor,Hyannis,MA 02601 Phone-(508)771-7502 Fax-(508)771-7622 o � N 1 20 0 20 40 FSs 1 S T iiia SCALE IN FEET SCALE: 1" = 20' DATE. 10-05-10 REV. DATE. REMARKS LOT 27 WAWW MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214