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0614 POPONESSETT ROAD
°� i �� PROJECT NA,M& ADDRESS: �/f ��on eire77 PERMIT#C,?O/P- 7 PERMIT DATE: n/P.: �7 J LARGE ROLLEID PLANSARE.. IT: BOX SLOT Data entered in MAPSpro' am in: ? gr BY Ak REScheck Software Version 4.4.3 Compliance Certificate CNJ/ Project Title: New Custom Additions Energy Code: 2009 IFCC Location: Cotuit,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 614 Poponessett Road The Salamack Residence Nick Lagadinos Cotuit,MA 02635 ARCHI-TECH Associates Lagadinos Building&Design 6 School Street 13 Thankful Lane Cotuit,MA 02635 Cotuit,MA 02635 508-420-5335 508-428-4097 Compliance: Passes Compliance:12.6%Better Than Code Maximum UA:127 Your UA:111 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 468 30.0 0.0 15 Ceiling 1:Flat Ceiling or Scissor Truss 468 38.0 0.0 14 Wall 1:Wood Frame,16"o.c. 848 34.0 0.0 31 Window 1:Wood Frame:Double Pane with Low-E 8 0.260 2 Window 2:Wood Frame:Double Pane with Low-E 96 0.320 '31 Door 1:Solid 20 0.180 4 Door 2:Glass 42 0.330 14 Compliance Statement: The proposed building design described here is consistent2;igne gmeet plans,specifications,and other calculations submitted with the permit application.The prop s ilding has been the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandat eg cements list in tection Checklist. Name-Title Signa ure Date Project Notes: REScheck by Cape Cod Insulation,Inc. 455 Yarmouth Road Hyannis,Ma. 02601 1-800-696-6611 #9298 Project Title: New Custom Additions Report date: 05/30/12 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9298.rck Page 1 of 4 . REScheck Software Version 4.4.3 Inspection Checklist CNJ( Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-34.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.260 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.180 Comments: ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ 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. 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/doorjambs and framing. 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. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Project Title: New Custom Additions Report date:05/30/12 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9298.rck Page 2 of 4 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 50 pascals 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. (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. ❑ 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 8 cfrm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 U. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Lj Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. 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. Project Title: New Custom Additions Report date:05/30/12 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9298.rck Page 3 of 4 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. 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 V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) . r Project Title: New Custom Additions Report date: 05/30/12 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#9298.rck Page 4 of 4 A ..d 2009 IECC Energy UNf Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 34.00 Floor/Foundation 30.00 " Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 Door 0.33 NA CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION:. Map Parcel Application'#o� Health Division Date Issued Conservation Division ` lwz, Application Fee A06� C� , p Tax Collector Permit Fee + "I Treasurer - "x. . . Planning Dept. Date Definitive Plan Approved by Planning Board yJ Historic-OKH Preservation/Hyannis Project Street Address 6,; -e-2L5 Village Owner Sq/a rn2 Address Telephone Permit Request r-rs9ov-e /-o�T/ �X 6 Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay I� Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) v Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No (� Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing n-& Number of Bedrooms: existing new _I <1 Total Room Count(not including baths):existing new First Floor Roo ? ount Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coa stove: QYes; ❑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 Usev Proposed Use .r BUILDER INFORMATION lame� i�,/4 o*a Aloll Telephone Number 211 Address / 77—95��� 5 zoo- L�r License# Home Improvement Contractor# Worker's Compensation# / /��,2.2 O�Q9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE s i/ DATE 'Ile� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. f - ADDRESS VILLAGE OWNER L� vY DATE OF INSPECTION: FOUNDATION ®K 6 0r ®&-x �J- FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL = FINAL BUILDING Iae ig a DATE CLOSED OUT ASSOCIATION PLAN NO. ' The Commonwealth of Massachusetts - ial accidents u tr Department.o Ind s Office of Investigations 600 Washington Street Boston,MA 02111' wlvw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers _Applicant Information Please Print Le iblY Name(Business/Organization/rndividual): Address: City/State/Zip: �� Z'/�A /G� Phone.#: �/ .Are you an employer?Check the appropriate box!, :Type of project(required):.. 1.[] I.am a employer with eneral co�trabtor and I 6. ❑New construction _H leyees (full and/or part tims).* • have hiredthesub-contractors 2. I am a'sole proprietor or partner- listed on the'attached sheet. 7. E]Remodeling ship and have no employees These sub-contractors have g, []Demolitions employees and have workers' working for me in any capacity. 9, ❑Building addition [No workers' comp.i,Snrance comp,insurance.$' 5, E] We are a corporation and its 10.n Electrical repairs or additions required.) '3.El I am a homeowner doing ill-work officers have exercised their 11.0 Plumbing.repairs or additions ' . myself,[No workers'comp. right 6f exemption per MGL 12,[]Roof repairs insurance.required.]t p. 152, §I(4),and we have no ] 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 all work and then hire outside contractors must submit a new affidavit indicating'such. $Contractors that check this box mutt attached im additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. lam an employer that is providing workers'compensation insurance far my employees. Below is.the policy and job site' information. Insurance Company NMne: Policy#or Self-ins.U6.#: ���lL ��� ��� ���_ Expiration bate: tL D lob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the.Office of Investigations of the 1) for insurance coverage verification I do hereby certify ufcd r the pains and penalties ofperjury that the information provided above is true an'd correct Si tore: Date: Phone Offtclal use only. Do not write in this area, to be completed by city or town officiat City or Town: ' Yermit/License# Issuing Authority(circle one): 1.Board of Health 2,Building Department 3. City/Towu Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other ' c — Bo$r49t'Bufidj:` a r' fiRegufahopsunU,�t�u{I� mom E N I►� IINOV C CbNTR,gGi' reg tin Regis _ Of� =' Ltto` r �stfaZir t `; tt - e X i :.10 eraM- t;r 6294 �, tYbtrc►„tc: x irate - B40, ard o retilrn s .t�u n _ 04 One, Place Rm 1301 and Sk � ards'" TYPe In�t at Boait►n,A31c Q2103 - JOHN J.MAHONEY`_ John Mahoney . f: tag F'IYmo t �i tiu Ii Halrfax MA 02338 C a t ,� ^ .,-..-. -<.�_ ...._, a i....'�^'o^ t_r r� ��3 l"', .-._f-'� �• - 'i 9 .� . a a i " BOARD OF BUILDING REGULATIONS , f�k ? License CONSTRUCTION`SUPERVISOR i ' I Number: CS 000506 I Expires. 03/01/2008 Tr.no: 19728 i _.. ...._ Restncted;i 00 -JOHN J "MAHONEYt ; 12 SPENSER DR 5 '.HALIFAX, MA 02338 Cl� Commissioner , r f; t r 4 - _ —" f ✓ 1°° '` 'License or,registration valid for individul use only �fxe � Regulations and Standards. expiration date. If found return to: - before the Building Regulations and Standards Board of BuildingCTOR Board•ofBuilding g j301 HOME IMPROVEMENT CONTRA one Ashburton Place Rm Registrations 158202.U9262615 Boston,Ma.02108 EjpIratUon 1211912009 Tr!# s Type Individual J JOHN MAHONEY {act JOHN MAHONEY � Not valid without signat DR. 12 SPENSER Administrator HALIFAX,MA 02338 • r' K f p T r A. ' S ( i S+a„�n is I . x r' � idea hou&e special section A. j very house needs an easy- � � � tW ,���� 04 � t�'r�. , design tip: Crafted 1Jto-find entrance=who _ *; ,`` wood details add instant wants to run around searching xas ;I g;; character and warmth for the doorbell?At our Idea ''" ��1' ' # . to interiors.The wide House, a gleaning mahogany " plank,old-growth walnut door under a gently curved_ .. treads on the staircase portico says, "Welcome home. contrast with painted And the expansive views of t 'fxe p risers.Instead of plain Narragansett Bay just inside . "i '�"" - balusters, the architect say, "Stay awhile." specified a classic Y geometric design from Siding:lames Hardie I Trim board and beaded �w f' board on ceiling:AZEK Trimboards I Front door .,: h ; the early 1900s. Borano I Exterior lighting:Charleston Gas ` Light I Flooring and stair treads:Carlisle Wide, t E Plank Floors 66 COASTAL LIVING ` a 7 �y1 - � 3 1 >. .Y . 1- Z!�:-S75 of {`ply _ - ---- . _ �_ �;�� .�._ .sue-,�..�,� '�� `�` O ✓' -may. v M s i y ' Fes, _— ."". I��p � � `� _•_ _ _.._..._e._..�...___.._.... Lp/�/' ��� f7-t S S � � v C c✓ PT ae 4 AA/ L y /X il 1 00, �D JAN-10-2008 THU 06:12 PM FAX NO. P. 01/01 Town of Barnstable Regulatory Services Thomas F.Genor,Director Building Division Tom Perry, Building Commissioner 200 Main Strcct, Hyannis,MA 02601 www.town.bamstabl&mn.us Office: 5094624039 Fax: 508-790-6230 Property Owner Must Complete and Sign Theis Section If Using A Buildcr Q¢14 ez ,as Owner of the subject property hereby authoeze 024 a it.14 to act on my behalf, in all matters relative to work authorized by this building penuit application for: (Address of Job) state of er Date \iDA)Ak� Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Fowl on the reverse side. QR.RWOWNERPERM1sS10P1 r. I 'd 99G2-EG2 (16L) Rau048W nor di0:g0 80 01 uer i 4 Commonwealth of Massachusetts ail 7 �, p �'� X"p' Mealerrnrt Date: JAN 18 2013 Permit# OZ+� 13 0d�QP Estimated Job Cost: $ ®i QQQ Permit Fee: $_ '0yVN OF BARNSTABLE Plans Submitted: YES O Plans Reviewed: YES NO Business License# f�D n Applicant License# a 7 b� Business Information: II Property Owner/Job Location Information: Name: �. Um pn Oh t T Name: _ WC �1�U 1�-1 �y,;,�� Street: �� U1 l la �, Street: City/Town C� City/Town:_= u � Telephone: dog- 9y5 _ QC) Telephoner n R Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10;000 sq. ft./2-stories or less Residential:a-2 family Vli/T Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational e Institutional Other Square Footage: under 10,000 sq. ft. ✓ over 10,000 sq. ft. Number,.of Stories: Sheet metal work'to be completed: New Work: Renovation: V// ' HVAC •✓r Metal Watershed Roofings Kitchen Exhaust System " ~ Metal Chimney/Vents' Air Balancing Provide detailed description of work to be done: r c�;►r hancle� a - , r� 1 INSURANCE COVERAGE: have a current liabiliji,.insurince policy or its equivalent which meets the requirements of M.G.L.Ch.112,,Yes.. No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type,of indemnity_1❑ {� , ,t Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent IT By checking this box[],I hereby certify that all of_the details and information 1 have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO x Progress Inspections Date Comments Final Inspection Date . ._ - - - - - - - - - - - - - -Comments Type of License: BY El Master I Title ❑ Master-Restricted s _��� City/Town ❑Journeyperson _ Signature of Licensee Permit# ❑Journeyperson-Restricted 7 I License Number: Fee$ ❑ Check at www.mass.dov/d pl Inspector Signature of Permit Approval COI�kI tO[ WEALTH OF IJtASSACHU:SETT.S SHEET METAL WORKERS AS:A SUSIN'ESS ISSUES.1THE ABOVE LICENSE TO ERIC .T WHITELEY W. `VERNON WHITEL"EY- PL.BG AND :HT N 2:8 VI'LLAGE LANDING lin vo B:OX: `1266 r.. -` 'kJ' CHATHAM AMA 02669700Db 12/22/12 --------- --- 97D0�2 :. ;COMMONWEALTH OF MASSACHUSETTS = e e a -a a ca• 'u o -SHEET METAL WORKERS AS 'A MASTER-UNRESTRICTED. ISSUES THE ABOVE LICENSE TO: r ERIC. T WHITELEY P:0 BOX 248 WEST CHATHAM. MA., 02669 02'�i8 - 2967' -4 '' 1I9423 � �'.. Fold.Then Detach Along All Perforations «t a .. r }.� e r Client#:48736 VERNWHI (MMIAG.ORDr. CERTIFICATE OF LIABILITY INSURANCE DAT 10/O U2001/20/YYYY, 12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR'NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies,may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT NAME: Karen.A.Walther, CISR Rogers & Gray Ins. PHONE 508 760-4630 FAX 877;816/2156 A/C, , Ext: A/C,No): 434 Route 134 E-MAIL kwalther ro ers ra com .. - ADDRESS: g g y• South Dennis, MA 02660-1601 INSURER(S)AFFORDING COVERAGE NAIC4 508 398-7980 INSURER A:Arbella Mutual Insurance Compan 17000 INSURED INSURER B:Wausau Underwriters Ins.COmpan W.Vernon Whiteley Plumbing & Heating Arbella Protection Co 17000 INSURERC: Company, Inc. &Chatham Sheetmetal, Inc INSURER D: ' P. O. Box 1266 West Chatham, MA 02669-1266 INSURER E: - INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF. INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED,NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR •TYPE OF INSURANCE I NSR IWVD POLICY NUMBER MM DD/YYYY OLICY EFF MM/DD/YYYY I LIMITS A GENERAL LIABILITY 8500052832 10/01/2012 10/01/20131 EACH OCCURRENCE s1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED � PREMISES(Ea occurrence) S 300,000 CLAIMS-MADE U OCCUR MED EXP(Any one person) S 15,000 PERSONAL&ADV INJURY S.1,000,000 GENERAL AGGREGATE I s2,000,000 GEN'L AGGREGATE LIMIT APPLI ES PER: X - IPRODUCTS-COMP/OPAGG I S2,000,000 - POLICY I ^7 PECOT- -n LOC I S AUTOMOBILE LIABILITY 3 COMBINED SINGLE LIMIT I 11020006346 10/01/2012 10/01I201 (Ea accident) IS 1;000,000 ANY AUTO - I BODILY INJURY(Per person) S ALL OWNED FBODILYIs SCHEDULED INJURY(Per accident) SAUTOS AUTOSXNON-OWNED - PROPERTYDAPAAGE HIRED AUTOS AUTOS - - - (Peraccdentl I S A X UMBRELLA LIAB HI OCCUR I 4600052833 1010112012 1 O/01/20131 EACH OCCURRENCE 54 000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE 54,000 OOO DED I XI RETENTION SO I S B WORKERS COMPENSATION WCCZ11260053011 10/01/2012 11101/2013'X IwCT vAMT ER H AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE�Y/N E.L.EACH ACCIDENT - sSDO,000 OFFICERIMEMBER EXCLUDED? LN N/A - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 5500,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE.-POLICY LIMIT 1s500,000 �, DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Plumbing, Heating, HVAC service&instal-lation. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE- I ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S88017/M87928 TLH The Commonwealth of Massachusetts = =- Department of Industrial Accidents Office of Investigations - 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers'Compensation-Insurance Affidavit: Builders/Contractors/Electricians/Plumbers i 1 Applicant Information Please Print Legibly Name(Business/Organization/IndividtW): W Ve n W J 9 1 + H'tAC- Address: %I I R k A.,")N I,n ti Po box J at, L. s 4- A a � 9 9� - )) o aCity/State/Zip: Are you an employer?Check the appropriate box. Type of project(required): 1.)z I am a employer with 9 4. I am a general contractor and I .employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 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. 0 Demolition . _working for me,in any capacity. employees and have workers' 9. E]Building addition [No workers' comp.insurance comp.insurance.= required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LE]Plumbing repairs or additions my � comp.self, o, workers' right of exemption per MGL.insurance required.]t c. 1521 §1(4),and we have no 12.❑ Roof repairs 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 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 state whether or not those entities have ; employees. if the sub-contractors have employees,they must provide their workers'comp;policy number_ I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: DJ U n� w f-1 4 t s Z n's A n Le_ co Policy#or Self-ins.Lic.#: . AJ C-c-- Z!1 - o o 3 - O ) :X_ Expiration Date: / i o o 13 Job Site Address: y A�/o _s City/State/Zip: tM a Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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 may be forwarded to the Office of Investigations of the DIA for insuran coverage verification. I do hereby certify under p a e o perjury that'the information provided above is true and correct Si gnat Date: /d y Phone#: C �Gg> - ilo a Official use only. Do not write in this area,to beXinpleted or town officialCity or Town: License# Issuing Authority(circle one): 1.Board of Health .2:Building Department.3.Cwnr .4.,Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: .,To--ATn of.Ba�Tastable Regulatory Services IlAIZNLTAJrLF ~ v g Thomas,F: Geiler,Dxrectoz Building Divzs>on Tom Perrp,Building`.Corci dgs.ioner 200 Main Sfir6ct,:Hyannis,MA 02601 .: wn w.to`w a_barnstab l e-ma.Us Office:.508-862-4-038 Fay: 508-790-6230 _ p ;Property Own. IU1us� t .r {,Complete aril Sign'Thrs Section If U, ui A E:ullder = PI as Omer 61"t e si'bjecr pi�perey r2 t � k !]CDY21rL4OPTP O -� L Il M bf a�T M La. H aizr-Lt--rs rtlztive LO war .au horized by`bis but ng'pe rnzr appl�cz�o zo • r (Address of Job) 519=tzre Of Owner <1 , Dzte: Print Name • • If Pro e r Owner i PP Yz g p, P P ? _ 's a 1 'n for ermtt lease complete the Homeowners. License E-eppt on Form o ' �t1�e r've ' -e side; L , t S Q:FORMS:OV,WERPFFZ}f 310N Town of Barnstable r Regulatory Services BARNSI'ABLE. g ry 9 MASS. g `� i639 Building Division prEO MA'S 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 4 ti. 4 Inspection Correction Notice Type of Inspection �� Location y fo,00A��i� Permit Number 2- c, 1 2 T 3 r --7 Owner Builder zx'!5 0 IP6'e— One notice to remain on job site, one notice on file in Building Department. The following items need correcting: -7'1 C1 f Please call: 50�8-862-4038 for re-inspection. Inspected by `'�GS C� Date 3// �/3 04/05/2013 07:54 5087785731 1 CAPE COD INSULATION rH"r- fj1 oAg'ribatance" l'ornpIwNa,br Phnn r Date Spray Foam Insulation i �� Appllcatar Name I Applicator si nature InstalledInsulationStatement Location of Insulation Thickness Total R-Value per ESR 2600 Approximate Sq. Ft. Walls ��' -- Attie Qr, qj�.;IYU :3 b_o v Cathedral Ceiling Inturnescent Coating Used Location ' Thickness/Coverage Rate R-Value=4,45 @ 1" Tensile Strength=3,87 psi Density=0,6-0,8 Ib/W Compressive Strength=1.86 psi Demilsc Batch# q() HEATLOKV Company N2MC P Date SPRAY PDLYURE7NANE EDAM Soy 00 M2 1 �^y Appllratcv Name Applicator S gnature installed Insulation Statement ....�...,vw.'Y^-a•,p• r1' .,... .:..... .. ;., r(rirb:" ..,, ,..•;• r vy;r ,.:a:y:-.v - - .,a,y+ r7J�lid•. —Pi, .. Walls o r� :3(�-30 Attic Cathedral,Ceiling 7 ..:- •A•.r , 'y .i-•I.v, �., o.W�.,. -y[, •}G r•/���:�h:. .,;r;;. - „%1''- 4bp s,r�..q ,-A,'. •.�, �, �lt��(i 1L�S�L1 ler �� � R-Value=7.4 @ 1" Tensile Strength—45.4 psi t"'/Density=2.1►b/ft' Compressive Strength-20.6 psi TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ,7 Parcel 00 oZ `ApplicationV0 # Health Division "Date Issued Conservation Division `� -y � J��c . j o' -.Appli'catioo Fee Planning Dept. Permit Fee ' • bU Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address �`� y_00 eaQ� Village Dill i"� Owner o►y AI]p S&_a'm 6& Address Telephone 5-7/-J76 0 2 e 3 Permit Request elmabLl j-4vc�/��t /IV10, �STZL�s r j1D i✓Y WL CaAVI eG%'1' 336 07 HUE ]9V-J y r WM� 90 Q(J 0, Ym S Square feet: 1 st floor: existing 3`�( proposed G 31 2nd floor: existing I S�u proposed—Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 60 OX, 00 Construction Type . Lot Size L Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . Two Family ❑ Multi-Family(# units) Age of Existing Structure 02 S Historic House: ❑Yes 4No On Old King's Highway: ❑Yes 1;iNo Basement Type: 0 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: 140 existing Q new Total Room Count (not including baths): existing new First Floor Room Count /Z Heat Type and Fuel: ❑Gas dbil ❑ Electric ❑ Other Central Air: Ga Yes ❑ No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes No Detached garage: Jexisting ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ j Commercial ❑Yes No If yes, site plan review # r Current Use Scf-dL^e Proposed Use 9 I APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name All L&A, idos Telephone Number Address l T�1�97�1��h'/ f 1(/ License# d7C Home Improvement Contractor# Worker's Compensation # (me, �-—31 C—30 YI 7-01 Z, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO e SIGNAT E DATE ✓ e-v ✓ i FOR OFFICIAL USE ONLY APPLICATION# 1j ' IODATE ISSUED' '= Iv:•:aE ',- ° !MAP/PARCEL NO:-,, `ADDRESS `. = VILLAGE t {'r= OWNER i DATE OF INSPECTION: AV 5 .. FOUNDATION?: r s- FRAME 6 f 04DZA. *4— A.-INSULATION'ss` FIREPLACE y ELECTRICAL: ROUGH FINAL ' r S PLUMBING: ROUGH FINAL GAS`e:-= iW Y- :ROUGH FINAL x ? DIFINAL_B.U:ILDINGr T� # ?:6p ; 4 it DATE;CL03ED_OUT .: _ 'i ASSOCIATION PLAN NO. - f The Commonwealth of Massachusetts f Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): LACt1901PInSytLiJIY1G "bes1o1 Z119N Address: 13 `TH 6Mk fUL .LA1. City/State/Zip: Cb'N;i A66 oZ G 3 S Phone#: qZg-yM 7` Are you an employer?Check the appropriate box: Type of project(required): 1.[A 1 am a employer with 4. ❑ 1 am a general contractor and 1 6..❑New construction * have hired the sub-contractors employees(full and/or part-tune). o s 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet.: 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑I Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions required.] officers have exercised their - 3.❑ 1 am a homeowner doing all work right of exemption per MGL IL❑Plumbing repairs or additions myself. [No workers'comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]t employees.[No workers' comp:insurance required.] 13.❑Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infortiation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must subm-it a new affidavit indicating such. 9Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers comp.policy inforniation. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Ll l�eYZv UI�IITR)1E} L Policy#or Self-ins.Lic.#: I L7-- D 1 ZL Expiration Date: Z Job Site Address: l�Dti1f'S S�'TT K�". City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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 may be forwarded to the Office of Investigations of the DIA for insuranc coverage verification. !do eby erti under e p ns nd penal 'es of perjury that the information provided above is true and correct. Sian e: Date: / 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.Other Contact Person: Phone#c -� Massachusetts-:Department of Public fiafet% W Board of Buildim',:Rc��ulati(ins and Stun(lards Construction Supervisor License License:-CS 12653 t21 NIC HO LAS A LA G ,ADINOS 13 THANKFUL LAN E COTUIT MA 02635 Expiration: 7/16/2013 ( nnmissimcr Tr#: 1§980 { x �o�rxam�aea °� °° e� License or registration valid for individul use only Office of Consumer Affairs&B smess Regulation HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: HOME Type: Office of Consumer Affairs and Business Regulation Regist < 10 Park Plaza-Suite 5170 Expiration: Private Corporation Boston,MA 02116 —� LA DINOS BUI}C?f7v= 2Sf �1NC Nicholas Lagadino 1 13 Thankful Lane fit,(tip* -j Not valid without signat Cotuit,MA 02635 �` Undersecretary e �. T ry °FTME T°wy Town of Barnstable Regulatory Services OW* * ro z bum. 1�g Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must a Complete and Sign This Section If Using A Builder I, D906z 0Sj'Y14Ji°/C as Owner of the subject property hereby authorize / to act on nip behalf, " in all ma. •tters relative to work authorized b this buildin . Y errnit. g p application for: d (Address of Job) " • ''��I - lam ignature o er Date Print Name Q:FORMS:OWNE"ERMrSSION f- - 1/31/2012 5:"08.21-AM _PST (GMT-B)-" FROM: 1nsuri3ncevisions'com-TO: "1508`42877-09 Page: _ of 3 - A Q DATE(MMIDDIYY11310019 YY) CERTIFICATE OF LIABILITY INSURANCE 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:: 1f 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 endorsemen s . PRODUCER LEONARD INSURANCE AGENCY-INC - corlTACT NAME: -- 683 MAIN STREET OSTERVILLE, MA 02655 PHONE - - °"°: o1420-5406 .. - E-MAIL ADDRESS: - 4 FM1 INSURER(S)AFFORDING COVERAGE NAIC# "s INSURERA: HbeU Mutual Insurance - INSURED - - INSURER B: - - --- LAGADINOS BUILDING&DESIGN INC 13 THANKFUL LANE INSURERC: COTUIT MA 02635 INSURERD: . - INSURER E: - - - INSURER F COVERAGES" CERTIFICATE NUMBER: 12297269 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 T.HE-,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 II -. POLICYEXP LTR TYPE OF INSURANCE. ADDL SUER : POLICY NUMBER" - MMIDDIYYOLICYE� MMIDDtYYYY LIMITS •`4 H _-_ -. - GENERAL.LIABILITY - �- EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES Ea occurrence $ CLAIMS-MADE D OCCUR T MED EXP(Anyone person) r $ PERSONAL&ACV INJURY $ — _ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGG $.POLICY PRO. LOC . AUTOMOBILE LIABILITY - .e"' - a.aBIN[,t) LI $ ANY AUTO - BODILY INJURY(Per person)- $ ALL OWNED SCHEDULED' Per accident BODILY INJURY _ AUTOS e AUTOS T. ( ) $, NON-OWNED PROPERTY DAMAGE HIREDAUTOS AUTOS �` Per accident $ UMBRELLA LIAR OCCUR _ - -' - EACH OCCURRENCE $ EXCESS L1AB CLAIMS-MADE AGGREGATE, $ DED" RETENTION$. $ $ A WORKERS COMPENSATION YIN WC5-31 S-384117-012 1/2/2012 1/2/2013 WC STATU- QTH• _ AND EMPLOYERS'LIABILITY .. _ _ ✓ TORY LIMITSANY ER _ . OFFICERIMEMB ER EX R TNEDR�ECUTIVE NIA • _, $ 500000 E.L:EACH ACCIDENT (Mandatory in NH) - E.L.DISEASE•EA EMPLOYEE $. 500000 If yes,describe under DESCRIPTION OF OPERATIONS below 'n E.L.DISEASE-POLICY LIMIT' $ 500000-. DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach AC ORD 101,Additional Remarks Schedule,it more space is required)-' irtsurance v`ae anblies the yv o e sali .laws of the state of MA, w 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 2OD;.MAIN'STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS:MA 02601 : a — - - AUTHORLZED REPRESENTATIVE - Jeff Elddd a 01988-2010 ACORD CORPORATION: All rights reserved.- ACORD 25_(2010/05) The ACORD name and logo are.reglstered marks of ACORD _ CERT NO.: 122§7269 CLIENT CODE:1578989 Anne Chandler 1/31/2012 5:05:53 AM Page 1 Of 1 �. this.-certificate cancels.and supersedes ALL previously issued certificates. -- a AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklistfor Compliance_(780 CMR 5301.2.1.1)t d. L7 Engineering;:& r besign go., Inc., Y Salamack Residence ADDITION Project No.2011-011 614 Poponessett Road January 18,2011 Cotuit,MA 02635 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).....................................:............................ ............................._....................110 mph Q WindExposure Category................................................................. ................::............:..........:...................C 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) ......:......................................12:12 5 12:12 Q MeanRoof Height ............................::................................(Fig 2).........................I............................28 ft 5 33' Q BuildingWidth,W...............................................................(Fig 3).................................................... 70 ft 5 80' Q BuildingLength, L ..............................................................(Fig 3)...........................................94 ft ENG 5 80' Q Building Aspect Ratio(L/W) ................................................(Fig 4)......................................................1.3 5 3:1 Q Nominal Height of Tallest Opening2 ...................................(Fig 4)........................................ 8'6"ENG 5 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..................................... ................................................................................0 ......... Q 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)...........:.................:.:.:....::..............48 in. Q Bolt Spacing from endfloint of plate ...............I..............(Fig 5)......................................... 12"in.5 6"—12" Q Bolt Embedment—concrete................. .........................(Fig 5)..................................................:..7 in.Z 7" Q Plate Washer...............................................................(Fig 5)...........................3"x 3"x'/4"a 3"x 3"x W Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension:.:..................:.............(Fig 6)............. ................................12'ENG< 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or_Shearwall................(Fig 7)..........................................1 ft.Allowed s d Q Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.............:..(Fig 8).............. ...........................1 ft.Allowed 5 d Q Floor Bracing at Endwalls...................................................(Fig 9)....7............ ....(First 2 Bays @ 4 ft.o/c) Q Floor Sheathing Type ....................................................... .(per 780 CMR Chapter-55).................T&G WSP Q Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....... ................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2).............8d nails at 6 in edge/12 in field Q i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMm 5301.2.1.1)1 L7 `EhoiheelinQ _esign 4.1 WALLS Wall Height Loadbearing walls....................................:....................(Fig 10 and Table 5).......................10 ft 0 ins 10, Q Non-Loadbearing walls................................................(Fig 10 and Table 5).......................10 ft 0 ins 20' Q Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................16 in.s 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)......................................1ft or less s d Q 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls......................... (T ) .........2x6-10 ft 0 in ............................... able 5 ................................ Q Non-Loadbearing walls................................................(Table 5).........................................2x6-10 ft 0 in Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).........:........................................................ Q WSP Attic Floor Length................................................(Fig 11)...........................................Full Attic 2t=3 Q Gypsum Ceiling Length(if WSP not used)..................:.......(Fig 11)........ .................:........Full Ceiling z 0.9W Q And 1x3 ceiling furring strips @ 16"spacing min.with 2x4 blocking @ 4'spacing.in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)......................................:..6 ft Q Splice Connection(no. of 16d common nails)..............(Table 6). ................... 14'per Each Side of Splice Q Loadbearing Wall Connections - Lateral(no. of 16d common nails)................................(Tables 7)..............................................3 per stud Q Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)..............:.................(Table 8)...................................:.............3 per stud Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ..........:.............................................(Table 9)........................................11 ft.0 ins 11' Q Sill Plate Spans ........................................................(Table 9)........................................11 ft.0 ins 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)' HeaderSpans........................................:....................(Table 9)................................`....... 12 ft.0 ins 12' Q Sill Plate Spans...........................................................(Table 9)........................................12 ft.0 ins 12' Q Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest 00ening2 ........................................................................8'6"s 6'8" Q SheathingType...............................................(note 4)....................:..................................:..CDX Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10).....:............................................3 per ft [�( Percent Full-Height Sheathing(East)............(Table 10)..........:.. (65% Req'd) (28%Avail-ENG) Q 5%.is added to the percent full-height sheathing requirements:...........:...:.............. . Q Percent Full-Height Sheathing(West)...........(Table 10).............(65%Req'd)(63%"Avail-ENG) Q .5%is added to the percent full-height sheathing requirements. ............................... 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 L ,:Engrrneriing Design-Go., Maximum Building Dimension, L Nominal Height of Tallest Opening2....................................................:...............8'6"s 6'8" Q SheathingType..............................................(note 4)......................:....................................CDX Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)................................4 in. Q Field Nail Spacing.........................................(Table 11)..........................: ....12 in. Q ...................... Shear Connection(no.of 16d common nails)(Table 11)..................................................3 per ft Q Percent Full-Height Sheathing(South)..........(Table 11).............(48% Req'd)(47%Avail-ENG) Q 5%is added to the percent full-height sheathing requirements................................. [� Percent Full-Height Sheathing(North)...........(Table 11)............. (48% Req'd) (27%Avail-ENG) Q 5%is added to the percent full-height sheathing requirements................................. Q Wall Cladding Ratedfor Wind Speed?.................................................::............. ...............................................:..110 mph Q 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ........................................................(Figure 19)......................2 ft s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift..................:............................(Table 12)............................................U=275 lb. Q Lateral.............................................(Table 12).............................................L=240 lb. Q Shear...............................................(Table 12)..................................:.........S= 105 lb. Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=264 plf Q Gable Rake Outlooker................................:................(Figure 20)......................2 ft s smaller of 2'or U2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=568 lb. Q Lateral(no.of 16d common nails)...(Table 14).......................................L=311 lb. Q Roof Sheathing Type.............:..................:..................(per.780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness.............:.............................. ......................................5/8 in. CDX z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)................................8d-6"edge/6"field Q AWC Guide to Wood Construction in High Wind Areas: I1O in Wind Zone Massachusetts Checklist for Compliance(780 CMm 5301.2.1.1)1 A-, W & esign Co., 'Inc, Notes: The compliance checklist is typically used for the prescriptive design method for high wind construction for structures located with in exposure B.When a structure is located in exposure zone C,the checklist is used as reference guide to help determine the areas of a structure that need further structural evaluation.The forces that have been provided on this checklist have been calculated for this particular structure located within exposure zone C. 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. 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16•and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment —YW 04TICEDGEFMMON r�Anso�usEad w►us . Ll 4 (` 1 4 to 0 1 II N al Q 1 , 1 1 1 m do - FRAMM MEUMM' /. '11 � h rl I !1 Ir 1 ,.1 yt � 1 i t � �• 1 1 11 11 � 1 I r 11 1 I `V � 9'6A111 � I rMK I W ii i STASiGE� NNL PATIEAN .. - ,PANEL •- ► - •� •�- .. PAW-EDGE DOLMA NAa'EDGE SPAgVGDETAL DOu"EDGE `--r---- NALSPACNG '- Pew— Detail Vertical and Horizontal Nailing See Detail on Next Page for Panel Attachment Vertical and.Horizontal Nailing for Panel Attachment - RUTKAWSKI RESIDENCE'.°, ---------- - ----- -------- — — --- ---- �aie aF a -rz,:dr, i _ coaE rm,Es �'*F I wt OF:rNm ceiweK �Isi - ----- u+�cf—y � p I (D i - - -- -FT i _ - r' 1j it-on ------------ ,- Srl'f^IO 5=con� Fi.aOV-.PLAN s i sus .I ooR i o-ARCHffECT, fT I � I o!,; T �I � Dkl •-�$ak'i�,`u v �fc yl mac. r t r 3' P' y39"r t.- n- . '� �2UTKAVYS1 RESIOENCEYr 3' T— �', I ------ ---- ---- --- © - --- - ------ -------- - ---- r r I l ll U I V tOOt — i G ti'aey Mw:wiwnw� � yy b. f"+ 41 Wtl��RNkM�en.Mliwq Yc ----- E+iQ.bMe or aawo�ly t__ (may' i.. Mbm:.w!pea e+on�yr7 Cy� 4: tw 4ulN. c ! y r- ESA EVA For — -- - - GAPXrE poop EGIe _d _.— .. B o` EQ. 55F(ONP FWD P-PI-AN 13 x tr ro 1 A ! NI —\ _QOREVE N ," (�RCHIfECTi ' 14iTtfR16 I f� � {�y�' Kw.WY IF 1 lrawEZ�rmN or aucmli Dees i J --\'�._."_ we OF[licoy AMbEl rt�� : `✓ /� I FIPSI FL002 PLAN -'-=------....---"--_._.----- '---'— .Ynw k-.to•— t J h ®.:,:.1�Si �::,': RUTKAWSKI-RESIDENCE i x - _ (A��/ \.�\__. r-To- ,—r(Prc[t) �� IX6 faRNEE.BD i. GY'.[O.N1WµWEfSrF'-7 i_ .. owW qwa m � I �a4 PR GT .... n _.. _ P.-iL �.4'... MIR rxiT—f. ezx wr,w ww ,l II I I II �_ 'Tn __{P_'�+J EJ/•GtL.RC PtW�[tTNL mb u.a xnama.wp. E/M.[ae{nW Tv+' Ex�T FF FFr— _. L.ELcv.Geq. _—_- _—___ •. . SOUTH ELEVATION 56GTIO14 AA - ;� TYPE ARCHMECT�sV) —.1 ea nre J• -rnrn --- DOREVE NICHOLAEFF -- \\L:eso r.En,z emF'fa n+Tul e�af•__ n wwe,su�z(s zk'u 3:x a nnrya uM.wcw.�nf'-NfiN) INC. —F �flaE ca�ee,F-p ry rul aut 1 w. e Tun Tv-Tul—C _ DOOF a:NEDU6E fir-,- �❑ T- -AE� rA..eo.to- ) I--� P mxx ueT•,� PeE'kel e:ek'n z=o.' xR+e we osn na�M xM azrs M slne . nC(Lrl>NI5 Irj: I. �i I I I i' \ -� �� 2 PefiHG11 YSNe'Abxp gx' 4nK SObO ON Ty�E oem) � LII t�l)t•`t•:]%' TLC 6o•e as Nv(E: ALL—,1-6 Tun N r 7"""TMo FAA ELEVATION . - vesw�r arc aeK'mWs/tea{ _� M. ecue:.p s... I " - - RUTKAWSKI RESIDENCE i - corm. r• �? I r � a� s ti r✓•Fwl E<IST niaiE lia vc-� / �'e � / uq bPiQS=M'W.Co51nG \ '�'Y DMTI IX6T. GENEA.L Np Teal io-TA Fx.ST(V-) 21✓E nJ�-see Za+tx a^. raNm eo fY`!el ST I _b{,.fl.NiU. aa..p oa�o•wy � I _ �EWL.D a. a• WiA oal.-aA Fae DT ma U ix.U:9s e,�BV{iY l./f,ION 5T¢WNN i^nFf?C?1F. } rouuu/"tu!�eLI E ee.�.e �'•"„ E�WJtZR.(Cf.FeUL GEW L m a"'m'n ( IL 1 Ell` � I SOiJT+I Et;Evo,11DtJ �,�:k.-r-a. I' SECTION Pdt �Lc.:�ab' -- . j -�\ No. HYPE e4. - nfe.11•. rwosL DOREVE NICHOLAEFF /- ARCHITECT. INC. ...i / --�\�--�:hays em=-(a���.�—z, n Iro�.se�Nu<(s z%•.3-sL')irLse.-d azx:e rvry!+oc„1.ww.�o e,CrwN) . - }I. _. SkIN6'E lcc�.E9 n'filIX6. OS1EnL'M1lE ur. POOE dtIEDU6E rA e w' rvcfc44H 3mx15 ING .. -., � - ! �,� I .� --._ I `, I _� '1. � -- ��� n W eA•fi�RL• Nnz mLe o.o J 1 , d�J I' �I I�. II Ili sans: N�jE:ALL uS �F irJn v YVgL!1 MSTu' . EAST EL8VAjIJDI FFw.r o. ma oeswcna+:2ew�a:s/�;a .I - � i �A►TMENT OF PUSUC.SAFETY COMMONWEALTH ' .010;COMMONWEALTH'AVE OF ; ROSTON,MASS.02215 g 1 MASSACHUSETTS ' L LICENSE EXPIRATION DATE CONSTR. SUPERVISOR 0 5/31/1 9 93 EFFECTIVE DATE LIC-NO. ? RESTRICTIONS ,1G. 06/01/1988 047693 1 8 2 FAMILY HOME STEVEN P `'MCELHEKYI. PO Box 282 - COTUIT MA,02635 PHOTO(BLASTING OPR ONLY) FEE: HEIGHT: N;:T VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY :iTAMPED OR SIGNATURE OF THE COMMISSIONER , `� , �• bk` THIS DOCUMENT MI';T -':ih, CARRIED ON THE PERf.0! OP SIGNATURE OF LIC NSEE • THE HOLDER WHEN I"c: Is OTHERS-RIGHT THUMB PRINT ED IN' THIS., OC"�.i':•t.f:..' /{1 r, COMMIS NER k 5 I f Assessor's office (1st floor): �.SEPTIC SYSTEM MUST BE QFTNEt� Assessor's map and lot number ........ ........ ................. n INSTALLED IN COMPLIANC 1� _Board ofi'Health (3rd floor): ,-1 s �© WITH TITLE 5 Sewage, Permit number .................................................( .. EMVIRQNMENTAL CODE A ,s BaEB9TADLE, _Engineering Department r3rd floor): / `SOWN REGULATION'S 'op 1b 9 \�0 6 House 4number ... ' ............................47�............. �o YPv a 0;W c I APPLICATIONS/prOCESSED 8:30--9:30 .A.M. and: 1:00-2:00 P.M. only A yP P O V P D fe.ti)eConservatioa�y WN.. OF BARNSTABLE y BUILDING"- INSPECTOR APPLICATION FOR PERMIT TO ... ...L. ........ ./`e:....'.lr ... LrY... .C: ..L�-��l�.lSt. TYPE OF CONSTRUCTION ............ :l7!'1. ....................................................................................................... ------- t 9.�:6a TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....Ik4.7..... ....... .1.. ........P .PPQP6-f.-55.C.. .....�O�i...cL.....C.04V.( e ProposedUse ........ e.s./..�.�. .�.. ................................................................................................................................ Zoning District .......... ...................... trict ......... (� U�.............................................. Name of Owner ............................................. ...............��d�rZ .....1 '.Q .Q �I. .. .�. .... Cv ��� ..�4.. `paur &,A o z6z Name of Builder ..............J�..'��Yl.. .,..................................Address ...................�4..'.:�.`.e............................................... Nameof Architect ..................................................................Address .................................................................................... Number-of Rooms .......:.......................................................Fbundation ... ...... �p Exterior ....... 4.. ''4{r..... .n /..�............................Roofing .......a-5,0.kGl .......5.d .�. Floors d�..k.............................................. Interior ..cc / Qlq � e r �^ .................. Heating /'��Cf�....1. .U.�r..1/VCtT..1°.r... ..V././........Plumbing ....!�V�................. ../Z ............. �... ............ � , Fireplace 1 / p ........!.........................................................................Approximate Cost .......� �j.. �............1...,.. .. Definitive Plan Approved by Planning Board _______________________________19________ . Area ....... . 1'.. ... ... ......... . ........ Diagram of Lot and Building with Dimensions Fee �J SUBJECT TO APPROVAL OF BOARD OF HEALTH r . OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. t. Name .... ......... ... .. .... . .... ........................................ Construction Supervisor's License ...6.1/-+/.!:.1f,r............. Assessor's office (1st floor): 'THE Assessor's map and lot number .......... oFto _.Board of Health (3rd floor): •Sewage Permit number �5.~...��....�. ! 33AWSTIBLE, S ............................... Engineering Department (3rd floor): L� 9°o Mb 9• 4 House number ................................................... APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..... ....... ( .... IfdfO . r. ..... = �:..=� f fQ.......... TYPE OF CONSTRUCTION r /, ,- 19-c 6 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: , ........ C)k1 55 �' f A0.4d..... ............................................. .....Location .... ....... �. P , (, ProposedUse ......... ................................................................................................................................. ZoningDistrict ......... ..................................................Fire District ..........(.........:............................................................ Name of Owner .... C( ..V.!......!✓., rf1 :...................Address ... . :..�� .. .�.. 1....C', ll/ , .t .. Name of Builder lY1 �' ..................................Address ...................J� /YI ........................................ �4 Nameof Architect ..................................................................Address .................................................................................... 7 Number of Rooms ...........Foundation .. s ). .....t 6x7..f..t.'F'. f' Exterior .......... ...Roofing C?�h t �'r 0 Floors Interior C7/ fi°r ...................................................... ..�.......>.C'........::. .. 1 ,. Heating ...F�f .. ACC r"771...... 1�1 {'. ...�.. 1.�J......Plumbing ......�... ................ ..L............................................. .......................... Fireplace .......::I........................................................................Approximate Cost ....... �" / d,c?t �� ...................................... Definitive Plan Approved by Planning Board ________________________________19_______ . Are'o[........ L��.. ��l.............. Diagram of L'ot and Building with Dimensions Fee. ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH - 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. (, Name ...................... ........................................................ '. Construction Supervisor's License ... w.n.e............... GROVER, PAUL A=7-2 No ,30120 permit for .....1 j Story .................. Single Family Dwelling ............................................................................... Location ,,. Lot #7, 614 Popponessett Road Cotuit ........................................................ Owner Paul Grover ............................................... Type of Construction .........Frame ................................. ................................................................................ Plot ............................ Lot ................................ Permit Granted October .30, 86 .........................19 Date of Inspection .....................................19 Date Completed ......................................19 �v�UD�TIonJ G,�IG� i ��B FIV Assessor's office and lotlnum L LED Jiq COMPLI �i���QLo*THE To`` Assesso�'s map and.lot number Board of Health 3rd floor), �fA � _JTILP Sewage Permit number � 9y �/ T6i��y'f� ���L CODE A" ssasrsntt J Engineering Department(3rd floor) ryas : MWN REGULATIONS � House number `� i °° 'bso• Definitive Plan Approved by Planning Board �19 Ito MIN s` APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only. TOWN .: OF BAR I �B BUILDING IKSP APPLICATION FOR PERMIT TO PM40.14��:" c �5 1 4 t L+�• �.I C� TYPE OF CONSTRUCTION TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 6 Location 1 ,q -?o?8o r im s sE'iqq�� �D Proposed Use &INGLE Tr`JM1L� Zoning District Fire District - Name of Owner Tile-,AS t trRA-4C�—r sLA Address 9.9 Name of Builder GO-D4Z+Z t '-'`T wr=�'`Y '3a'�,2s Address a1ax I i Name of Architect i)'&lCz.1/L IVte_110L'F-Z*r Address MA-kk ST Number of Rooms 9 Foundation CawCr?Z71-E Exterior �.1 Q 0-0 S`rf.-t N L--z Roofing L-3 v°> CV o `,L6 LT- Floors Z Interior 'PL A�� Heating d I L K"' 'r"Z Plumbing Fireplace Approximate Cost 5o vv A !�,4 S, Area Diagram of Lot and Building with Dimensions Fee117 -IS' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. . Name - Construction Supervisor's License RUTKAWSKI , THOMAS & FRANCESCA 3472Q RENOVATE BLDG. No Permit For Single Family Dwelling 614 Popponesset Road Location Cotuit " --, Thomas & Francesca Ru kayski x Owner. - Wood Frame 1.7 Type of.Construction _ r. Plot Lot y. December 3 9 91 } s. Permit Granted -1 -- -�7� Date of Inspection: . M 19 Date Completed 2 19 - s r- f r ' • 4 ofTME>° TOWN OF BARNSTABLE 30120 Permit No. ................ BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Paul Grover Address Lot #7, 614 Popponessett Road Cotuit, Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID,AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. December 17, 19......8.7...... .... ..... .......... Building Inspector. x I � A TOWN OF BARNSTABLE j BUILDING DEPARTMENT t NARISTAIM ' TOWN OFFICE BUILDING � rua HYANNIS, MASS. 02601 �OIUY&' i MEMO TO: Town Clerk I FROM: Building Department DATE: c`/eC �7, IP 7 An Occupancy Permit has been issued for the building authorized by BuildingPermit$�...... �' '1�j... .................................................................................................................................................... issuedto ............................. :._...... ............................................................................................................................. Please release the performance bond. � TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT DATE !, PERMIT NQO� APPLICANT ADDRESS (NO.) '' (STREET) (CONTR'S LICENSE) PERMIT TO , NUMBER OF STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING AT (LOCATION) - - DISTRICT ' (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) .. . LOT SUBDIVISION LOT BLOCK. SIZE BUILDING IS TO BE FT. WIDE BY FT, LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) . REMARKS: AREA OR PERMIT VOLUME - ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) OWNER BUILDING DEPT. - ADDRESS By 'C--r- THIS PERMIT CONVEYS NO .RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDNG CODE, MUST BE AP- PROVED 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 THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I, :-G�:----_- .'`.A-r3�--WFtER•F.._A....r�ER-T-IFICA.T-E--OF--OCC-NPA-NrV-IS R.E---- .AL INSTALL-A.TIONS. 2. PRIOR TO COVERING STRUCTURALIQUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL ME.MBERS(READY T( LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET_ BUILDING INSPEC ON APP OVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS A,�' �w DV HEATING INSPECTION APPROVALS ENGINEERING REPARTMENI _7- =� OTHER _ 2 BOARD OF HEALTH --- eF WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON IHISZ1'-Rn,CAN BE IOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TE.LEPHONL O%WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. .,a 7/ 3 4 SO E g 2 '' TOWN OF BARNSTABLE ZONING G - BY-LAWS DATED FEBRUARY 1986 W wQ r� r ZONE: RF L. q - - . SETBACKS . FRONT -. 30' h/E TG 4 Al OS SIDE' - 15' E'er D - - REAR ' 15' OF ,yq� L o 7' b ��� s9� � PAUL 2Si�o fSC � o R. RYLL y 'N No. 32448 e „'1 1p,01 TER�� �N 6 25 N 7vo v ti'� 7G3' a N ?,cb °•\ a 0 Q` .00rp G,00 Z. .op N _ ,_ 2�1•0l ,� � . . N a � N 28.•80 tv N - 24.02 �r1 � OrI G 4/. ��� C Cry JV �7' 38 �0 /2g IC-9 /`�G7NE<Ss E 7 r N PROPERTY LINES SHOWN HEREOWWERE COMPILED FROM PLANS OF RECORD AND DO NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND. PROJECT NO. 3-1649-00 THE STRUCTURE DEPICTED ON.THIS PLAN. WAS' LOCATED PLOT PLAN ON THE GROUND BY SURVEY ON. OCT08ER 28 1986 in AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE MASS . . THIS PLAN IS FOR PLOT PLAN' PURPOSES ONLY AND SCALE 20' OCTOBER 28 . 1986 SHOULD NOT BE USED FOR ANY OTHER PURPOSE. BSC / CAPE COD SURVEY CONSULTANTS 3261 MAIN STREET AA PR FESSIONAL LAND SU YOR BARNSTABLE VILLAGE, MA. :02630 (60) 362-8133 TOWN OF BARNSTABLE ZONING BY-LAWS DATED FEBRUARY 1986 _L/,4j ZONE: RF SETBACKS FRONT = 30' - N/FTG 4 GLS' SIDE = 15' E 74 REAR = 15' v� OF �qs L.© 7- �o�,a PAUL 2�/moo fs R. RYLL y No. 32448 y�c 0 0 0 �Fss F-ISTER�) 'All o Q 7 vd v � ,v �4" 7 b3 �' N 7- r�.7a S•7` �•5d 0 � � Y 64 _ - -- - -€ .,. - �...: .. -_ �•.:- ••_ ,�:c�-.-_—��'•- .� / •�0 3 G •o 0� hog Ii.98 U lv o N p 10 J N FayN�' 191 I� N 78•So N V �l o m GralDl jo .�oPC7NE"<Ss E T 7-- PROPERTY LINES SHOWN HEREON WERE COMPILED FROM PLANS OF RECORD AND DO NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND. PROJECT NO. 3-1649-00 THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED PLOT PLAN ON THE GROUND BY SURVEY ON OCTOBER 28 1986 in AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE MASS . THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SCALE: 1° = 20' OCTOBER 28 1986 SHOULD NOT BE USED FOR ANY OTHER PURPOSE. BSC / CAPE COD SURVEY CONSULTANTS / 3261 MAIN STREET DA PROFESSIONAL LAND SU YOR `BARNSTABLE VILLAGE. MA. 02630 (617) 362-8133 NU. UAI t _ K 9 LOCUS _ 1 x y1 (A 1 -- M A \ -- c 4 1 1 5T• 4 1 4 1 ' REFERENCES: xs LOCATION MAP SCALE : I "= 210831 ZONE RF SETBACKS : FRONT 30 SIDE 15 Kg REAR 15 _ x PROJECT TITLE: SITE PLAN ---r t( C A L C. TIE) I N 86.52 -_ - ` XG BARNSTABLE , MASS. _ .�..�..... - - ( C 0 T U i T ) ^n� -r.r• / � ��• rww,ym. ��_ � � '�rw. �_ f wr'�` r�rY �.�...•- •rr .J _ "'/ .e"°d ,, " - ram"+ ^`, ""*+ `•"' ?'^'.•rn' "'.w."r... 4 QA J � � ." �--- ,.: ...., '=.=,=.—=- = PREPARED FOR : 10 —15 15 �` "'" -+^ '✓ '''ice''` �� "�'�'•-• '�^ .r.,. �� yk 3. ,,.,r.�.,". ""' '"' •1 g y=- �- ;� �: ��"'r *•��'."�` �.° r '- ..�i-.�=-:g M p p G ON6• l N G v'0 20 + — 1 CNJ 4.3 ` The BSC Group p .gyp ST, I FL ern o v� Caps Cvd&if%"C�nsult� s W 3261 Main Street M to RWe 6A 1 _ y_ Barnstable Vtliage MA 1 N 'll ` �`� ac�a G,w�.�a^,, r -� n : �, W t c•,v t, a s�.. r �' 02630 - rf c �,�k a`::'� ` 617 362 8133 N ' 1 Gil.$ HL'►CC t Z &"G 10 OONGO IN 6 .9 �. ALC� C PROPERTY LINES SHOWN HEREON WERE COMPILED ` 4 FROM A PLAN RECORDED AT THE BARNSTABLE _ ,� _ N 670 3 3011 W- 24 .69 — B400\- 3� REGISTRY OF DEEDS IN PLAN BOOK 19 PAGE 143 -I1 AND DOES NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND. A D R P 0 P 0 N E S S E T T B M NOTES TOP OF CONC. BND. .. � ,��.. : -. .� SCALE: 1 = 2 O I. RM. USED ELEV. 27.52 ( N .G.V D. ) T � OWN OF BARNSTABLE B.M. , R. M. 22 ELEV. = 4. 25 /as _ `� o �o Zo �o T ( N. GV. D.) 2. BENCH MARK SET, SEE PLAN ----- OCT. 3 — ----.-------------- DATE:: O 0 CT. , 1985 COMP/DESIGN: 3 , �' a ;�a c. (-a 0 7-ry}• .. e: z.. — A N1�- = ��, 4P 7 0 � CHECK: ----_— =- -- DRAWN: T. C. FIELD REG / TJY / JVB / RL'H` Ell _.� VARIANCE REQUESTED UNDER 15.405 MFC AND TOWN OF BARNSTABLE REGS: AC OWNER OF RECORD lb: REDUCTION IN SETBACK, EXIST. ST TO �,o DONALD J. & MAUREEN J. SALAMACK ADDITION (FROM 8.9' TO 5.91 O� 614 POPONESSETT ROAD o0 r, COTUIT, MA 22635 o'sss REFERENCES 9 Schooi0 DEED BOOK 21052 PAGE 343 ' `' '-•. q0 PLAN BOOK 518 PAGE 20 0° PLAN BOOK 19 PAGE 143 PAN BOOK 489 PAGE 82 e�K Rd 320 + t0 Pop ess tAIL ell zn - �. SALT CONSERVATION NOTES $�► t gd. MARSH -� vim.,, ��� \ `•. `1.4z _` 7 57 BUILDING COVERAGE WITHIN 50' BUFFER Pap°nes5fs FLOOD ZONE All (EL. �,,� 311t EXISTING: 186 SF Pine i ge "FT.00D ZONE C --.—. �` 'N '�� -4 (AS SCANNED FROM `` �` ` `� ,``` -- - €�4R i1ly. ia> . 7s CHANGEPROPOSED: 1 16 SFFLOOD z AJL ZONE MAP) 16 OASp 096 .26 TCBi IL 6'24-.. .\�,;\ � to TURAO VEGETATED �.� -,. `^ �2? c,Gyp 1;42� BANK, ` �� .� 37 AILc, 1 \ \ �, '-. AL 0. SEPTIC SYSTEM ANALYSIS: (INSTALLED 1987 / +22 43 093 C9 'i ,� I,- \ 6~=. I - \ � AL AS BUILT CARD ON FILE AT TOWN) LOCUS MAP S 4, 1Q,—•� ` "- —` 39 .. AL SCALE l"=2000'f �. �• SMALL — �,. 1�_ ,_ �. i1 EXISTING SEPTIC SYSTEM CONSISTS OF 1 HEDG 6-, � `� ...,. � `� -- ._ " — � '`- �' �. '��' � � �� O ASSESSORS MAP 7 PARCEL 2 +22 87 ' t,,u I _. 14_ __ — _ , •.7 - 2000 GAL. SEPTIC TANK AND (2) 1000 GAL LOT AREA: 34.413 SF ` -16— _ — _ �s 3���� LEACH PITS WITH A MIN. 2' (ASSUMED) STONE LOCUS IS WITHIN FEMA FLOOD ZONE All i \ a PL4 k B0�r�$e . " }� —t -- .� �� �'��� 320 AROUND (EL 11) & C AS SHOWN ON COMMUNITY \\ 2396 °nNGS �o- `- '� TCB�8 —\+ 11�� 2 05 PANEL #250001 0021 D DATED 7/2/1992 EXIST. 3 BR DWELL PER ASSESSORS RECORDS EXISTING \ N 7u 7CBg \1 u s� SIDEWALL: DATUM: NGVD DWELLING \ I ARBOR %�A ' rCg o ALL ROOF RUN-OFF TO BE DIRECTED TO o �o LAWN 14• 1 STONE �� '` 3 39 7f (10)(6) = 188.5 SF (2.5) -= 471.2 GPO DRYWELLS &/OR TO STONE TRENCHES so, ` +24�59 N\ STEPS BOTTOM: ZONING SUMMARY \ o.�. 1 qZ 6 qr` _ A�, �`� `: 7r (l0/2)2 = 78.5 SF (1.0) = 78.5 2 52 000`� ` `� \ Cs r - 22 • 5 ZONING DISTRICT: RF RESIDENCE F DISTRICT 25 95 � LAWN F C .r� .-' TOTAL: 49.8 GPD x 2 PITS = 1099.6 GPD \\ 23 3/ 20 OAIC ` ' ,j +2 �` t k x ` 2 22 69 93 DRAIN BLUESTONE � o� �� _ �� MIN. LOT SIZE 43,560* S.F.zx \ / NnN� X 61 PIPEQ � TSTEP 24'� -TC8 MIN. LOT FRONTAGE 150' EXISTING \ // 4 G _ s ?�aJ.r� ` 1 MIN. LOT WIDTH -- GARAGE ��9 z6. '�� \ �� , 7 0 MIN. FRONT SETBACK 30' i G � �rw z5 1, 1- FLOOD MIN. SIDE SETBACK 15' 1 / '_-..zpr'yf MIN. REAR SETBACK 15' \ / PROPOSED i '-- w=2 t T �`" w / j / ' �.. All , \ PROPO ADDITION / j 8 01 TOFF CBr KK / "" 2j,* ' , __ ROOD z �.�`�rJ MAX. BUILDING HEIGHT 30 LIMIT OF K (336 SF t 2 PATIO kiQG .1 -"��` PROn� D OkI_ C - 1', +c SILT FENCE w r .iI I L IJ LUCA IED fif►1 HIN_.A(j0' 'ER 23.7) %;'f/ / 2801 � \ ?�'a s� 7.1 r• ..� ADDITION r ROTEC71ON OVERLAY DISTRICT & ESTUARINE �� -EXiSTING .,(27, )- PROTECTION DISTRICT DWELLING <v`� 2759 11 r REMOVE STEPS SITE IS LOCATED WITHIN RESOURCE ~' \ 137.8 DOORSILL Go 0 PROTECTION OVERLAY DISTRICT 1 % 26 65 27 77 ELEV. - 29.8` DOORSILL aR� plgN '' W x='4 * MIN. LOT SIZE 87,120 SF . PROPOSED ADDITION ELEV. � 21.2 27 "' pqq TO INFILL EXISTING ' ctiW PROPOSED +25 31 q FIRST FLOOR BREEZEWAY 87 r DECK (82 SF) ` .I 1-26 45 �V 60 SF W N 50' BUFFER c SECOND FLOOR EXISTS) TOP FNDN. .2j 2 78 � l COL , 282 ELEV. - 28.4' 4 �. PROPOSED 1 �y 18• CHERRY / 1S 2 ADDITION � ( 212 SF) 1 � °0,27' --,8 Tom 1 27 PROPOSED PROPOSED ADDITIONS ..��-- F � j �``' // �N,C LIMIT OF WORK 2 �' °I O LAWN AReO do SILT FENCE SHED PLAN CJ F LAND /27 22 �� o , GARAGE SLAB 27. ; , ELEV. - 28.4' PROPO 2441 I �,_..� , ,e. �,� 280 -- -- IN t�6 26 r� BOO LANDING i PROPOSED 282 .2823 ME (5 D SF) a MONz COTUlT, MA WELLS I �N�LL (SLAB)ADDI7ION ���iNn O COBBLE EDGING 8 07 GARAGE 513 60 , , �P�„a; o;� 2a 26 J , - o #614 POPONESSETT ROAD 16• OAK + s 4 12' oAK� 4 5�. PREPARED FOR +27 99 p POP �q► MF,yr` DONALD & MAUREEN SALAMACK 40, r a 689 24•09 WIDE" DATE: MAY 7, 2010 pUe��c 17 ELMETER REV: MAY 28, 2010 (DECK) LES --B+Oh 31' off 508-362-4541 fax 508-362-9880 downcape.com OF Mqs 4ZN PARCEL 20 ,,/ DANIEL cyo ���� s cy TOWN WATER d0WN cape e!!�1 OF 4600r ng, INC. �. DAN11 LA. G 6, ' OJALA OJALA civil engineers No 4098D land surveyors � CIVIL �' No 4650 ~-----�_�� Scale:1"�20' 939 11 Street Rte 6A PARCEL 28 � ) �ss�0rrnt a ,---� WELL (> 150' TO EXIST _ YARMOUTHPORT A4A 02675 r SAS ON PARCEL 2) 0 10 20 �30 40 50 FEET y09-266 DATE DANIEL A. OJALA, P.L.S. 09-266 SALAMACK DWG