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0345 WINDSWEPT WAY
�� �rl�Sc���" I� J y ,� _ __.._, �..,.. .. � '� ',� f 3 �,l' �� � �' �� �� �� �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel —Application # `O *1,59 Health Division Date Issued Conservation Division Application Fee W. Permit Fee � Planning Dept. '': Permit Fee Date Definitive Plan App Ned by Planning Board N• sK C1 141 Historic - OKH Preservation / Hyannis 3 W Project Street Address .J 3 a Village Owner ��� RE$ER/�KGt� L 61S �!�' Address 247 sCAyl7'/�<UE 057C�zd5'eL1t5. Telephone � /�� /�/S 2 ag4 //1 :�00 00 Permit Request /,Lp AJ S .4 Square feet: 1 st floor: existing proposed 60 2nd floor: existing 0 proposed( 18o Total new 6-680 Zoning District Flood Plain Groundwater Overlay N Project Valuation (jam Construction Type Lot Size I t t � � Grandfathered: ❑Yes *o If yes, attach supporting documentation. Dwelling Type: Single Family >1 Two Family ❑ Multi-Family . (# units) Age of Existing Structure 4 Historic House: ❑Yes IIIIII^Io On OldKing's Highways Yes,,VNo Basement Type: XFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) G' � m � Number of Baths: Full: existing O new Half: existing O new Number of Bedrooms: , _ existing 5new o Total Room Count (not including baths): existing © new First Floor Roomtaoun 3, l 0 X__ Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: J4 Yes ❑ No Fireplaces: Existing 0 New ,E isting wood/coal stove: ❑Yre�s N�Pilo Detached garage: ❑ existing ❑ new size 10Po k ❑ existing ❑ new size o. Barn: ❑ existin ❑ new iitz 9 9 ��SO, Attached garage: ❑ existing new s e _Shed: ❑ existing ❑ new size _ Other: ►� Y�' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes XNo If yes, site plan review # Current Use t� AA" Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ t5 �d �' /�JCTelephone Number 08� r Addressli�27g I L" ►��R1�S License # '� C3 Home Improvement Contractor# Worker's Compensation #�i�p J Z2�j2`1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l 1 •� SIGNATURE DATE ��l/ 2aii 'j FOR OFFICIAL USE ONLY I' APPLICATION# ' DATE ISSUED } MAP_/PARCEL N0._ ADDRESS VILLAGE OWNER L - DATE OF INSPECTION: FOUNDATION o ill-D ai`` FRAME G INb'I'2 INSULATION -71 FIREPLACE 6' _ 'r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL :. GAS.: oz ,: ROUGH ' FINAL �. `RINAL BUILDING:' DATE CLOSED OUT ASSOCIATION PLAN NO. F\ ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations . a a 600 Washington Street Boston,MA 02111 s� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ( Please Print Le0bly Name(Business/Organization/Individual): (f2 19 C— Address: City/State/Zip:)5 6 t),C- VIA b��✓ Phone.#: � :1 Are you an employer? Check the'appropriate box: e f project(required):. 4. I am a general contractor and I 1. I am a employer with ❑ 6. New construction'. employees(full and/or part-time).* have hired the sub-contractors 2.El am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' Y P t3'• # - 9. ❑Building addition [No,workers'comp.insurance comp insurance. required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers ave exercised.teir 11,.❑Plumbi. g repairs or additionsn 3.� I am a homeowner doing all work hh P myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No.workers� 13.❑ Other comp.msuranc6 required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors 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 site information. Insurance Company Name:Policy#or Self-iris.Lic.#: ,f� Expiration Date: 12 C* VOlob �Site Address: 5q' Lf`� 2 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 iequired 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 insurance coverage verification. I do hereby certify under the pains-and penalties of perjury th he i ormation provided above is tru' and correct Si ature,� 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): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#: 646400 2NORRISEB ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM 05/10/2011YY) 011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling 8r O'Neil Insurance PHONE 508 775-1620 FAX 5087781218 A/C No Ed): A/C No Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance INSURED INSURER B: E. B. Norris&Son.,Inc. 138 Osterville-West Barnstable Road INSURER C: Osterville, MA 02655 INSURER D: 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYW A GENERAL LIABILITY BINDER322326 5/03/2011 0510312012 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES ERENTED occurrence) s250,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PROT LOC $ JEC A AUTOMOBILE LIABILITY BINDER322325 5/0312011 05/03/201 Z EOa !cid..l)SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $1,000,000 ALL OWNED Ix SCHEDULED BODILY INJURY(Per accident) $1,000,000 AUTOS AUTOS $500rOOO X HIRED AUTOSAUTOSNON-OWNED PROPERTY DAMAGE AUTOS Per accident A X UMBRELLA LIAB OCCUR BINDE 22328 5/03/2011 05103/20121 EACH OCCURRENCE $1 O 000 000 EXCESS LIAR CLAIMS-MADE AGGREGATE $1 O 00O 000 DIED I X RETENTION$O $ A WORKERS COMPENSATION BINDER322327 01/03/2011 05/03/20 X TO Y LIMITS I FIR AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable 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 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S80658/M80657 LS1 �7assachusetts - Department of Public Safetc Boar(I of Buil(I�r' r Re-ulations and Standards Construction S pervisor License License: CS 15851 Restricted to: 00 CRAIG N ASHWORTH 138 OST W BARNSTABLE k ' OSTERVILLE, MA 02655 �t Expiration: 91 8/2011 ('ununissi mcr Tr#: 3091 , k Office-Tokoeumer air "Vines"sliegeu a`Iionn License or registration valid for individul use only n HOME IMPROV MENT NTRACTOR before the expiration date. If found return to: L - Registration: 201 Type: Office of Consumer Affairs and Business Regulation Expiration: 6/3,- 2 J Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 ER EST B. NORRIS&•SON-.INC Craig Ashworth 138 Osterville W. Barristable`id: Osterville, MA 02655 Undersecretary Not valid without signature I J, li I.� REScheck Software Version 4.4.1 Compliance Certificate Project Title: Wrighton Residence Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 6137 Climate Zone: 5 } Construction Site: Owner/Agent: Designer/Contractor: 390 Grand Island Drive Robert Maglio Barnstable,MA E B Norris and Sons i Compliance:5.3%Better Than Code Maximum UA:921 Your UA:872 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gr • • 'Assembly' or • Door' Perimeter • Ceiling 1:Cathedral Ceiling(no attic) 5935 37.0 0.0 166 Wall 1:Wood Frame,16"o.c. 5339 20.4 0.0 252 Window 1:Wood Frame:Double Pane With Low-E 725 0.310 225 Window 2:Wood Frame:Double Pane with Low-E 14 0.290 4 Door 1:Glass 219 0.330 72 Door 2:Solid 42 0.200 8 Floor 1:All-Wood Joistlrruss:Over Unconditioned Space 4383 30.0 0.0 145 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 bee designed Meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply With the mandatory requi sted' the RE he Inspection Checklist. Name-Title Signa re Daf Project Title: Wrighton Residence Report date:08/09/11 Data filename: Untitled.rck Page 1 of 4 i REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-37.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-20.4 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.330 Comments: ❑ Door 2:Solid,U-factor.0.200 Comments: Floors: ❑ Floor 1:All-Wood JoistITruss: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-buming 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. Project Title: Whghton Residence Report date:08/09/11 Data filename: Untitled.rck Page 2 of 4 (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. (g)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 i requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Cl 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. Cl Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. o Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: I] 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: Cj 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). Ej 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 463.3 cfm(8 cfm per 100 111:2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 694.9 cfrn(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 347.5 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 231.6 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. I] 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: O Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Project Title:Wrighton Residence Report date:08/09/11 Data filename: Untitled.rck Page 3 of 4 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's'). 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) Project Title:Wrighton Residence Report date: 08/09/11 Data filename: Untitled.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 37.00 Wall 20.35 Floor/Foundation 30.00 ' Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.31 0.28 Door 0.33 0.24 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: 17 IN OF MASS P-e "@ &e qcy 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 3qV GVQI b ISUA-0 D �2 MICHELE Gym MASSACHUSETTS STATE BUILDING CODE CUOILO WF C-M AAL 0 No,34774 N A WC Guide to Wood Construction in Higis Wind Areas:110 mph Wind Zone I STRUCTURAL Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' OF fG11 1 II �T�, �,P � I tt �� Y Q Chcck SION►.t �(C�gCGQb�) Compliance 1.1 SCOPE Wind Speed(3-sec.gust) ...................... ...... .. ....... ............. 110 m h _ Wind Exposure Category .. ... .. . .... . ............ . . .. .... ... . ....... ........... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) '� stories s 2 stories _ Roof Pitch . .. ..... .... ...... ...... ...... (Fig 2) ....... .... .. . ..... .ti61z-s 12:12 _ Mean Roof Height .... ......... . (Fig 2) %.. . .... .... G'�ft s 33'Building Width,W ...... . .: (Fig3 ( �p _ Building Length,L .. . ........... �j �.I. (Fig 3) . g.�.A .... . .. D,ft s 80' _ Building Aspect Ratio(L/W) .. .... .I. :F �.. (Fig 4) .a t 6..1!.I,i�.. ... .... I s 3:1 _ Nominal Height of Tallest Opening' (Fig 4) .. .. . ...... L 6( s 6'8" — 1.3 FRAMING CONNECTIONS General compliance with framing connections. .. (Table 2) .. ..... ......... ............ . 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete ................... . .. . ..... . ... .. .. ................... ... ....... . _ Concrete Masonry . .. . . ............. . ........ ... ..... . ... ..... .... ........... 2.2 ANCHORAGE TO FOUNDATION'.' Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an al44ernative in concretetonly Bolt Spacing-general....... ... Wit... (Table 4) ...�.2,a...I..S Bolt Spacing from end/joint of plate ..... .. (Fig 5) .... .. .. :... ... -01in. s 6"-12" — Bolt Embedment-concrete............ .. (Fig 5)...... ... ... ........... .-7 in. a 7" _ Bolt Embedment-masonry............ .. (Fig 5) ..... .... ....... ... - in.a 15" _ Plate Washer . . ....................... (Fig 5) .... ............... a 3"x 3"x 1/4" 3.1 FLOORS Floor framing member spans checked . ........ (per 780 CMR 55.00) .... .. .............. — Maximum Floor Opening Dimension........ .. (Fig 6) .....................L1 ft s 12' — Full Height Wall Studs at Floor Openings less than 2'from Ext nor Wall(Fi 6) ............. — Maximum Floor Joist Setbacks E61 NL Supporting Loadbearing Walls or Shearwall . (Fig 7) .. ..�z ..... ........... ft s d _ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall . (Fig 8) ....".. ............... G�ft s d _ Floor Bracing at Endwalls ................ .. (Fig 9) ........ . ... ............... .... _ Floor Sheathing Type ... .. ......... ....... (per 780 CMR 55.00) . . .... .......... — Floor Sheathing Thickness ................. (per 780 CMR 55.00) . . ..... . .. Floor Sheathing Fastening .................. (Table 2)-ad nails at__.� in edge/_L1 in field _ 4.1 WALLS Wall Height Loadbearing walls ..................... (Fig 10 and Table 5) ..........q.7-5ft s 10' _ Non-Loadbearing walls . ................ (Fig 10 and Table 5) ........ Llfi'Aft s 20' _ Wall Stud Spacing .......... .... .. ....... (Fig Fi 10 and Table 5) ... .... �L in. s 24"o.c. —Wall Story Offsets ........................ (Figs 7&8) ............ ...... ft s d 4.2 EXTERIOR WALIS' Wood Studs 6 Loadbearing walls ...... .... . ..... (Table 5) .......... ..2x ft in. — Non-Loadbearing walls t�4.'Zt�....... (Table 5) ....... . ....2x ft J in. Gable End Wall Bracing L IL+rD Full Height Endwall Studs............... (Fig 10) ... 'ft' — WSPCAtti Floor Length ................ (Fig 1 lCj c(.'t- G/7J3�} _ft Gyp.cu,,,�eA;no"".2tb Of WSp not used)(Fig 1 1) .. .:../.!7, ,,,. ,._SSft 2 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).............................. ....... — or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays .. .. ..... . ................ V S. .lDe%..... . . .i . . . ... .......... Double Top Plate S t — Splice Lengthh... tl?1C`�.a . . .. ...... (Fig 13 and Able 6) .41D Splice Connection(no.of 16d common nails)(Table 6) . . .. 8. .. . .. . . . . .... . . .. . .. 1054 780 CMR -Seventh Edition 12/28/07 (Effective 1/l/08) 1 �NOF1NAS19 L ,;Y//l� ts�t✓vIV 1'�tptsN ti 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 39C � D I3�b o MICHELE N CUDILO a APPENDICES 1 STRUCTURAL Loadbearing Wall Connections e Lateral(no.of 16d common nails) ..... (Tables 7 'Z. ©F gFcls�P�\�,44' Non-Loadbearing Wall Connections TONAL Lateral(no.of 16d common nails) ......!.. (Tublc 8) ..... ... .... .... .. ` _ �) Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... (— Sill Plate Spans ...............6. QV: (Table 9) ..(p,I. Q, ,, ft in. (Table 9) .. (p. ¢ , ft Din. Full Height Studs(no.of studs) 3.,,, � — V`/ Non-Load Bearin Wall O nin (Table 9) ....( .�.,,. .52,�.... — l 8 Openings gs(recorVlargest opening but check all openings fo.compliancy to Table 9) Header Spans...... .............�.i O.. (Table 9) ..14. R... . .. �ft Q in. s 12' _ Sill Plate Spans.... ..... . , Q,�(Table 9) .. .. ft in.s 12" Full Height Studs(no.of studs) /l. Exterior Wall Sheathing to Resist Uplift anhhear Simultaneously' 4 — Minimum Building Dimension,6D Nominal Opening Height of Tallest O l II g p g' ...... ........ .. ....... .. . .. . . . . . ... . ......... ... �s 6,8„ Sheathing Type ... .. .. .. (note 4) . .... ...... . .. .. ....... . _ Edge Nail Spacing ................. .. (Table 10 or note 4 if less) . . . .... in. _ Field Nail Spacing ...... (Table 10)... ... .. . . .... . . .. ... . m _ Shear Connection(no.of 16d common nails able 10) ,�y, Percent Full-Height Sheathing►✓SX (t`� able 10).D!.r/�jr3141��,XTz; 5%Additional Sheathing fo Wall with Opening>6'8"(Design Concepts)........ ... Maximum Building Dimension,l — Nominal Height of Tallest Opening' ...... 1-Bs 6'8" Sheathing Type .... .. . .. ..... ........ (note 4)........ .... ........... WS( NOI Edge Nail Spacing . ... .. ......... .... (Table I I or note 4 if less) ...... . m, �r� Field Nail Spacing . .................. (Table I1)...... .... . . . ........ . �in Shear Connection(no.of 16d common nail )(Table 11) . .. t ,, ,,,• . �/Q Ln� Percent Full-Height Sheathing�'J3.,c f 7'(Table 1 I) 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).. .. ....... Wall Cladding — Rated for Wind Speed? ............................ ..... _.. ....... ............. 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang.. ......................... (Figure 19) ......jk�ft s smaller of 2'or V3 Truss or Rafter Connections at Loadbging Walls kul , — Proprietary Connectors Uplift (Table 12)..334.... ....... UA I EtM�� Lateral ... �P!1�S,t7J ..::r��/..... (Table 12). I.�. ..... . .. .... L=11� �f Shear.. f'( %..... Table 12 b i 2t sA ( )....Z.7..... .. .... . S= 1� Ridge Strap Connections,if ollar tt of 1(99*page 21(Table 13)..... ....... T= — Gable R poker Q ,.•.,•. (Figure 20 — Truss or Ra r onnections at Non-Loadbearing Wall ) �/ ft s smaller of 2'or V2 — Proprietary Connectors Uplift ....... ..... ............... (Table14)....... .... .... .... U==lb. _ Lateral(no.of 16d common nails) ....... (Table 14).. ..... ...... ... .. . L==lb. _ Roof Sheathing Type ......•... ,..,., ,•,... (per 780 CMR 58.00 and 59.00 Roof Sheathing Thickness ............ )n.in. ''' '''' '' -- SP Roof Sheathing Fastening .................. (Table 2) 6d.&•k,A,fl L 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. Comer Stud Hold Downs per Figure 18a and Figure l8b 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. J. -rne bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated ti2-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 12/28/07 (Effective 1/l/08) 780 CMR-Seventh Edition 1055 f Full Height Studs. Full height studs shall meet the same requirements as exterior wall studs Double Top Plate selected in Table 5 (See page 12). The minimum number o till height studs at 51Njp�a-'� C S Z 2 each im.d of the header shall not be less Plate Uplift Strap ¢I o/c than half the number of studs replaced Referr to-Teble 7 oril 14 or 15) by the opening, in accordance with Table 9. Full height studs shall be permitted to Double Header replace an equivalent number of jack studs, when adequate gravity connections Full Jack Stud 5l M P 0 r,( CS 22 Height Header Uplift Strop are provided. Stud Refer to Table 9 Window SIII Plate Window Sill Plates. Maximum spans for window sill plates used in exterior walls shall not exceed the spans given in Table 9. Strop- I►�PnS> oundat�n Connections around Wall Openings. Header and/or Girder to Stud (off Connections. Headers and/or girder to stud connections shall be in accordance 1R THTW with the requirements given in Table 9. ? \Bottom Plate Window sill plate to stud connections shall be in accordance with the ` requirements given in Table 9. Top and Bottom Plate to Full Height (/Figure 17. S ds and Headers Around Wall Openings Studs. Each full height stud shall � '�' be connected in accordance with the /� L L S� ��./}1� .5- N1Q i (/5 � C- requirements given in Table 9, l �� _S c C( ' T i ctfl— e , S vF-r rE��)T Table 9. Wall Openings—Headers in Lo dbearing Walls Y}� Meader Span (R.) u' ber of Uplift (lb.) Lateral (lb.) ull-Height Studs 2 2- 2x4 1 277 132 - 3 2 - 2x4 2 416 198 2 - 2x4 2 554 264 5 2 - 2x4 3 693 330 6 2 - 2x6 3 831 396 7 _ 2 - 2x8 3 970 462 8 2- 2x12 .3 1,108 528 9 3- 2x10 3 1,247 594 10 3- 2x12 4 1,385 660 11 4- 2x10 4 1,524 726 A WC G►ride to Wood Construction in High I[Vind Arens. I l U ►nph IYind Zone Massachusetts Checklist for Coin pliance (780 CMIR s301.2.1.1)' 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 7116'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 6*0TS- 09 �i✓sp 3q-D6 .b 1.5 ,moo Dn - TA,ZTfti,� OP '-w►+arn���araoN � �� w�►ra um sl►wtas ...:::Ir___-_T� 11 11 11 /1 11 11 11 M 11 11 1 11 / 11 11 11 11 11 M M l/ /1 /1 11 11 11 A ri'� ;l ii YY F 11 11 U y 11 11 11 ,/ M 1/ I 1 11 11 PwNE� -• � t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I A-IVC Guide to Wood Construction in High 11'ind Areas: lIU inph fl/hid Zoite Massdlchusetts Checklist fur Compliance (78ocn'IR :3►►1.2.I.1)' MA OF . s �'- -- STAOM Efl OVA PATTERN PANEL PAINO E-O" DOUGH NAIL WGH SPACM WrAL Detail Vertical and Horizontal Nailing for Panel Attachment r GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS I.All workmanship to conform to the requirements of the Massachusetts State Building Code. latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf.for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, fc=3000 psi.3/4"aggregate,designed per American Concrete Institute Code. latest issue.maximum slump=4". a.) Anchor bolts ASTM A307 galvanized.min. 5/8"diameter. 12" long,w/2-1/2"hook sPaccd_"v/c,yr in cvrwrccc piers wi' Simpson ABU-series base:SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement.etc.). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 1 10 MPH Exposure B.unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams; use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framine: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi. Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi.E=1,900 ksi. Fv=285 psi, 1=c_per--750 psi. Fc_par=-2900 psi. Note that Microllam and Parallam may be used interchangeably. I. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled. with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson►.,SSU-series,or Simpson Straps over top of plywood.spaced 16"o/c: Rafter to Ridge Plate: Collar ties min. I x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers.or square plate washers. All nuts shall be retightened at completion ofjob. 7. Blocking: a. Blocking shall be solid blocking,2x minimum.and full depth of member. b. Stud Walls: provide blocking at 8'-0"o/c, maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea. End d. New Framine: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges:atta N"OF ass plywood edges to this blocking �y> °ti 8.Nailing Schedule: o MICHELE G All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. �� CUDILO Multiple Studs 16d @ 12"staggered 0 No.34774 -4 v, a. All nails shall be common wire nails. STRUCTURAL b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0". use 2-2x6;all others per MA State Building Code Table 5502.5(1)and(2). I01JAL . MICHELE CU ILO, P.E.7�L �AJ (� (��� -r�� S(J� Consulting Structural Engineer V `�' 123 Cottonwood Larve, Centerville, Massachusetts 02632 5�0 6eAw SL` J2. Drawn By: MC Bate: �1 Drawing 0STOVLO l a ( MA Scale: AS NOTED Rev. 0 SK- File Name: j S Project No.: ✓ i uu11H b:1 NJNtGI HAIIU UStU WIIH GONIINUOUS WOOD STRUCTURAL PANEL SHEATHING • IUTSIDE ELEVATION SIDE ELEVATION Extent of header (two braced wall segments) - - - ----- - - Extent of header (one braced wall segment) — . Pony •�,_;�; -T-- 1! ; ; j Min. 1,000lb Braced wall segment s > wotl Y. i �y,`• rension wrap. lot per IRC Table R602.10.4 ,. Strap shot; be eight". r I i 1, H centered at I- - (•, ... . . I * .. ;? bottom of . . . . Min: 'k 11i1 ) 1 header. - 2 to 18 (finished opening width) - •a. 1 rl•° «• 16d sinke ,, •I nails (0.148 j Fasten sheathing to header with 8d common �:, , ; , nails (0.131" x 2-1/2") in 3"grid pattern as shown ►i '; '" x 3 1!4'' ;n and 3" o.c. in all framing (studs and sills) typ. ;j 2 rows ;;•; ;, ' Header shall be fastened to the king stud .. t with 6-16d sinker nails A 1 48" x 3-1/4") ! � Wooa st uc I I I `I YM -1 1 ••I•I I•I. Minimum 1,000 lb strap shall be ---- s , i i;, P turai one! 10 ra > .i1 1I i centered at bottom of header and installed -47 ;.;.} must be , ';�� mox. ;�---'I on backside as shown on side elevation•• �t �� Y } � (��.: �� _L continuous` height ;jsT:.. RM'i;`_"�1 ; ;;l: _ -- from top of For a panel splice (if needed), - �,}, I:.. ' �: wall to bottom panel edges shall be blocked and of wall, or �.o 1 .•I.I..L. 1.1• %y'► ; occur within middle 2411 of wall height €�,x} ;I ,'t from top of81 s ;'€�M:. j j•I.1 ; wall to ,F VI 1 1 11• 7. Wood structural panel strength axis3s+qr** .;v ';•;+; y" permittea splice area ;';•� Min. number of studs shown'' �;,.�,•.,>.;; i ; �y Min. length based on 6:1 aspect ratio. j . 7/16 min. I I 11 I • thickness •1•: I.1• For example:16 min. for 8 height. �,-I- _ 1, •1•I I•;• ;. wood structural i • ��� panel Anchor bolt per IRC Table R403.1 .6 typ. --' sheathing Min. 2"x2'x3/16" plate washer No. of jack studs per IRC Table R502.5(1&2) !e Table 1 Not to scale OVER CONCRETE OR MASONRY BLOCK FOUNDATION Form No. J740 ■ C 2008 APA - The Engineered Wood Association e www a MICHELE CUDILO, P.E. Consulting Structural Engineer V" t� 123 Cottonwood Lone, Centerville, Mammhusette 02E32 -3(nn 0 "-�`^ s Q �` Drawn By: MC Date: CIZZ& lL D r awi n g 0 C. l L-l-cz j � tole: AS NOTED Rev. 0 Sit V — File Nome: roject No.: dt - i L , . �tN pF MAg 2� o MICNEIE �m CUDIlO I'n I u No.3477� v_ x- ZOO,D 1 SUS . CA*LT1 'L 28 O (� STRUCTURAL � I�X�3 C5 t-A I yy/ ++ \ Val z ° .W / � J G!Srt�� Si ON ALE f I ! � OR A:I 7 I CONT1NtD.i2 ILOCIQNG I i e x 7 NAILER-- t p4 py� i i c GAcx �y 'wpj ITK,GCRa) CAP IL PL �/2 x 7_ (( S ymm, @ C� 6L ) aF oaT� �2 Cl1 C� ( n� x (TIP) ! ! r4') 3/4-4. tj iAP PL ItTC' PrTAI l 2 X -1 I X `� (.(u L>`C►�M 1+fit/ TO F OaTNG. / OR co,rnwqus+ vz rq�u�G�� 3/¢�Dl + l( (D u USE PL. �Y/�--_x�xl 4 NOTES 1. ALL WORKMANSHIP TO CONFORM WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS STATE BUILDING CODE LATEST EDITION REQUIREMENTS. 2. STRUCTURAL STEEL: ASTM 572 (FY=50 KSI), Optional: SHOP PAINT WITH RUST INHIBITIVE PAINT. 3. EXPANSION BOLTS: ASTM A510 3/4" DIA.x6" EMBEDMENT IN CONCRETE; THRU—BOLTS:ASTM A307 1/2" CIA. 4. PUNCHED HOLES IN PLATES = 9/16" DIAMETER. 5. ALL WELDS E70XX ELETRODES. SHOP WELD CAP AND BASE PLATES TO COLUMNS. 6. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS, AND FIELD VERIFY WHERE REQUIRED. STEEL BEAM CONNECTIONS TO WOOD FRAMING MICHELE CUDILO, P.E. ' Ce.+m...lt:.-.g Strvotvrol E.�cq:.�oor Centerville, Massachusetts 02632 W?4 W+TSON Drawn By: MC Date: 05/0 col Drawing 3 9c) Scale: AS NOTED Rev. 0 File Nome: j Project No.: 201 SK 3 7 r .w,iA c nc- l o yl3 SUBDIVISION PLAN OF LAND IN BARNSTABLE 15354--126 Baxter 6 Nye, Inc., Surveyors Sheet ? of 2 January 6, 1989 N /23 � A, CA h0 sea \ w C '° ��� °s.as3B F CA C9. - ,y�'m CA m \ .��•CA 190 L.CRdA 'gyp CA O � a ` CO. .00 �h -w tEt L.Gd Q• ,�,�f0. o .$)Ste, CA 189 I-CA ` A(m Na/5354-37 p \ /88 % o o e o e ` h Z CA BARNSTABLE 0011�► REGISTRY OF DE A TRUE COPY,ATTEST d0HN F.MEADE,REQISM Subdivision of Lot 122,124 and 130 Shown on Plan 15354-105 shs.2 and 6 Filed with Cert. of Title No. 4330 Registry District of Barnstable County Separate certificates of title aqy be issued for Lend shoNn Aereon as L S Jf— LY:gg9.A 192 __ _ _ Capy of port of plan By Me Court. filed!n LAND AESISTAATION OFFICE MAR_14, 1988 —— " �r —r Stale of tAis plan 80 lest to an lneA eC Louis A. Moore, Rinser for LBurt rl. M-105 t 15354-126 Sheet 2 of 2 A TRUC COPY,ATTEST N JOHN F.MEAd IAEOSM c s �D sheet E C.8 /2O Q 0 h �Q S \ 189 Ca Nt 188 h ♦9 i\ $ £1 0 \ CQ ca \ , ka, 192 4 , a Z�°aaim i ' r40.32 4�32o Ca S.0p�C8 — S7B6BB.M ^c.4 ��I `t�f '/ - ` o� /ZZZ , W/NOSWh; r(4aoo w/ds l I Q _ N 7s'07'as E — Ca POP.98 P/on Na/5354-37 _• Rai 1 m ti O 39 ^a Plan Na/5354-84 aA/2 a hIQ i S 75.37'02'#C 4600 /00 99 P/on Na/5354-99 Carl,Na/795/ ST. 0405 Scale of this plan 80 feet to an inch Affidavit of Substantial Financial Interest I, zk6A4j�10of d9� 40—on oath depose and state as follows: 1. 1 am an applicant for a building permit fort e property located at Map yJ��, Parcel &�D. The address of the property is �2::"Al j X:5z.4-,UO 0 ale5-- 2. 1 have D % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is <? 1 6 , the following individuals or entities have had a 1% or greater legal or equitabI6 interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address F/CepmCo'( cow Gog«. � v 7 4. Within the last twelve months, from today's date, which is I have had a 1% or greater legal or equitable interest in the following prop rtie which have been the subject of a building permit application: Map/Parcel l Address N 5. Within this calendar year, I have submitted building permit applications-for property in which I have a 1% or greater legal or'equitable interest. 6. Within the last ten days, I have submitted -). building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I-havesubmitted (0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received .Z building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perju is ay of , 20011 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT Doc: 1 .165s231 05-03-2011 2:41 Ctf=- 194168 BARNSTABLE LAND COURT REGISTRY MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 05-03-2011 d 02:41rm Ct1': 1119 Doc': 1165231 Fee: $5►643.00 Cons: $IPM►000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 05--03 2011 & 02:41pm chit: 1119 Doc': 1165231 Fee: $4,455.00 Cons: $1►650r000.00 QUITCLAIM DEED 1,WILLIAM I. KOCH, of West Palm Beach,Florida, in consideration of ONE MILLION SIX HUNDRED FIFTY THOUSAND and NO1100($1,650,000.00) DOLLARS,paid, grant to FREDERICK W.WRIGHTSON, III and LOIS I. WRIGHTSON,Trustees of 390 Grand Island Drive Realty Trust,under declaration of trust dated recorded as Document No. ro a.34 , of 200 Birkdale Lane,Jupiter, Florida -r-.>L/TZ with QUITCLAIM COVENANTS that certain parcel of land, situated in Barnstable(Osterville),Barnstable County, Massachusetts,more particularly bounded and described as follows: LOT 188 Land Court Plan No. 15354-126 Said Lot 188 is conveyed together with a right of way for all purposes or by vehicle,including the installation of utilities, in common with all others now or hereafter entitled thereto over the roads laid out on Oyster Harbors and shown as Town of Barnstable. v Regulatory Services MAW.snxxs' � Thomas F.Geiler,Director 9 q'prEp;p.,a10 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, L6 tr2 as Owner of the subject property r hereby authorize, L �a"►� ( � �to act on my behalf, in all matters relative to work authorized by this building permit.application for: . e3 " 0 /'3 LA -tom l (Address of Job) kign—atureof Owne a Print Name Q:FORMS:OWNERPERMISSION �{ 4 /' T �752o Ton KarrnanAve. Leine, CIS 92614 i September 21, 2010 To whom it may concern, ' This letter is to verify that Anderson insulation is a-qualified and certified applicator of our product DC 315 over polyurethane spray foam.Anderson has received the appropriate training necessary to apply and coat both thermal and ignition barrier according to the specs of the paint. If you have any questions please feel free to contact me. Thank you, Richard Guarnied Vice President of Technology and Operations Phone:949-975-8588 Direct:949-306-4253 Fax: 949-724-8898 P- � Web Site�•;:,.n:�•x :�,,�:,e.:...z�,,.,.!.cc-r_.cO-r Email _Coll" i r Bob Andlerson From: Gary Wolfe[gary@gwdesk.com] Sect: Wednesday, January 23, 2013 2:56 PM To: randerson@andersoninsul.com Subject: Icynene Ignition and Thermal Barrier Testing Thank you for contacting us about DC315, our IBC code compliant thermal and ignition barrier alternative for Icynene° spray foam insulation. DC315 passed certified NFPA 286 tests for 15 minutes over Icynene° MDC-200 CC&LD-C-50 OC which meets the -applicable requirements of 2006 IBC Section 803.2.1./2009 IBC Section 803.1.2 and Section 2603.9 Special Approval for Thermal Barrier Alternatives. OC325 also meets the requirement as an igGgMo g Bari per per AC 377, Appendix X at an incredible spread rate Of 4.00 sq. ft. per gallon! ***This makes DC315 the most cost effective ignition and therrmM barPrieu. On the market.*** 1***0 15 as the OMY coating that has been certified as both an ignition .barrier and therm; M barmier over a variety of foams*'* Please find attached ESRs#1826 and#2715 over Icynene®open cell spray foams. Type.of Barrier VVeT rails Dal°rails Coverage Rate Icynene°Thermal Barrier Alternative MDC 200 CC 2 lb. 22 14.3 73 sq.ft. per gal Icynene®Thermal Barrier Alternative LD-C-50 OC 0.5 lb. 20 13 80 sq.ft. per gal Icynene®Ignition Barrier LD-C-50 OC 0.5 lb. 4 3 400 sq.f�:. per gal Icynene®Ignition Barrier LD-R-50 OC 0.5 lb. 4 3 400 sq.ft. per gal Icynene® Ignition Barrier Alternative MDC 200 CC 2 lb. 4 3 400 sq.ft. per gal Advantages of using DC315 Thermal Barrier Alternative over Spray Foam Include: o Single coat coverage o Reduced labor cost, reduced material cost and higher profits . o Excellent Spread Rate-Thermal Barrier(80 sq.ft./gal @ 20 wet mils) 4gnit€or Barrier]400 so.:t.j gall @ 4 rse::r i?s) o Warnock Hersey listed o LEE® points can be earned by-using DC315 o Certificate of Compliance—VOC Emissions, passed CA 1350"safe for use in schools and high occupancy buildings" o Fast turnaround time o No formaldehyde o Easily applied with a sprayer, brush,or roller o No complicated mixing-just stir the paint before application o No waste o Fast and easy cleanup of our water base latex paint,tools&equipment _ o Will not gum up or block spray equipment e Passed strict EPA—VOC and AMQD tests Gary Wolf- Executive Vice President International Fireproof Technology Inc. 17528`.ion Karnlan Ave.Irvine,CA9261n Direct:760-360-1867 Cell:760-766-5838 Web Site�vr'"r'.PaIr:LLar:roiec..o Email:aaryP-gwdeskxom €iie.ao!feniS of th;s e-! c;i!me:saq%..inc'ucling any o focilr'!"!"e n' ,tire infer!t7ed saiely for-h !,!s W?of file-Ue',r5ofl of -w;os Cdd4essed.if coii'rzinS fnforma:ion ih-ui may be privileged and ccil"i:eniliol and protecied fron i diSCI surc-by c:pp!iC.uble Siaie:Ind:£:de al low.ii YOU Cirr il4!the.ir"Iended recioier'!of s 'S i" :?Ssage,bc-adv7s,ed fihcz;'L"n'y Cl ES3C:minn iarl't.!`�ls".+r; E.i'�'Qn,or Use of ilia co?iAii'S of This nleZ_ ':dye is StInd ° fJrv'1i 7iiSu.it You,fEce t'/r_fi'.i:;f:.Fi•S.^.^.f-g t:l WiE'6r.}�cc'»'S:.•CCiifii:f i:le Sender;JV:?'Urn z3�4T a .?le'ase ab-o p erk'il<"'..nentiv:.1n-lefe Cti C^.G4:?5 Ci Mr-Gri�iilL:l -moil are Ci v afi'.`.chsd docunn.c..-ClEon..The-^nl°.You. DC315 FOR FOAM Page 1 of 2 , yr " ���/ d��) :'1r,�.G UJ'•rtt;�vl'>-.J,+ '�7 i• `�'i,i�����1.�✓��..�!�i,•�:•tAi:�..r�r���r�' ��Ca .•�31R.,71.`� �j � / � � �y c ~�ia�✓M�� is�%•!_y�+r• �c f�. {/ Cf�s��>��.f7�s?��/�I r 1-� �1.17Sy'���t��fJ " r� r t r,� t.. C BR iNA}f fli (7/l� +�•5lE 1lt', D • 1C!NENE - a p e r • : • .-x7.J hahnsttdar:vilfe Gl Q. 1 h CertainTeed2l' OW) DC 3.15 '.Thermal - lo-nition farrier E+ Click here for MSDS Click here for Toch Soles. "•*- DC 3H is inurior i-onion or thermal Laurier coaun6 for shed polyurethane fo:un insulation. Depcnilimg, on your particular applic:mon.an ignition or a thermal barrier are rcquhr d m. tfuildin_-Code.DC 313 is x:•alcr based late r;slcm n . that dries quicf.h and teaches mazimtun prupeni:•<m L»than I 1 LIaVS. IX 31 i over polcurciliane loam a)prca ent surface ignition due to a flainc source.Phis product will inhibit ur prevent the start and spread of Ilanhc encountered on the curl:icc.hs designed to he a Ion_tern protective I :rrier. Product Iisc DC:31 is it coaling sP2cific lly liumulaied tier appliccnion over sprw Iaanl insulation.DC 3I5 c will nlhihit or precam the art and spread ol,Il:one The coaling tan be used as an i mitiun harrier or thermal harrier depending on the thickness in>udled over the Brun. The inanufacturcrs of>pra%• khan products,has peribrmcd csmisive testis_using DC 31>Deer open and clos;d cell Imams io determine the appropriate thicknesses(it' DC 31 nccdW to suet buildme Cock. DC 315 is waler-based paint that is n•pic•:ll:.applied milli a paint spray" r,brush or roller. Code DC 315 complies with It:C:-L:S AC 377 Appendix X i-Modif ied NFI'A_Sbt concerning lire•protection and spray limin insulation.As of Jar. I,'ol I AL.I_ brands of spray tram must meet the criteria of rtppcndis X to meet huildin,Conic. The 2009 IBC and IRC iand earlier editions)require that unless othemisc allowed.."foam plastic shall he separated fronh the interior of a building by an approved thermal harrier of minimum ';inch(12.7 rum)evpsunh wallboard or;ill approved knish material equivalent hl it thermal Laurier that will limit the :ocrlge temper:pure rise ol•the unc q)osed surface to no more than 2501i1:(13QEC f alwr'>minute of fire exposure complying with the AST.%'l 1S 119 or IA. '63 standard time icmperamrc curve The thermal harrier shall lic installed ill such a nnauler that it will remain in place for I'5 mmmes basal rnl N1711A 286 with the acceptance criteria of Section R3fi'_4.1_F �1 48,3O.01, It 40 or L L• 171 (t;)uaed here frown'009IRC.Section R316.-I 1 The building cones Permit:lienhauvc:i=scnhhlies to the above quoted thermal barrier rcquiremcnis under'''000 IBC Section 2603.9 Special_Approval and 2009 Ili('Suction 1t316.6 Specific Approval.In essence,these sections permit approval based on the NFPA 286 test(and others)related to actual end-use configurations.Since NFPA 286 does not provide a passlfail acceptance criteria,the code specifically provides that the test must pass in accordance with the acceptance criteria in 2009 IBC Section 803.1.2.1 or 2009 IRC Section R302.9.4.(Note:2009 IBC actually references the NFPA 286 acceptance criteria in Section 803.2, but this is a typographical error due to section renumbering of the 2006 IBC;803.1.2.1 is the intended section.) 2009 IBC 803.1.2.1 reads as follows: 803.1.2.1 Acceptance criteria for NFPA 286.During the 40 kW exposure,the interior finish shall comply with Item 1.During the 160 kW exposure,the interior finish shall comply with Item 2.During the entire test,the interior finish shall comply with Items 3 and 4. Duriu_-the dU UV esposure,Ilames shall not spread to the ceiling. 'Durin6 the 160 k%V exposure.the interior finish shall conlplr with du 1611m im_.: I latee shall nol spread in the outer extremity of the sample oil:inc:Nall or ceilim_. Flashover.as defined in-'FPA 2M.shall not occur. • The peak rate of heat release throughom the NFP:1'So test shall not exceed 800 LAV. • 'fhe total smoke released throuehoul the NPPA 2Y,test shall not exceed 1000 m'. IRC 1002 9.4 provides for the same NFPA 286 acceptance criteria except that Item 3(peak rate of heat release) is omitted.Therefore, the IBC is the more stringent standard:if the acceptance criteria of the IBC is met,so will the acceptance criteria of the IRC. flererence Documents: '009 Intcrsttiunal BmIdin:Code:Sections 816.1 2.I:26f13.4:2601.9. 2009 Imernnuowil Residential Code:Sections 1002.9.4:R 3I6.4:10,16.6. 2006 International Building Code:Sections s03.'.1:2603.4:2603.,) OC315 POR FOAM Page 2 of 2 20,06 inlernational R esidura4d Cede:S-uctions R3i5.-,161J.4:1,1314.6, NPI'A Standar-d Fire i hil t [CC-ES Evaluation Report ESR-18264: Reissued February 1, 2012 This report is subject to renewal February 1, 2013. (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 General: Section: 07 21 00—Thermal Insulation Icynene LD-C-50T"' is a low-density, open-cell, REPORT HOLDER: polyurethane foam plastic insulation and air barrier system that is 100 percent water-blown with an installed nominal ICYNENE, INC. density of 0.5 pcf (8 kg/m3). Icynene LD-C-50 is a two- 6747 CAMPOBELLO ROAD component, spray-applied product.The two components of MISSISSAUGA, ONTARIO L5N 21_7 the insulation are polymeric isocyanate (A-Component, CANADA also known as Base Seal) and proprietary resin (905)363-4040 (B-Component, LD-C-50 Resin, also known as, Gold wrvw.icvnar.e.coa Sea ).The A-Component must be stored at a temperature of 50°F (10°C) or greater, and has a shelf life of six EVALUATION SUBJECT: months.The B-Component must be stored at temperatures below 100°F (37.80C),and has a shelf life of six months. ICYNENE LD-C-5®TM (formerly known as The Icynene 3.2 Surface Burning Characteristics: Insulation System ) When tested in accordance with ASTM E84/UL 723, at a 1.0 EVALUATION SCOPE thickness of 6 inches (152 mm) and a nominal density of Compliance with the following codes: 0.5 pcf (8 kg/m3), Icynene LD-C-50 has a flame spread index of 25 or less and a smoke-developed index of 450 or © 2012 and 2009 International Building Codee(2009 IBC) less. Thicknesses of up to 71/2 inches (190.5 mm) for wall 2009 0 2012 and 2009 International Residential Code® cavities and 111/2 inches (292 mm) for ceiling cavities are ( recognized based on room corner fire testing in IRC) accordance with NFPA 286, when covered with minimum © 2012 and 2009 'International Energy Conservation 1/2-inch-thick (13 mm) gypsum board or an equivalent Code®(2009 IECC) thermal barrier complying with the applicable code. o Other Codes(see Section 8.0) 3.3 Thermal Resistance: Properties evaluated: Icynene LD-C-50 has thermal resistance (R-values).at a mean temperature of 75°F(24°C)as shown in Table 1. © Surface burning characteristics 3.4 Air Permeability: o Physical properties Icynene LD-C-50TM spray-applied foam plastic insulation, o Thermal performance(R-values) at a minimum 'thickness of 3% inches (89 mm), is considered air-impermeable insulation in accordance with ® Attic and crawl space installation IRC Section R202, based on testing in accordance with o Fire resistance ASTM E283. © Air permeability 3.5 Intumescent Coatings: 1 Noncombustible construction 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent coating is a latex-based coating supplied in 1-gallon (4L) 2.0 USES and 5-gallon (19L) pails and 55-gallon (208 L) drums.The Icynene LD-C-50T1' is used to provide thermal insulation in coating material has a shelf life of 12 months when stored buildings and to seal areas such as plumbing and wiring in factory-sealed containers at temperatures between 40 F (4.4°C) and 90°F (32.2°C). penetrations against air infiltration, in Types 1, 11, III, IV and Type V construction (IBC) and dwellings under the IRC. 3.5.2 DC 315: DC 315 intumescent coating is a water- The Icynene Insulation System may be used in fire- based coating supplied in 5-gallon (19L) pails and resistance-rated construction when installed in accordance 55-gallon (208L) drums. The coating material has a shelf with Section 4.5 and in Types I through IV construction life of 24 months when stored in factory-sealed containers when installed in accordance with Section 4.6. at temperatures between 41OF (5°C)and 95*F(350C). 'Revised March 2012 irr.iiR rvalantinn Renews are not to he construed as renresenline aesthetics or onv other attributes not sneeirtcally addressed nor are they to he construed fly i ESR-1826 I Most Widely Accepted and Trusted Page 2 of 5 4.0 INSTALLATION consistent with the requirements for the type of 4.1 General: construction required by the applicable code and must be installed in a manner so that the foam plastic insulation is The manufacturer's published installation instructions and not exposed. The insulation may be installed in unvented this report must be strictly adhered to and a copy of these attics in accordance with the 2009 IRC Section R806.4 or instructions and this evaluation report must be available on 2012 IRC Section R806.5,as applicable. the jobsite at all times during installation. 4.4.2 Application without a Prescriptive Ignition 4.2 Application: Barrier: Where Icynene LD-C-50 foam plastic insulation is Icynene LD-C-50TM foam plastic insulation must be applied installed in an attic or crawl space without a prescriptive using spray equipment specified by Icynene, Inc. The ignition barrier, in accordance with Sections 4.4.2.1, insulation must not be used in areas which have a 4.4.2.2 and 4.4.3,the following conditions apply: maximum service temperature greater than 180OF (820C). 1. Entry to the attic or crawl space is only for the service The foam plastic insulation must not be used in electrical of utilities and no storage is permitted. outlet or junction boxes or in contact with rain or water,and must be protected from the weather during and after 2. There are no interconnected attic, crawl space or application. Where the insulation is used as air- basement areas. impermeable insulation, such as in unventilated attic 3. Air in the attic or crawl space is not circulated to other spaces regulated by IRC Section R806,the insulation must parts of the building. be installed at a minimum thickness of 3.5 inches (89 mm). The insulation can be installed in one pass to the 4. Combustion air is provided in accordance with IMC maximum thickness. Where multiple passes are required, Section 701. the cure time between passes is negligible. 5. Attic ventilation is provided when required by IBC 4.3 Thermal Barrier: Section 1203.2 or IRC Section R806, or as required, except when air-impermeable insulation is permitted in 4.3.1 Application with a Prescriptive Thermal Barrier: unvented attics in accordance with Section R806.4 of Icynene LD-C-50TM foam plastic insulation must be the 2009 IRC or Section R806.5 of the 2012 IRC. separated from the interior of the building by an approved thermal barrier, such as 1/2-inch (12.7 mm) gypsum 6. Under-floor (crawl space) ventilation is provided when wallboard installed using mechanical fasteners in required by IBC Section 1203.3 or IRC Section accordance with the applicable code, or an equivalent R408.1,as applicable. 15-minute thermal barrier complying with the applicable 4.4.2.1 Attics: In attics Icynene LD-C-50'rm foam plastic code. When installation is within an attic or crawl space as insulation may be spray-applied to the underside of the described in Section 4.4, a thermal barrier is not required roof sheathing and/or rafters, as described in this section. between the foam plastic and the attic or crawl space, but The thickness of the foam plastic applied to the underside is required between the foam and the interior of the of the roof sheathing must not exceed 14 inches(356 mm). building. Thicknesses of up to 71/2 inches (190.5 mm) for The thickness of the spray foam insulation applied wall cavities and 111/2 inches (292 mm) for ceiling cavities to vertical wall surfaces must not exceed 5.5 inches are recognized based on room corner fire testing in (140 mm). The insulation must be covered on all surfaces accordance with NFPA 286, when covered with minimum with one of the coatings described in Section 3.5. The 1/2-inch-thick (13 mm) gypsum board or equivalent thermal coating must be applied over the insulation in accordance barrier complying with,the applicable code. with the coating manufacturer's instructions and this report. 4.3.2 Application without a Prescriptive Thermal Surfaces to be coated must be dry, clean, and free of dirt, Barrier or Ignition Barrier: The prescriptive 15-minute loose debris and other substances that could interfere with thermal barrier or ignition barrier may be omitted when adhesion of the coating.The coating is applied in one coat installation is in accordance with this section. The with low-pressure airless spray equipment. The coating insulation and coating may be spray-applied to the interior must be applied to a thickness as follows: facing of walls, the underside or roof sheathing of roof ® No Burn Plus XD at a minimum dry film thickness of rafters, and in crawl spaces, and may be left exposed as 2 4 mils(6 wet mils)at 270 ft per gallon. an interior finish without a prescribed 15-minute thermal barrier or ignition barrier.The thickness of the foam plastic © DC 315 at a minimum dry film thickness of 3 mils(4 wet applied to the underside of the roof sheathing must not mils)at 400 ft2 per gallon. exceed 14 inches (356 mm). The thickness of the spray The coatings must be applied when ambient and foam insulation applied to vertical wall surfaces must not substrate temperature is at least 60°F (16°C) and no more exceed 6 inches (152 mm). The foam plastic must be than 95OF (350C). All other surfaces (including glass) must covered on all surfaces with DC 315 coating at a minimum be protected against damage from the coating. The thickness of 13 dry mils, 20 wet mils, 80 ft per gallon.The insulation may be installed in unvented attics when the coating must be applied over the insulation in accordance foam plastic is applied at a minimum thicknesses of 3.5 with the coating manufacturer's instructions and this report. inches (89 mm) as described in this section in accordance Surfaces to be coated must be dry, clean, and free of dirt, with the 2009 IRC Section R806.4 or Section R806.5 of the loose debris and other substances that could interfere with 2012 IRC. adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. 4.4.2.2 Crawl Spaces: In crawl spaces, Icynene LD-C- 4.4 Attics and Crawl Spaces: 50 insulation may be spray-applied to vertical walls and the underside of floors, as described in this section. The 4.4.1 Application with a Prescriptive Ignition Barrier: thickness of the foam plastic applied to the underside of When Icynene LD-C-50TM foam plastic insulation installed the floors must not exceed 14 inches (356 mm). The within attics where entry is made only for service of utilities, thickness of the spray foam insulation applied to vertical ESR-1826 Most Widely Accepted and Trusted Page 3 of 5 4.4.3 Use on Attic Floors: When used on attic floors, center. Additional fasteners must be installed along the Icynene LD-C-50Tm foam plastic insulation may be installed butt joints of the second layer, securing the two layers at a maximum thickness of 111/2 inches (292 mm) between together. These fasteners must be 11/2-inch-long (38 mm), joists in attic floors.The insulation must be separated from Type G drywall screws placed 2 inches(51 mm) back from the interior of the building by an approved thermal barrier. each end of the butt joint and spaced 12 inches (305 mm) The ignition barrier, coatings specified in in Section 4.4.2.1 on center. The wallboard joints on the exposed side must and in accordance with IBC Section 2603.4.1.6 and IRC be treated with paper tape embedded in joint compound Section R316.5.3 may be omitted. and topped with an added coat of compound, and the 4.5 One-hour Fire-resistance-rated Assemblies: fastener heads must be coated with joint compound in accordance with ASTM C840 or GA-216. 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches 4.5.4 Assembly 4 (Non-loadbearing Steel Stud Wall): (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade Nominally 6-inch-deep (152.4 mm), No. 18 gage, studs spaced 16 inches (406 mm) on center with a base galvanized steel studs spaced 16 inches (406.4 mm) on layer of 1/2-inch-thick (12.7 mm) wood fiber sound board center, are friction-fit into No. 18 gage galvanized steel installed horizontally on each face with vertical joints floor and ceiling track with a .layer of 5/,-inch-thick located over the studs, attached with 6d box nails, 2 inches (15.9 mm),Type X gypsum board applied to the interior (51 mm) long and spaced 24 inches (610 mm) on center side with the long edge parallel to steel studs and secured along the studs, and a second layer of 5/8-inch-thick using No. 6, 1 /4-inch-long (31.7 mm), self- drilling drywall (15.9 mm) Type X gypsum wallboard installed vertically on screws spaced 8 inches (203 mm) on center around the each face, attached with 8d box nails, 21/2 inches (64 mm) perimeter and 12 inches (305 mm) on center in the field. long and spaced 7 inches (178 mm) on center along the The gypsum board joints must be treated with vinyl or studs. The stud cavity contains Icynene insulation casein, dry or premixed joint compound applied in two nominally 2 inches(51 mm)thick. coats to cover all exposed screw heads and gypsum board Axial loads applied to the wall assembly must be limited butt joints,,and a minimum 2-inch-wide (51 mm) paper, to the least of the following: plastic, or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. The stud a 1,805 pounds(8029 N)per stud. cavity is filled with Icynene insulation up to 6 inches 12Design stress of 0.78 F'c. �152 mm) thick. DensGlass® Gold Exterior Sheathing, /2 inch (12.7 mm) thick, is installed parallel to steel studs e Design stress of 0.78 F'c at a maximum le/d of 33. with vertical joints offset a minimum of 16 inches 406 mm) 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud from the vertical joints of the gypsum board and the Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches horizontal joints offset a minimum of 24 inches (610 mm) (38 mm by 89 mm)] southern pine (G =0.55), No. 2 grade from the horizontal joints of the gypsum board. The studs spaced 16 inches (406 mm) on center with two sheathing is attached using No. 6, 11/4-inch-long layers of 1/2-inch-thick (12.7 mm) Type X gypsum (31.7 mm), self-drilling drywall screws spaced 8 inches wallboard installed vertically with joints staggered on each (203 mm) on center around the perimeter and in the field. face, attached with 8d box nails, 2'/2 inches (64 mm) long Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) and spaced 7 inches (178 mm) on center along the studs long by 11/2-inches (38 mm) wide, are spaced 16 inches for the face layer and 6d cement coated box nails,2 inches (406.4 mm) on center vertically on each steel stud, and (51 mm) long and spaced 24 inches (610 mm) on center secured, using two 15/e-inch-long (41.3 mm) self-drilling along the studs. The stud cavity contains Icynene screws,through 4-inch (102 mm) red clay brick[31/2 inches insulation nominally 2 inches(51 mm)thick. (88.9 mm) by 21/4 inches (57.1 mm) by 73/,•inches (197 Axial loads applied to the wall assembly must be limited mm)] laid in a running bond pattern with Type S mortar, to the least of the following: leaving a nominally 1-inch (25.4 mm) air gap between the brick and the exterior sheathing. 0 1,805 pounds(8029 N)per stud. Optional: It is permitted to add code-complying, o Design stress of 0.78 F'c. expanded polystyrene (EPS), extruded polystyrene (XPS), © Design stress of 0.78 F'c at a maximum le/d of 33. foil-faced, rigid polyurethane board stock or polyurethane 4.5.3 Assembly 3 (Floor/Ceiling): Minimum nominally spray foam on the exterior of the wall (between the DensGlass® Gold sheathed wall and the brick), while 2-by-10 [1 /2 by 9 /4 inches (38 mm by 235 mm)] Douglas maintaining the 1-inch {25.4 mm) air space.The length of fir, No. 2 grade wood joists spaced 24 inches (610 mm) on the brick ties must be increased to account for the center, with minimum 1-by-3 [3/4 by 2/2 inches(19.1 by 64 thickness of the insulation. mm)] spruce bridging at mid-span. Floor decking must be minimum 1/2-inch-thick (12.7 mm) exterior grade plywood 4.6 Exterior Walls in Type I, II, III and IV Construction: installed perpendicular to joists and fastened with 2-inch- 4.6.1 General:When used on exterior walls of Types I, II, long (51 mm) ring shank nails 6 inches(152 mm)on center III or IV construction, the assembly must comply with IBC at the joints and 12 inches (305 mm) on center at the Section 2603.5 and this section, and the LD-C-50 intermediate joists. Plywood joints must occur over joists. insulation must be installed at a maximum thickness of Icynene insulation must be applied to the underside of the 6 inches (152 mm). The potential heat of Icynene LD-C-50 plywood deck between the joists to a depth of 5 inches insulation is 494 Btu/ft2 (5.6 MJ/m2) per inch of thickness, (127 mm).Two layers of minimum /8-inch-thick(15.9 mm), When testing is in accordance with NFPA 259. Type X gypsum wallboard must be attached perpendicular to the joists on the ceiling side of the assembly. The first 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), layer must be attached with 11/4-inch-long (32 mm), Type No. 18 gage, galvanized steel studs spaced 16 inches W drywall screws, spaced 24 inches (610 mm) on center. (406 mm) on center, are fastened to No. 18 gage, The second layer must be applied perpendicular to the galvanized steel^floor and ceiling track using No. 8, ESR-1826 Most Widely Accepted and Trusted Page 4 of 5 studs with the long end perpendicular to the steel studs, 6.0 EVIDENCE SUBMITTED using No. 6, Type S, 11/4-inch (31.7 mm), self-tapping 6.1 Data in accordance with the ICC-ES Acceptance bugle head screws spaced 8 inches (203 mm) on center Criteria for Spray-applied Foam Plastic Insulation around the perimeter and in the field. The stud cavity is (AC377), dated June 2011, including reports of tests filled with Icynene insulation to a nominal thickness of in accordance with Appendix X (Section 4.4.2.1) and 6 inches(152 mm). Appendix C (Section 4.4.2.2). 4.6.3 Interior Face: Type X gypsum board, 5/8 inches 6.2 Test report on air leakage rate in accordance with (15.9 mm) thick, is installed with the long dimension ASTM E283. perpendicular to steel studs with No. 6, Type S, 1 /4 inch- long (31.7 mm), self-tapping, bugle head screws spaced 8 6.3 Reports of room corner fire testing in accordance with inches(203 mm)on center around the perimeter and in the NFPA 286. field.The gypsum board joints must be treated with vinyl or 6.4 Test reports in accordance with ASTM El 19. casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board 6.5 Test report in accordance with NFPA 285, and related butt joints, and a minimum 2-inch-wide (51 mm) paper, engineering analysis. plastic, or fiberglass tape embedded in the first layer of 6.6 Reports of tests in accordance with NFPA 259. compound over butt joints of the gypsum board. 6.7 Reports of fire tests in accordance with ASTM E970. 4.6.4 Exterior Wall Covering: Details of the exterior wall 7.0 IDENTIFICATION covering must be provided to the code official by the report holder, designer or specifier, with an engineering analysis All packages and containers of Icynene LD-C-50TM must demonstrating that (1) the exterior wall covering conforms be labeled with the Icynene, Inc., name and address; the to ASTM E136 and (2) the addition of the wall covering to product name; the flame spread index and the smoke- the assembly described in this section does not negatively developed index; the shelf life expiration date; the label of affect conformance of the assembly with the requirements the inspection agency (Intertek Testing Services); and the of IBC Section 2603.5. evaluation report number(ESR-1826). 5.0 CONDITIONS OF USE Intumescent coatings are identified with the manufacturer's name and address, the product trade name The Icynene LD-C-50TAO spray-applied polyurethane foam and use instructions. plastic insulation described in this report complies with, or is a suitable alternative to what is specified in,those codes 8.0 OTHER CODES listed in Section 1.0 of this report, subject to the following 8.1 Scope: conditions: In addition to the codes referenced in Section 1.0, the 5.1 This evaluation report and the manufacturer's products recognized in this report were evaluated for published installation instructions, when required by compliance with the requirements of the following codes: the code official, must be submitted at the time of E: 2006 Intemativnal Building Code®(2006 18C) permit application. © 2006 international Residential Code o(2006 IRC) 5.2 The insulation must be installed in accordance with the manufacturer's published installation instructions, E9 2006 International Energy Conservation Code° (2006 this evaluation report and the applicable code. If there IECC) is a conflict between the installation instructions and 8.2 Uses: this report,this report governs. The products comply with the above-mentioned codes as 5.3 The insulation must be separated from the interior of described in Sections 2.0 to 7.0 of this report, with the the building by an approved 15-minute thermal revisions noted below. barrier, except when installation is as described in o Application with a Prescriptive Ignition Barrier: See Section 4.3.2 or in attics and crawl spaces as Section 4.4.1, except attics must be vented in described in Section 4.4.2 and 4.4.3. accordance with 2006 IBC Section 1203.2, and crawl 5.4 The insulation must not exceed the thickness and space ventilation must be in accordance with 2006 IBC density noted in Sections 3.2,4.3,4.4,4.5 and 4.6. Section 1203.3, as applicable. Additionally, an ignition 5.5 The insulation must be protected from the weather barrier must be installed in accordance with 2006 IRC during and after application. Section R314.5.3 or R314.5.4, as applicable. 5.6 The insulation must be applied by licensed dealers ° Application without a Prescriptive Ignition Barrier: and installers certified by Icynene, Inc. See Section 4.4.2, except attics must be vented in accordance with Section 1203.2 of the 2006 IBC or 5.7 Use of the insulation in areas where the probability of Section R806 of the 2006 IRC, and crawl space termite infestation is "very heavy" must be in ventilation must be in accordance with Section 1203.3 of accordance with IRC Section R318.4 or IBC Section the 2006 IBC or Section R408 of the 2006 IRC, as 2603.8, as applicable. applicable. 5.8 Jobsite certification and labeling of the insulation must El Jobsite Certification and Labeling: See Section 5.8, comply with IRC Sections N1101.4 and N1101.4.1 except jobsite certification and labeling must comply and IECC Sections 303.1.1 and 303.1.2, as with Sections 102.1.1 and 102.1.11, as applicable, of applicable. the 2006 IECC. 5.9 A vapor retarder must be installed in accordance with E3 Protection Against Termites: See Section 5.7, except the applicable code. use of the insulation in areas where the probability of 5.10lcvnene LD-C-50 foam plastic insulation is termite infestation is "very heavy" must be in ESR-1826 I Most Widely Accepted and Trusted Page 5 of 5 TABLE 1—THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE(°F•ft2•h/Btu) 1 37 2 7 3 11 3.5 13 4 14 5 18 5.5 20 6 22 7 25 7.5 27 8 29 9 32 9.5 34 10 36 11.5 41 14 50 For SI: 1 inch=25.4 mm,1°F•ft2•h/Btu=0.176 110°K•m2AN. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. �, •# ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �o l Map e) Parcel 020 Application # Health Division Date IssuedAL .� Conservation Division QL, Application Fee Planning Dept. Permit Fee 11 - Date Definitive Plan Approved by Planning Board aK. /5-112- Historic - OKH Preservation / Hyannis Project Street Address .345 1h irAswept Wau Village ©SAYr-i t 1 le— Owner 1:rp eCj C 1� r i 4S h-sue,. 111 ' Address 2(t]& Ou Sfe�C' Had=Ls , Telephone_ Cralgi �l�s6omA c4 E8 nlet'IriSCW �S'�rv�lle 1'914,�,� SS Permit Request [ oao arta cyl 4 alnQ 9A Ak A. l� W AIMMS 0. P001 �_(,�kr filer Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District RES Flood Plain Groundwater Overlay Project Valuation 1 34 Construction Type Lot Size -73, 5A7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other (` IBasement Finished Area(sq.ft.) Basement Unfinished Area(s,q.ft) Number of Baths: Full: existing new Half: existing new== umber of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count n eat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woo d/coal stove: '0 Yes ❑ No p 9 9 i .. etached 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 `l 1 (BUILDER OR HOMEOWNER) Name Ytdla Ass6c, Telephone Number �� •77 t �t �7 Address Rosciuu LA/w- License # 0-$ ?U0 SA2 tTLlM1)is Home Improvement Contractor# WAS 6 Worker's Compensation # WCA o21$oao ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKENI;l;;�o S1vE $ DIISIRbSM 69 ftr h U SIGNATURE DATE 2 J12 ASWC, t `? FOR OFFICIAL USE ONLY APPLICATION# i :DATE ISSUED ;i. MAP/PARCEL NO. I ADDRESS_ VILLAGE OWNER • _ r DATE OF INSPECTION: FOUNDATION - FRAME egoL K 9 0 l 1 r INSULATION t FIREPLACE ELECTRICAL: ROUGH .} FINAL PLUMBING: ROUGH FINAL... GAS: ROUGH FINAL FINAL BUILDING a DATE CLOSED OUT ' ASSOCIATION PLAN NO.t • i f The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations ' I Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Nan1t3 (Business/Organization/Individual): Viola Associates,Inc Address:110 Rosary Lane, Unit A City/State/Zip:Hyannis, Ma. 02601 Phone #:508-771-3457 Are you an employer? Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 30 4. ❑ I am a general contractor and I 6. ❑ New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building 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 all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no Pool 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 is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Acadia Insurance Policy# or Self-ins. Lic. #:WCA0218000-15 Expiration Date:4/29/13 Job Site Address: City/State/Zip: O IM/lIIll /0 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 insurance coverage verification. I do hereby certi n r the pains and penalties ofperjury that the information provided above is true and correct. Sianature: — — - Date: 26 Z Phone#: 569 ? V 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#: r t � A� CERTIFICATE OF LIABILITY INSURANCE °ATE'MMI°°"""' 8/15/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAMEACT NOrthborough Construct West Eastern Insurance Group LLC PHONE. (508)393-7744 FNC No: 155B Otis Street ADDRESS: PRODUCER 00038530 -QUIORM.0 Northborou h MA 01532 INSURE S AFFORDING COVERAGE NAIC# INSURED INSURERAAcadia Insurance Company 31325 INSURER B: Viola Associates Inc INSURERC: BOX 389 INSURERD: INSURER E: ' Centerville MA 02632-0389 INSURERF: COVERAGES CERTIFICATE NUMBER:2012 Cert REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MMIDD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,000 A CLAIMS-MADE a OCCUR PP0217962-15 4/29/2012 4/29/2013 MEDEXP Any one person $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 X1 POLICY PRO LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED AUTOS 0217963-15 4/29/2012 4/29/2013 BODILY INJURY(Per accident) $ X SCHEOULEDAUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS Medical payments $ Underinsured motorist BI split $ A X UMBRELLA LIAB X OCCUR UA5047783-10 04/29/2012 04/29/2013 EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DEDUCTIBLE $ X 1 RETENTION $ 0 $ A WORKERS COMPENSATION X RY LA�TIUI OTH- AND EMPLOYERS'LIABILITY I ER ANY PROPRIETOR/PARTNER/EXECUTIVE a NIA E.L.EACH ACCIDENT $ 500,000 OFFICE(Mandatory In H)EXCLUDED? n CA0218000-15 4/29/2012 4/29/2013 E.L.DISEASE-EA EMPLOYE $ 500,000 (Mandatory In NH) . If Yyes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Wrightson Residence 217 Seapuit River Road Osterville, MA 02655 AUTHORIZED REPRESENTATIVE Rosemary Fulham/CLU1 ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200909) The ACORD name and logo are registered marks of ACORD j :Massachusetts - Department of Public Safety Board of Building Relgulations and Standards Construction Supervisor License License: CS 76332 KEVIN BOYAR PO BOX 716 W BARNSTABLE, MA 02668 ; Expiration: 9/5/2013 (•unm1issiuner Tr#: 4529 ,Office of cehfsBft, �Bi7siue Regu'(ho Cta E IMPROVEMENT CONTRACTOR gistration: 1 A36 Type: .�. Expiration,2W26%20_T3=. Supplement C VIO SSOCIATES'=- �__—tj KEVIN BOYAR v, ~"_�ri Y� `= u P.O. BOX 389 fj CENTERVILLE,MA 02632"=; 4" Undersecretary License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 'rd Boston,MA 02116 Not valid withoutt nature �t"Eti Town of Barnstable Building Department - 200 Main Street BARNSrABLE, MASS.. �' Hy(508),862 4038 1 9� 1639. RFD Mfg A Certificate of Occupancy Application Number: 201104159 CO Number: 20130118 Parcel ID: 051020 CO Issue Date: 11104113 Location: 345 WINDSWEPT WAY Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: E.B. NORRIS & SON, INC. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE ■tHEt� BuH. in g * BARNSTABLE, + Issue Date --v - : 09/09/11201104159 4 Pe- rm' 9 MASS �A 039• Applicant: rFD .l A Permit Number: B 20111010 Proposed Use: DEVELOPABLE LAND Expiration Date: 03/08/12 Location 0 RAND-1 - D-D VET ng District RF-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 051020 Permit Fee$ Contractor E.B.NORMS&SON,INC. Village OSTERVILLE App Fee$ 100.00 License Num 15851 k' Est Construction Cost$ I Remarks s� APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 5tBD,T-WO FLOORS,3,CAR-GARAGE,-UNHEATED;STORRAGE3 THIS CARD MUST BE KEPT POSTED UNTIL FINAL A$E J INSPECTION HAS BEEN MADE. WHERE A I b� �E CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1601 FORUM PL#307 INSPECTION HAS BEEN MADE. WEST PALM BEACH,FL 33401 - Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER T ORARILY R E E ENCROACHMENTS ON PUBLIC PROPERTY.NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY,THE JURISDICTION. STREET OR ALl!EY 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 AP LICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION W01�1C: 1.FOUNDATION OR FOOTINGS. / 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTIpN WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. / � k, PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS/DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). IAMN=0949 DIEM Q p BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I Ch4..t, 13 �)_'10 //-�4. 3 �e-f 'I S '� I Heating Inspection Approvals Engineering Dept a �� �5 s "b Fire Dept 2 � � ifx s Board of Health �-K:.,i,�1, K.h� G LLS �o' r M t�� 7 u SC �. .4.r ,.,,n ��� /r -• l S-�f 2 .2�,•- • ��v� Q • ;� • . I .. '� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map S Parcel Application # � Health Division Date Issued let' Conservation Division Application Fee �� 6 Planning Dept. Permit Fee 'noo Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address SL�L Village Owner rf-ec�e.yc_y, 5 ��i51 'Sow'` . Address"b b kdAQ �o-�e, -TL l �.� r�, 33 4S I Telephone �"C�� I Z� 1�� C/o EX. kka,�S Permit Request �l CC4o.-� �s�-cJ LJ DOI Square feet: 1 st floor: existing proposed 2 O 2nd floor: existing .—proposed Total new Zoning District F—F Flood Plain Groundwater Overlay Project Valuation 5S 600 Construction Typed Lot Size Grandfathered: ❑Yes O-No If yes, attach supporting documentation. Dwelling Type: Single Family, �❑ Two Family El Multi-Family (# units) /Age of Existing Structure A Historic House: ❑Yes $LNo On Old King's ighway: ❑Yes ;No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other �.U �--` r�e ,,fib 7-r0� s Y� — 9 Js Basement Finished Area (sq.ft.). LJ ._ Basement Unfinished Area (sq.ft) WA Number of Baths: Full: existing new Half: existing new Number of Bedrooms: IJIA 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: ❑Yeses-No A � Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑5Sisting Q-r-few _sEze_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Ul �? Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ElYes ❑ No If yes, site plan review # co Current Use Proposed Use - - - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) • Name (Telephone Number C5� z 4� Address 6icense# CS / C 8 151 6 2 C S p / b z© Iq � Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATUR r FOR OFFICIAL USE ONLY APPLICATION# _ DATE ISSUED �MAP./PARCEL,NO.U,_. ADDRESS VILLAGE 4 >z OWNER , r DATE OF INSPECTION: 'f ZDIFOUNDATIOO� rFSo(o r FRAME r _ INSULATION,ILA,';n FIREPLACE :F ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL GAS.: Lp!r, •ROUGH,-,, FINAL FINAL BUILDINGi: DATE•CLOSED OUT r. , ASSOCIATION• PLAN NO.- - The Commonwealth of Massachusetts \ Department of Industrial Accidents WVVOffice 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): . Jr, /3 Address: City/State/Zip:&Wl HA Q Z(., Phonel: 50B Are you an employer?Check the appropriate bog: Type of project(required):. 4. I am a general contractor and I l. am a employer with -❑. 6. �Tew construction . employees(full and/or part;time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- ship 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' Y P tY• $ . 9. ❑Building addition [No,workers'comp.insurance co insurance. required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised.teir l l, ❑Plumbing repairs or additions . n '3.❑ I am a homeowner doing all work hh , . P myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t. c. 152, §1(4),and we have no employees. [No workersW 13.❑ Other y comp.insurance required..] "Any applicant that checks box,#1 must also fill out.the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this boi must attached an additional sheet showing the name of the subcontractors 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 k providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self ins.Lic.#: -f) to b t0 Expiration Date: 5 - Zol 3 Job 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 tip 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 insurance coverage verification. I do hereby certify under the pains-and penalties of perjury thgkhe i ormation provided/above is true and correct. Simattue .. Date: lP l 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): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#:646400 2NORRISEB ' ACORD. CERTIFICATE OF LIABILITY INSURANCE UA I E(M MIU U/VYYY)05/15/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PHODUCER CONTACT NAME: Dowling &O'Neil PHONE 508 775-1620 FAX 5087781218 OVC,Nu,Exl): (AIC,Nu): Insurance Agency E"MAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURER(3)AFFORDING COVERAGE NAIC P Hyannis, MA 02601 INSURER A:Acadia Insurance INSURED INSURER B E. B. Norris&Son., Inc. INSURER C 138 Osterville-West Barnstable Road Osterville, MA 02655 INSURERD: INSUKEK 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. L KH TYPE OF INSURANCE ADUL SUBK POLICY EFF POLICY EXP LIMITS INSR WVD POLICYNUMBER (MM/UU/YYYY) (MM/DUIYYYY) I A GENEHALuaeIVIY BINDER338665 5/03/2012 05/03/201 FACHOCCIIHHFNCF $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE Tn REIJTED PHFMI;iF:? Fa nrrl lrmnrr. $250000 CI AIM''`-MAI1F n Q(.*f;11H MFI)FXP(Any nnn pnrsnn) $5,000 PFH:,()NAI X AI)V IN.IIIHY $1 000 000 GENERAL AGGREGATE $2,000,000 61-M AGGFFGAIFIIIdII AF'PIIF;:FFH: FHONII(;I;irCOMWOPAGG $2,000,000 r'OLICY F'HO LOC $ AUI OMOUILE LIABILI IY C()Iv1HINF I)ilNGI F I IMII (Ea ncuJhnl) $ ANY AUTO BODILY INJURY(Pta v7laun) "m ALL OW14ED SCHEDULED HOU IrY IN.II IKY(Fnrarzirinni) $ At 110;=. All 101; NONX)WNHI FHOPFH I Y u NAMA61- $ HIRED AUTOS A I(');'; r'el ecuitlenl $ UMBRELLA LIAR OCCUR FACH OC(;IIHHFNCF $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ A WORKERS COMPENSATION BINDER338666 5/03/2012 05/03/201 X 'i C)HY IAI MIII(i FHH AND EMPLOYERS'LIABILI I Y V/N ANYPHOFHIF IOH/PAHINFWFXFCIII IVI- E.L.EACH ACCIDENT $500000 OFFICER/MEMBER EXCLUDED? FNJ N I A (Mandalory In NH) F.1.UCiFW;F-FA FMPI OYF1- $500 000 If Yen,tl5s 25 ululel I1iN01-OFF KAIIONi.hnInw E.L.DISEASE-rOLICYLIMIT $500,000 DESCHIP I ION OF Oft HA DONS/LOCA I IONS/VEHICLES(Attach ACORD 101,Addltlonal Hnmarhs Schadula,If nlorn spaca Is roquirad) Insurance coverage is limited to the terms, conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable 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 AU I HORILED HEPHESEN I A I IVE @ 1988-2010 ACORD CORPORATION,All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S96106/M96105 LS1 , I 1,1a tOV��i��l/Ul -- - Office of Consumer Affairs and Business Regulation - = 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2014 Tr# 223290 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 Update Address and return card.Mark reason for change. Ej Address [j Renewal Employment Lost Card SCA 1 0 20M-05/11 l � anJ.ricaivaecc�l�o.Ullccddcrc�ccde!/i � � License or registration valid for,individul use only ;C\N klulw Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR office of Consumer Affairs and Business Regulation eg istration: .102014 Type: 10 Park Plaza-Suite 5170 'e xpiration: 6/30/2014. Private Corporatior. Boston,NSA 02116 ERNEST B. NORRIS.&SON INC....-., . Craig Ashworth 138 Osterville W. Barnstable rd. Osterville,MA 02655 Undersecretary No valid without signature - ��'�`]:;1,�'r v- i� ..+.-_-.. K v '1 ;i'�_1--vr rr _ _��, s�,. � y�;. r: '."t_ ` ' l I - ;�jf,-.•;_.. ,.._ _ 'f-.��-•'•-'- .-..,,��' - _ ti r -*= - Massachusetts- Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License License: CS 15851 �. :CRAIG N, ASHWORTH 1,38 OST'W;b� NRNSTABL'E 'OSTERVILLE MA 02655' © r Expiration: 9/28/2013 i C'ununissiuner` Tr#: 522 e 1 CIHE Tp Town of Barnstable. Regulatory Ser-vices Bn LQSs , '• b Thomas F.Geiler,Director uss. Alf 639. ,�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,l LA 02601 www.to�m.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Oymer Trust Complete and Sign This Section If Using A Builder I, L U i i5 ` ,as O-wner of the subject property- hereby authorize I r7L16 FL ��'� L r� to act on my behalf, L in all matters relative to work authorized bythis building permit.application for: . F Old -&),p d 3L,4r�-t� I �1 (Address of Job) ignat:re of Owne D a e Ole OLJ Print Name Q:FORN S:O OfN,:,:RPERMISSION Z311Z. REFERENCES: Assessors Map: 051 FEMA Zone 8 NiF Parcel: 020 As Per FEMA FIRM OYSTER/'/AR80Rs/,VC Certificate # 194168 Panel 250001 0018 D S0'3 a 11( >>� rev July 2, 1992 d P E�Zo�e 'r �T4 63 FEM P B CB/DH ZONE:RF-1 5�31' N88.15'00"W Fnd 138 21 - Setbacks: M Fron t: 30' Side: 7 5' 0 q.N N Rear: 15 2 2^ 99.6 Lit 180 UW 73,598t SF o° r \\ Z0 w 4 New Concrete _ CB/DH\' o Foundation Fnd J 16.6' TOF E1=15.1' p (NGVD '29) C) N tJ lJ u W Co -00 � h to O /� , • J� w .0 345 f # Wi 30.5' Ote�lin9 r CB nd . 92.7' Op CB/DH O' L Fnd L y m 186.80 g W S77 26 2 tiS6QQo CB/DH - (40'uVIDE) �7 \Fnd �8 �40.32'-• (private) R�0.00 CBIDH cFndWINDSVV tN OF Y,j� I certify that the foundation shown hereon conforms to RICHARD R. • the setback requirements of 1'14EUNWX the Zoning Bylaws of the OT PLAN � N0. 3i2 a� town of Barnstable. At 3 5 Windswept Way ,��� AFC �t, • ARIVSTAB Pro fes 1 n Surveyor D to (Oyster Harbor NOTES: SS, DATE: 071AUG112 SCALE: 1"=50' 1.) The structures shown were located on the ground 0 25 50 75 100FEET by conventional survey methods on or between 01/DEC/2011 and 07/AUG/12. PREPARED FOR: 2.) The property line information shown hereon was Frederick W& Lois I Wrightson compiled from available record information. 3.) This plan is not for recording and is not to be PREPARED BY: used for construction layout or deed description CapeSury purposes. 7 Parker Road Osterville MA 02655 DWG #: C.470_lgl cpp3 FIELD BY. WHK/MLL/RRL (508) 420-3994 / 420-3995fox 7_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i I Map— d�/ Parcel— • pion # Health Division Date Issued Z l Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address ' � S W��✓nsW✓iiPK Village �c,)e vZG Owner l��l�� 'f%G�C W. 1".1— Address Telephone ,(3 . ,✓OA 4N0 Soti �,�G �a � y2 6 —/45 Permit Request h c)C=:,< " �-� Cw 20 (�q(:�- - lv1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Ve Flood Plain Groundwater Overlay Project Valuation C) dip 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 ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq. 841, Number of Baths: Full: existing new Half: existing S� new Number of Bedrooms: existing —new c Total Room Count (not including baths): existing new First Floor Room Count a Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other a� Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/c al stoveS]Yet,❑ 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) Name ��g • , -�-h.C.• Telephone Number Address 9 65�S 761e �s License # /5 d 5 Home Improvement Contractor# Ida Worker's Compensation # ocQ 621Z 4� q l,5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 � _ SIGNATURE4 DATE A -f '.7 FOR OFFICIAL USE ONLY � APPLICATION# ~ DATE ISSUED 5 MAP/PARCEL NO. ADDRESS VILLAGE z OWNER 2 DATE OF INSPECTION: FOUNDATION ' J FRAME - INSULATION FIREPLACE .? ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL A GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT O ASSOCIATION PLAN NO. t ' The Commonwealth ofMassachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, ILIA 02111 wwwanass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/E*Iectricians/P'uribelrs A p>alicant Information Please Print Leaibi�' Frame (Business/Organization/Individual): C.� �O 1 r: Address: City/State/Zip: v ,j I �� S Phone.#: ^qZ Are you an employer? Check the appropriate box: -Type of project(required):. 1 am a employer with 4. ❑ 6.I am a general contractor and I ❑New* have hired the sub-contractors construction . employees (full and/or.part-time). 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition workin for me in an capacity. employees and have workers' g Y P t3 9. ❑Building 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 all work officers have exercised their l l.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12•❑Roofrepairs insurance required.]t c. 152, §1(4), and we have no employees. [No* workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#i must also fill out the section below showing their workers'compensation policy infomhation. t Honeowners 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. lam an employer that isproviding workers'compensation insurance for my employees. Below is.thepolicy and job site information. Insurance Company Frame: Policy#or Self-ins.Lic.tt: 33 b 6 G Expiration Date: V o J A 3 Job 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 DIA for insurance coverage verification. Ido hereby certify under the pains and penalties of perjury that,the provided above is true and correct. Signature/ Date• �- .. —. Phone 9: 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 wealth 2.Building Department 3. Cityi—I own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone ir: Client#:646400 2NORRISEB ACORD. CERTIFICATE OF LIABILITY INSURANCE D01/082013ATE YI� 01/0812013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling 8r O'Neil HONEo FAX, (A/C u,:508 775-1620 No): 5087781218 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance INSURED INSURER B: E.B.Norris 8r Son.,Inc. 138 Osterville-West Barnstable Road INSURER C: Osterville,MA 02655 INSURER D: 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MWDD/YYYY MM/DD/YYYY A GENERAL LIABILITY CPA005234523 5/03/2012 05103/2013 EACH OCCURRENCE _ $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMMISES Ea oaurrence $250 000 CLAIMS-MADE 51 OCCUR MED EXP(Any one person) $5 OOO PERSONAL&ADV INJURY $1 000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Fa accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $ A WORKERS COMPENSATION WCA021246415 5/03/2012 05/03/201 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NTORYANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? FN_1 N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. I 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 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S105139/M105138 LS1 f .S __ r _ .�, -_ - C •'�; _.....L. n':..- ___�.i'`+�•��".—r-- �:^.�.w— it 1— _•.��``.�,� :•�+T`1 _ i Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2014 Tr# 223290 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 Update Address and return card.Mark reason for change. ._.. 0 Address Renewal n Employment Lost Card SCA 1 E: 20M-05/11 �e rpowiv(eo(r(oea1C/c License or registration valid for individul use only Oft-ice of Consumer Affairs&Business Regulation before the expiration date. If found return to: ,may OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation eg istration: 1020.14 Type: =_ -- 10 Park Plaza-Suite 5170 7o xpiration: 6/30/2014 Private Corporatior. Boston,MA 02116 ERNEST B. NORRIS&..SO.N INC Craig Ashworth *Notvalid 138 Osterville W. Barnstable rd.Osterville,MA 02655 Undersecretary without signature f 1'ter�%'<��mil•-J`}'�•=� ---i"'._�_ .K �+.—af. .JI .• '� - _ _+�1, '_l ( �.�?^ .J „�. � � l\ 1 ;}[{. ,,_y�•. ,, ''f � �_.(:._- , i.. '� � !`, 1 i r` `S� — S, �'�--w-.-;i.r�.-.—T j —^�J. -- .. '• �� _ 3 ti Massachusetts- Department of Public Safetyl Board of Building; Regulations and Standards \ Construction Supervisor License License: CS 15851 CRAIG N,ASHWORTH' xt , ;138 OST'W� ARNSTABLE !OSTERVIL'LEF �MA,02655 - �-�- —=:o- � Expiration: 9/28/2013 Cununissiunor" Tr#: 522 I Travis Cundiff From: Cynthia Colombo [cynthia@bascosecurity.com] Sent: Thursday, February 14, 2013 1:21 PM To: Travis Cundiff Subject: Spec Sheet for Pool Alarm Attachments: GRI_289Series_CutSheet.pdf Hi Travis, Here is the Spec Sheet for the Pool Door Alarms. We installed the GRI-289-2 unit. Best Regards, io ty, Inc. Cynthia Colombo Office Manager 143 Priscilla Drive Pembroke, MA 02359 781-294-4166 www.BascoSecurity.com BASCO Security Inc., A Professional Corporation Confidentiality Note: This e-mail and any attachments are confidential and may be protected by legal privilege. If you are not the intended recipient, be aware that any disclosure, copying, distribution or use of this e-mail or any attachment is prohibited. If you have received this e-mail in error, please notify us immediately by returning it to the sender and delete this copy from your system. Thank you for your cooperation. I 1 ETL LISTED C R, I POOL ALARM ♦ETL Tested To Be In Compliance With Standard for Safety, CLOSED LOOP UL 2017, and Florida Building Commission Code Requirements, Per ETL Listing Number 3035022 ♦ Exceeds Operational Requirements of Model Barrier Codes 1 ♦Microprocessor Controlled ♦Monitors Entry to Pool and Spa Areas ♦Instant On Or 7 Second Delay Models Available I ♦Surface or Flush Mount Models I ♦ 15 Second Adult Shunt ♦Built-in Back-up Battery Capable ♦Must Be Hard Wired To Remote 12 Volt maximum 500 mA Source or To Plug In Power Source. Applied Voltage Must Not Exceed 15 VDC. Battery for Backup Only. The new GRI DOOR ALERT/POOL ALARM was designed as an aid for prevention of an unattended access to a pool/spa area by a small child. Monitoring all doors or windows with CLOSED LOOP magnetic reed switches, the DOOR ALERT/ POOL ALARM will sound an alarm should anyone too small to manage the adult pass thru feature attempt access to the pool/spa area. For maximum protection all moveable openings should be protected in such a manner by the GRI DOOR ALERT/POOL ALARM. The 289-1, 289-2, 289-3 and 289-4 can be operated with an on-board 9 volt battery with a 12 volt externally supplied DC power source, in which case the battery will perform a back-up function should the externally supplied source fail for any reason. Both power sources have been designed to maintain a minimum sound pressure level of 85db at 10'. Should the battery voltage drop below 7 volts while in the backup mode, a low battery mode will be initiated and the unit will sound 2 beeps approximately every 3 seconds for one to two weeks prior to total battery failure. Battery must be replaced at this time. It is suggested that some type of surge protection, such as the GRI CS-1 Current Sensor, be used between the power supply and all GRI Pool Alarms using external power. NOTE: Unit will function at minimum 5VDC at a very limited sounder volume. This power level is considered total battery failure. PART NUMBERS DESCRIPTION 289-1 Recessed DoorAlert/Pool Alarm 7 Second Delay- Closed Loop 289-2 Surface Mount Door Alert/Pool Alarm 7 Second Delay- Closed Loop 289-3 Recessed Door Alert/Pool Alarm -Instant On -Closed Loop 289-4 Surface Mount Door Alert/Pool Alarm -Instant On-Closed Loop 289-1C Recessed DoorAlert/Pool Alarm 7 Second Delay- Closed Loop- With C Form Relay 289-2C Surface Mount Door Alert/Pool Alarm 7 Second Delay- Closed Loop-With C Form Relay 289-3C Recessed Door Alert/Pool Alarm -Instant On- Closed Loop- With C Form Relay 2894C Surface Mount Door Alert/Pool Alarm - Instant On - Closed Loop-With C Form Relay WARNING: THIS IS NOT A LIFE SAVING DEVICE. GEORGERISKWDUSTRIES,INC. TOLL-FREE 1-800-445-5218 • 1-800-523-1227 GR.I.PLAZA (308)235-4645 • FAX(308)235-3561 KIMBALL,NE69145 E-MAIL:grisales@megavision.com MADE IN U.S.A. WEB SITE:www.grisk.com ETL LISTED POOL ALARM INSTALLATION 1.283 INSTRUCTIONS: 3.38 The GRI DOOR ALERT/POOL ALARM rl mounts easily to the wall by any door or window which allows access to the pool/ spa area. Using a CLOSED LOOP mag- netic reed switch,the unit will detect and announce an open access by sounding a loud continuous alarm. Two timed op- — a tions are offered: A maximum seven (7) second delay mode prior to sounding upon door opening, or an instant alarm sounding upon activation. A surface mount and a recessed mount model are offered in both time options for a total of 4 different versions. All versions incor- porate a built-in pass thru feature and deactivation button to allow adult access without alarm sounding. Although the DOOR ALERT/POOL ALARM cannot be turned off, this feature will simply deactivate the alarm function for a maximum of fifteen (15) seconds. During this time span the adult must exit and close the door before alarm sounds. Once the alarm is sounding it can not be silenced by simply closing the door. The deactivation button must also be depressed. The sounder cannot be disabled by holding down the deactivation button. If a screen is present on the opening giving access to the pool, a second CLOSED LOOP switch should be mounted on it and both switches wired in parallel. This configuration will allow the door to be open for ventilation since the unit will activate only when both the screen and the door or window are opened. If multiple openings lead to the area, the GRI DOOR ALERT/POOL ALARM can monitor all by installing CLOSED LOOP switches which are wired in series. In this way, any opening will be detected by the GRI DOOR ALERT/ POOL ALARM. A single deactivation button can also be wired at each opening to utilize the pass thru feature. Additional remote sounders may be wired in to extend sounder coverage. Please contact your local GRI Distributor for information on remote options. Part numbers and wiring diagrams are available from the factory. WARRANTY: One year warranty against workmanship, material and factory defects. TOLL-FREE 1-800-445-5218 GEORGERISKWDUSTRIES,INC. TOLL-FREE 1-800-523-1227 C�R.I.PLAZA ' KIMBALL,NE 69145 (308)235-4645 FAX(308)235-3561 MADE IN U.S.A. E-MAIL:grisales@megavision.com BA-203 Rev C 5/18/2007 WEB SITE:www.grisk.com I O _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map iV Parcel. Application Health Division Date Issued 1 Conservation Division �il'-� Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board dJc &bh z Historic - OKH Preservation / Hyannis Project Street Address 37 S ��f�✓�1� L✓�� Village Owner Address Telephone 6Za lVo/2/zj� � Permit Request 41 fi Square feet: 1 st floor: existing proposed 2nd floor: existing proposed' Total Zoning District Flood Plain ✓" Groundwater Overlay /Z 1� Project Valuation Construction Type I/✓f� 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 ❑ No On Old King's Highway: ❑Yes ❑ No Basemer t Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basemen`Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full:'existing new Half: existingP@w Number of Bedrooms: existing -1 new Total Room Count (not including baths): existing. new First Floor Room Count Q Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood%coal stovvve: ❑``Yes ❑ No Detached garage: ❑ existing ❑ new size— ❑ existing ❑ new size _ Barn: ❑existin ❑ new size_ 9 9 9 9 9 �� I ,, 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) / Q Name • Telephone Number 50 //ZS �``6 Address L U Q�� w• 3&6&5U�icense # 5 0 5 U2 3 e /K 6Z6 SS Home Improvement Contractor# ��Z� Worker's Compensation # 33 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO f SIGNATUaE DATE Z �— FOR OFFICIAL USE ONLY IF � PPLICATION# DATE ISSUED � MAP]PARCEL NO. t ADDRESS VILLAGE � OWNER t ,S i `f DATE OF INSPECTION: FOUNDATIONli ' r FRAME �r INSULATION , I FIREPLACE fir 7 ELECTRICAL: ROUGH FINAL If PLUMBING: ROUGH FINAL GAS: l,z ROUGH FINAL t a -!FINALBU.ILDING " DATE CLOSED OUT ASSOCIATION PLAN NO. s _ t s The.Commonwealth of Massachusetts t Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 , www.mass.gov/dia Work.ers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ( Please Print Lezibly Name(Business/Orgmization/individual): IE D. (5 Address: (�� 13 I ��� ► �� y-T � City/State/Zip: 5 d( Iv t b��Phone.#: �g Are you an employer?Check the appropriate bog: a project(required):. 4. I am a general contractor and I 1A I am a employer with. ❑. 6. New construction . employees(full and/or part-.time).* 3 have'hired the sub-contractors 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 workin for me in an capacity. employees and have workers' g Y P tY 9. ❑Building addition [No,workers'comp.insurance comp.insurance. 10. -Electrical repairs or additions required.] - _: > ,. 5. ❑ We are a.corporation and its P officers.have exercised their 11.. Plumliin re airs or additions 3. I am a homeowner:doing all.work ❑ g. P myself..[No workers!:.comp::, right of exemption per MGL 12.[]Roof repairs c. 152, 1(4),and we have no insurance required.]:fi;.; --,'' : _ _ § . . 13.❑Other :employees. [No workers ' 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. YContractors that check tlris box must att &d'ari additional sheet sbowing the name of the sub-contractors and state whether or not those entities have employees:'if the sub contractors Have employees;they must provide their workers,comp,policy number. lam an employer that is providing ivorkers'compensation insurance for my employees. Below is.the policy and jo'b site information. AInsurance Company Name: Policy#or Self.-ins...Lic.#: Expiration Date: d i Job Site Address: 5 f'� r/'-r��' City/State/Zip. Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure.to§ecure 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 insurance coverage verification. I do hereby certify under the pains-and penalties ofperjury th he i formation provided above is tru and correct Si afore. Date: Phone#: Official use only. Do not write in this area, tb be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): J.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#:646400 2NORRISEB DATE(MMIDDIYYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 05/10/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance PHONE 508 775-1620 5087781218 A/C No Ext: AIC No Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance INSURED INSURER B: E. B.Norris 8 Son.,Inc. 138 Osterville-West Barnstable Road INSURER C: INSURER D Ostervllle, MA 02655 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDDfYYYY MMIDD/YYYY A GENERAL LIABILITY BINDER322326 5/03/2011 05/03/201 Z.EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occu ante $250 000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $5 000 PERSONAL 8 ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JPE�T El LOC $ A AUTOMOBILELIABILITY BINDER322325 5/03/2011 05/03/201 EeaBcideDtSINGLELIMIT I$ ANY AUTO BODILY INJURY(Per person) $1,000,000 ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $1,000,000 Auros AUTOS $500 000 X HIRED AUTOS X N NON-OON-OWNED PROPERTY DAMAGE AUTOS Per accident) � A X UMBRELLA LIAR OCCUR BINDER322328 5/03/2011 05/03/2012 EACH OCCURRENCE $1 O 000 000 EXCESS LIAB HCLAIMS-MADE AGGREGATE $1 O 00O 000 DED I X RETENTION SO $ A WORKERS COMPENSATION BINDER322327 5/03/2011 05/03/201 X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICERIMEMBER EXCLUDED? NJ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additlonal Remarks Schedule,if more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived, or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable 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 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S80658/M80657 LS1 I , Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2014 Tr# 223290 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 ' %Update Address and return card.Mark reason for change. Address Renewal n Employment Lost Card SCA 1 a; 20M-05/11 C�/e iooaeriaoacverfNe License or registration valid for individul use only office of Consumer Affairs&Business Regulation before the expiration date. If found return to: OnIF . OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation egistration: 102014 Type: 10 Park Plaza-Suite 5170 e xpiration: 6/30/2014 Private Corporatior' Boston,MA 02116 ERNEST B. NORRIS&SON INC- . �/✓/ Craig Ashworth 138 Osterville W. Barnstable rd. d Osterville, MA 02655 Undersecretary No valid without signature } % t tf! r I r Massachusetts- Department of Public Safet Board of Building; Re-ulations and Standard's Construction Supervisor License License: CS 15851 CRAIG R;-ASHWORTH •.F`� ;..., ,1,38 OST'UUiBARNSTABLE :0STERVILLE MA%02656" Expiration: 9/28/2013 Conuuissionell Tr#: 522 a r °FTHE ram, Town of Barnstable. Regulatory Services BAMSTABMASS. r Thomas F.Geiler,Director '°rev.39.,A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstablepa.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, L6 [ ,as Owner of the subject property u hereby authorize,J�- J 16 e&( S Lt �� to act on my behalf, in all matters relative to work authorized bythis building permit.application for: . (Address of Job) lgriature of OwneP a Print Name QTORMS:0V NMERMLSSION f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapf �� � Parcel 02-0 sh_,�? Permit# Health Division _"ZO Date Issued 3 � Conservation Division 2 acv 1 Fee �y/, �717 Tax Collector 2:/ /01 SEPTIC SYSTEM WoU Treasurer � INSTALLED IN COMPLIANIL I WITH TITLE 5 Planning Dept. A G4—dak_.Ja�.i, �s 2s ���°^'✓J IRONMENTAL CODE Ai.- TOWN REGULATIONS- Date - Date Definitive Plan Approved by Planning Board Historic-OKH Pre's�rva4fHyan in sv 2 FEB 2 001 Q '1 `�1�� U 0 `-1 Project Street Address ! V �RA7.4j` J: •tAOJ Dl o vf_.. `" - Village �S E Owner Address 610t�ST- TelephoneItiY/+>t— Permit Request Square feet: 1 st floor: exi t'ng proposed 2nd floor: existing roposed ��� Total new �-7 60 Valuation 5 7 I Z-� Zoning District R Flo I in Groundw er Overlay �U Construction Type t".l 0Q( !Qgm G Lot Size c1 612 Grandfath re . ❑Y ❑No If yes, attach supporting ocumentation. Dwelling Ty e: Single Famil Two Family ❑ ti-Family(#units) Age of Ex' ting Structure Ho ❑Yes Flo On King's Highway: ❑Yes �o Basemen Type: A Full Cr 1 ❑Walkout ❑Other Basement inished Area(sq.ft. Baseme nfinished Area(sq.ft) f Number of Ba s: Full: existi g new Ll Half:existing new 2, Number of Bedroo : existing new Total Room Count(not inclu mg a s : existing new First Floor Room Count Heat Type and Fuel: ❑Gas 'Oil ❑Electric ❑Other Central Air: t.WYes ❑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 P(new sizek Shed:Cl existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 0 1J D1a1qhgU Telephone Number �b�l '77� Q'7 Address 33 1v&hzALicense# L s - 00 yg 6/ 0- fSO>5/ 76 4 Home Improvement Contractor# Z,�YZ � ►�wG� pDfZ-�/ �LI1� ���y7 Worker's Compensation# 06 �00/✓0R ALL CONSTRUCTI N DEBRIS RE LTING FROM THIS PROJECT WILL BE TAKEN TO G,�1✓� ' SIGNATURE DATE �' �-6 ` 2170 FOR OFFICIAL USE ONLY 4 P s PERNVT.NO. ° DATE ISSUED �= MAP/PARCEL NO. v ADDRESS "` VILLAGE OWNER DATE OF INSPECTION „ FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH' »� '_ FINAL PLUMBING: ROUVH4 . � FINAL GAS: ROUGW R 4-. FINAL FINAL BUILDING =, DATE CLOSED OUT i ASSOCIATION PLAN NO. Ad .lam y Page 1 of 1 Barrows, Debi 61, ba �3 From: Schlegel, Frank Sent: Thursday, May 31, 2012 3:51 PM To: Barrows, Debi Subject: New address for Map_5.0.1--P_arcel 020 Hi Debi, / At the request of/the developer, the address was changed foray-051-Parcel-020 from#390-Grand Island Drive, OS/T. to#3.4.5_Winds_wept Way_, Ost:aThe reason for this change is the site plan shows the new house will/face and take access off Windswept Way. No access is being provided to Grand Island Drive so it is"not acceptable to use Grand Island Drive for addressing this parcel. Thanx, Frank 5/31/2012 78�-;;�7-za00 Fax 781 a57-.1054 HnsuRation, E { e, .rw..enderson nsuu.corn 706 Brockton Five Fo Box 2003 Abington, MA 0235 Insulation Certificate WORK AREA ITEM INSTALLED Underside of Roof R-37 Icynene Open Cell Spay Foam Insulation LDC- 10in Cathedral Ceiling Slope R-37 Icynene Open Cell Spay Foam Insulation LDC- 10in Underside of Roof R-39.8 Icynene Spray Foam Insul-21-B Med Density MDC-6in EXT. Walls 2x6 R-20.3 Icynene Open Cell Spray Foam Insulation LDC-5.5in EXT. Walls 2x6 R-23.2 Icynene Spray Foam Insul-21-B Med Density MDC-3.5in E(T. Walls 2x4 R-19.9 Icynene Spray Foam Insul-21-B Med Density MDC-3in Blockers/Rim Joist R-20.3 Icynene Open Cell Spray Foam Insulation LDC-5.5in Gable End Walls R-20.3 Icynene Open Cell Spray Foam Insulation LDC- 5.5in Windows and Doors Foamed Great Stuff- Minimal Expansion Foam Overhang R-37 Icynene Open Cell Spay Foam Insulation LDC- 10in Interior Partitions R-19 6 X 15 Unfaced Fiberglass Batts Interior Partitions R-13 3 1/2 X 15 Unfaced Fiberglass Batts Between Floors R-30 9 1/2 X 16 Unfaced fiberglass Batts Ceiling R-19 6 X 15 Unfaced Fiberglass Batts Kneewalls R-13 3 1/2 X 15 Kraft Faced Fiberglass Batts Kneewalls R-19 6 X 15 Kraft Faced Fiberglass Batts Garage/House Wall R-21 5 1/2 X 15 Kraft Faced FG Batts Hi-Dens Underside of Roof R-37 Icynene Open Cell Spay Foam Insulation LDC- 10in Exterior Walls R-20.3 Icynene Open Cell Spray Foam Insulation LDC- 5.5in Customer: E.B. Norris&Son Builders ]ob Number: 3ySt.)-;.46W 1 �Av ]ob Address 3W0&aat4ij@n@6Dr Oyster Harbors Wrighton Res Date Completed staller Si re I MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net June 29,2012 Town of Barnstable Building Department 200 Main St. Hyannis,MA 02601 Attention: Mr.Thomas Perry,Building Commissioner RE: Construction Services for Proposed Wrightson Residence at 345 Windswept Way,Osterville,MA Dear Mr.Perry, At the prior request of the Owner's representative,E.B.Norris& Son,General Contractor,I went to the above captioned Site on various dates for the purpose of addressing the structural requirements of the above captioned project, in particular as related to the observed construction of the foundation and rough framing of the new residence with attached Garage. The construction items are addressed to date. The construction is adequate in conformance with the requirements of the 8 h editions Massachusetts State Building Code requirements for loads and construction. Sincerely, ichele Cudilo,P.E. /2011-87 jµ OF MASS9 cc: C.Ashworth to`� MICHELE ctic CUDILO C. Mo.34774 ' STRUCTURAL 'f e c� � L'9 0� T rn i FLOM JOIST I CONTINUOUS NAILERS ATTACHED V/t2>1/2' DIA 1/4' THRU-BOLTS / 24' O.C. I J/ M BOLTS ^y STAGGERED 2 X ---- NAILER 2' MIN. VOOD EDGE DISTANCE I CAP PL. _---XX__-- I I I I —SINPSON JOIST HANGERS MIN. (T fP) i i I I I 1 1 OF 0 BOLT I I I I rL STEEL COLUMN � r — I I I GAGE CAP PLATE DETAIL TO FOOTING, I OR CONTINUOUS WALL FOOTING I BASE PL. XX__-- , GENERAL NOTE AND MATERIAL SPE IFI ATION , 1, Structural Steel, ASTM Aq7,t,shop painted w/ rust Inhibitive paint 2. Anchor Bolts,, ASTM A510( alv,), _ - dla, expansion -- type x Min, embedment. 3, 'All workmanship to conform with-American Institute of Steel Construction and Massachusetts State Building Code Latest Edition requirements, 4. All welds to be E70xx electrodes, Shop weld cap and base plates to columns, i 5. Coordinate all dimensions with Architectural Drawings, and field verify where required. i MICHELE CUDILO, P.E. l Consulting Structural Engineer 1ZJ cottonwood Lane, Centerville, 1Ao9sachusett9 09637 — - - 7-- Drawn By: MC Cate: /C D r a w i n g Scale: AS NOTED Rev. p S K_ File Name: Project No.: I Ed---------- I I FLmR JOIST I ATTACHED V/tvl/TINLMS CERDIA. 1/4• THRU-HLTS B E4' O.C. 1 e-1/E' / BOLTS B-_—O.C. STAGGERED e X -_-_ NAILER e• Nix;VOOD EDGE DISTANCE I i CAP PL. _—_X____X____ SIIPSM JOIST HANGERS NIX <TYP) I I I I I I 1 OF 1/e' / BOLT I I I • i I STEEL C XLW GAGE CAP PLATE DETATI + TO FOOTING OR CONTDV OM VALL FOOTDG BASE PL. —__X__—X__-- NOTE 1. ALL WORKMANSHIP TO CONFORM' WITH .AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS. STATE BUILDING! CODE LATEST EDITION REQUIREMENTS. 2. STRUCTURAL STEEL: ASTM 572 (FY=50 KSI); Optional: SHOP PAINT .WITH RUST INHIBITIVE PAINT. I EXPANSION BOLTS: ASTM AS10 3/4" .DIA.x6" EMBEDMENT IN CONCRETE; THRU-BOLTS:ASTM A307 1/2" DIA. 4. PUNCHED HOLES IN PLATES: s .9/.16" DIAMETER. 5. ALL WELDS E70XX ELETRODES. 1SH0P WELD CAP AND BASE PLATES TO- COLUMNS. 6. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS, AND FIELD VERIFY WHERE REQUIRED. STEEL BEAM CONNECTIONS TO WOOD FRAMING �L, , MI�CHELE CUDILOI, P.E. eer 123 Cottonwood Lone, Centervllle, Moeeochueetts 026,32 Drawn By: MC fDate: D r aw i n g Scale: AS NOTED File Name: 12- SK— I I ' F I H:N 41 1 1 ! I CDMkL)C 13 DL.DCKi4 it i I I I i I � i ! I II I I I E X --- wVLER J I 1 - I z-sir y ➢OLTS t-__-:. GALE STA-IGER£D) I II Cam? PL _—>�-_X— I . •� �;>Y )� DaT }..� -LK (TYP)(TYP) I STaL c1)w G ! 1 I f , , - Di cTF P'TAll II • I TD FOOTINGS OR CONTL1UDUS VIAL•. FOOTUY, DASE PL. ---X—X_--- NOTES 1. ALL WORKMANSHIP TO CONFORM WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS STATE BUILDING CODE LATEST EDITION REQUIREMENTS. 2. STRUCTURAL STEEL: ASTM 1572 (FY=50 KSI); Optional: SHOP PAINT WITH RUST INHIBITIVE PAINT. 3. EXPANSION BOLTS: ASTM A510 3/4" DIA:x6" EMBEDMENT IN CONCRETE; THRU-BOLTS:ASTM A307 1/2" DIA. 4. PUNCHED HOLES IN PLATES = 9/16" DIAMETER. 5. ALL WELDS E70XX ELETRODES. SHOP WELD CAP AND BASE PLATES TO COLUMNS. 6. COORDINATE'ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS, AND FIELD VERIFY WHERE REQUIRED. I STEEL BEAM. CONNECTIONS TO WOOD FRAMING � IvIICHELE CUDILO, P.E. Centerville, Mossochusetts 02632 i Drown By: MC Dote: / /L Drawing Scale: AS NOTED Rev. 0 S K— I File Nome: Project No.: TOVIN OF BARI`STAILE 20(2 Al -3 f1 8: 27 MICHELE CUDILO, P.E. Consulting Structural Engineer ��Y�T IVWTc , Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcua l6gcorncast.net. June 29,2012 Town of Barnstable Building Department 200 Main St. Hyannis,MA 02601 Attention: Mr.Thomas Perry,Building Commissioner RE: Construction Services for-P,roposed W—rightson Residence at 345 W►ndswept Way,Qstervlle,.lvlA�-m--�----� Dear Mr.Perry, At the prior request of the Owner's representative,E.B.Norris&Son,General Contractor,I went to the above captioned Site on various dates for the purpose of addressing the structural requirements of the above captioned project,in particular as related to the observed construction of the foundation and rough framing of the new residence with attached Garage. The construction items are addressed to date. The construction is adequate in conformance with the requirements of the 8`I'editions Massachusetts State Building Code requirements for loads and construction. Sillcerely, I Michele Cudilo,P.E. ��A OF MASSS `yL /2011-87 02� micv1ELE CUDiLO cc: C.Ashworth o H0.34'7'14 g7suc-fu"L'a RZcisrtiF��,•� ION, c i Page 1 of 2 Date: March 26,2015 Case No.: 15-01-1173A LOMA o Federal Emergency Management Agency Washington,D.C.20472 '9NU SEA' LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF BARNSTABLE, Lot.188, as described in the Quitclaim Deed, recorded as Document; BARNSTABLE COUNTY, No. 1165231, in the Office of the Registry of D e s, Barnstable MASSACHUSETTS County, Massachusetts � 3 a COMMUNITY p -� COMMUNITY NO.:250001 NUMBER:25001CO756J AFFECTED MAP PANEL _y DATE:7/16/2014 FLOODING SOURCE:COTUIT BAY; NANTUCKET APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.615, -70.419 SOUND;SEAPUIT RIVER SOURCE OF LAT&LONG:GOOGLE EARTH PRO DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NAVD 88) NAVD 88) (NAVD 88 r345 Windswept Way Structure X -- 14.0 feet -- (Residence) (shaded) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) . PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s) on the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 847 South Pickett Street, Alexandria,VA 22304-4605. _ 1 Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration I Page 2 of 2 Date: March 26,2015 Case No.: 15-01-1173A LOMA O�QAR7,y��, y Federal Emergency Management Agency Washington,D.C.20472 1gNo SEG LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,LOMC Clearinghouse,847 South Pickett Street,Alexandria,VA 223044605. Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration If O�vXRT A xFederal Emergency Management Agency Washington, D.C. 20472 ND SEA' March 26,2015 MR.JOHN O'DEA CASE NO.: 15-01-1173A SULLIVAN ENGINEERING&CONSULTING COMMUNITY: TOWN OF BARNSTABLE, INC BARNSTABLE COUNTY, PO BOX 659 MASSACHUSETTS OSTERVILLE,MA 02655 COMMUNITY NO.: 250001 DEAR MR. O'DEA: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 847 South Pickett Street, Alexandria,VA 22304-4605. Sincerely, Luis Rodriguez,P.E., Chief Engineering Management Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Samuel F. McCormack Co., Inc. Insurance Adjusters and Appraisers Samuel F.McCormack Co.,Inc. ADJusnnB ADD APPRAISERS May 26, 2020 BUILDING DEPT. Barnstable Town Hall Building Inspector JUN 0 2 2020 367 Main Street TOWN OF BARNSTABLE Hyannis, MA 02601 RE ASSURED: Frederick Wrightson LOSS LOCATION: 345 Windswept Way, Osterville, MA 02655 POLICY NO: H0031481907 TYPE OF LOSS: Fire DATE OF LOSS: 05/23/2020 OUR FILE NO: 20-01380 To Whom it May Concern: Claim has been made involving loss, damage or destruction of the above-captioned property, which may either exceed $1,000.00 or cause Massachusetts General Laws, Chapter 143, Section 6 to be applicable. If any notice under Massachusetts General Laws, Chapter 139, Section 36 is appropriate, please direct it to the attention of this writer and include a reference to the above- captioned insured, location, policy number, date of loss and claim or file number. Thank you for your anticipated cooperation. Very truly yours, Peter Venie , Adjuster pv@mccormackadjuster.com cc: Board of Health 42 Holbrook Avenue, Braintree,MA 021841-800-972-5399(781)843-1222 Fax(781)849-8191 125 Waterhouse Road, Bourne,MA 02532(508)403-2600 Fax(508)403-2602 www.mccormackadjuster.com - REFERENCES: Assessors Map: 051 FEMA Zone B Parcel: 020 N,F As Per FEMA FIRM 0>S' HARBORS INC. Certificate # 194168 Panel 250001 0018 D S0,7 CB/DH >I) rev July 2, 1992 3 mad P11(ELZOO .� ��463 FEMP6 CB/DH ZONE:FR-1 5j37' - N88'15'00"w Fnd 138.21' Setbacks: M Fron t: 30' Side: 15' N Rear: 15' Z= vJ Lot 188 � U� 73,598f SF \ 146.4' p Z N 4 w w CB/DH\' Fnd v t0 p New Concrete CB/DH l Fnd _ o Foundation J4.8" r n 2 TOF EI=16.2' (NGVD '29) O 51.7' 4 I r v � CB nd � nd 4 1 92.T 00 CB/DH Fnd �L j m 186.80 77 2 6 28 6` W 1�SA7 yVIDE)CB/DH S \/V � �8 \Fnd REPT (g0' 6� private) 0•00 CB/DH z Fnd D�� ac WIN OF 64di+�� 1 certify that the foundation shown hereon conforms to RICHARD R. lo the setback requirements of L'HEUREUX the Zoning Bylaws of the PLOT PLAN NO. 34312 c� town of Barnstable. At 390 Grand Island Dr �E TE � BARNSTABLE F-Pro nd Surveyor Da(e (Oyster Harbors) NOTES: MASS, DATE: 06/DEC111 SCALE: 1"=50' 1.) The structures shown were located on the ground 0 25 50 75 100FEET by conventional survey methods on 01/DEC/2011. PREPARED FOR: 2.) The property line information shown hereon was compiled from available record information. Frederick W& Lois I Wrightson 3.) This plan is not for recording and is not to be used for construction layout or deed description PREPARED BY: CapeSury purposes. 7 Parker Road Osterville MA 02655 DWG #: C471_lgl FIELD BY. WHK/MLL (508) 420-3994 / 420-3995fox Town of Barnstable o��/ U S G.S-F Regulatory Services RXM LFE Thomas F.Geiler,Director i639 `0� 'O�Fn �s Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.,town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Cyr of the subject property hereby authorize C)C-� Z-®Z5LZ to act on my behalf, in all matters relative to work authorized by this building permit: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of-9 Signature of Applicant Print Name Print Name 2- Date Q:FORMS:OWNERPERNESSIONPOOLS 6/2012 �t r Town. of Barnstable Regulatory Services BMaxsreBia, : Thomas F.Geiler,Director 6.39. •�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print . DATE: JOB LOCATION: number street. village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other. applicable codes,bylaws,rules and regulations. i i The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to-do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt i f g 9 v not lk ad d- RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS - Safety -��_.�---- y Cover/Alarms-Dwelling Exits shall h7o,following: 1.Safety cover In compliance with ASTM F1 or ----�' --'-'-_` _�� 2.Alarms which sound continuously for a minimum of 30 seconds.Alarm deactivation switch for single entry must not --1-"—"- -- last more than 15 seconds and must be>=54"(4'6")above f oa .. threshold of door. Minimum Fence Height 48"(4')measured on side opposite pool -- _ - Gate/Latch-Gate shall open away from pool and be self closing and self latching.Release Mechanism of latch shall be>=54"(4'6")from bottom of gate.If R.M.<54"(4'6") must be located on pool side of gate>=3"from top of gate and have no opening In gate>.5"within 18"of R.M. i •0;� �••� •+• �• •♦ ♦• is Y• 1 ♦ Rule 1-Horizontal Members spaced<45"(3'9") Vertical .),, ; �•�•�� �• : �•� �• ♦: �♦ •♦ ♦ + • ! ♦ Members shall not exceed 1.75" 0 .•• + . •�• •� ♦• •• •� •�• � '+ • • _ Rule 2-Horizontal Members spaced>=45"ITT)Vertical +♦ ! ♦•• .• �• •• ♦� ♦ ♦ ♦ ♦ Members shall not exceed 4" - ♦ Chain Link-Maximum mesh size shall be<- 1.75" squares ram, •.�'%; � , 'r Rdr r t Lattice Fence-Maximum opening formed by dimensional members<=1.75" Maximum Vertical Clearance measured on Opposite pool side Life Saver Pool Fence:Self-Closing,Self-Latching Gate ing System. r Self-Closing gate uses only the most proven latch and hinge system. The has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches Ily triggered safety devices that have revolutionized the safety,reliability tance of swimming pool, childcare and household gates. erating principle is brilliantly simple. As the gate swings shut, a powerful agnet draws a latch bolt from one housing into the other, latching it mount of shaking, pushing or pulling can disengage the latch. The concept d it boasts international awards for design excellence. been designed to meet strict international safety codes, including all codes mming-pool-gate-sa€ety.-T-he-dangerous-problem..of-a-gate"resting-on-the--.-- - anism", appearing to be latched, is eliminated when using MAGNA-LATCH. reliable latching action means MAGNA-LATCH incurs no mechanical losure, and so suffers none of the sticking, jamming and sagging problems th 'mechanical' gate latches. hinges are the latest technology in e hinges for swimming pools, households -YOW d , ications. hinges are injection-molded from a special ced polymers, which means they never rust, rc rust-free performance of TRU-CLOSE l uble the life expectancy of any comparable is made of high-grade stainless steel to losure-andiong-life-evewin-th-e-harshest— - - -< - ts. - d adjustor within most TRU-CLOSE hinges allows instant, incremental my a screwdriver. Quick and easy! This clever adjustment feature http://www.poolfence.com/gate.htm _ 14 Poolguard Alarms-pool alar n,door alarm,gate alarm,pool safety,child safety http://www.poolgu2rd.com/door.asp BC t,�E1tds'�i1tT t1S1"BYP �{� � _ IdA 1�•• �M'piR1�iTYRE616TPMfpth l. .� • ..#,:' POOLGOA" FAKA - v ty , Poolguard Alarms: DOOR ALARM-Model DAPT-2 •Inaround Pool Alarm •Above Ground Pool Alarm •Gate Alarm Door Alarms-NEW •Door Alarm-DAPT-2 (Sounds in 7 seconds) •Door Alarm-DAPT-Wi ; (Sounds immediately) Other Information: •Contact Us Buy Poolouard ---- — - — •Product Manuals •News From Poolguard •Warranty Registration POOLGUARDIPBM INDUSTRIES,INC. •UL Listed to UL 2017 has been manufacturing pod alarms,door •Important Safety Feature alarms,and gate alarms since 1982.All Compiles With Building Codes Poolguard products are proudly Made In Simple To Operate the U3A Poolguard DoorAlarms comply, •Automatic Reset with all building codes and are UL Listed Battery Powered under UL 2017.The majority of children Easy To install that drown In pools go out the back door 85 dB Horn At 10 Feet first and Poolguard's Door Alarm can help •Pass Through Feature For Adults prated those doors. Low Battery Indicator POOLGUARD DOOR ALARM 1 Year Warranty a 7 • The Door Alarm will sound in 7 seconds when a child opens the door, and the alarm will cortinue to sound until an adult comes to the door and resets the alarm. • Poolguard Door Alarm will sound in 7 seconds even if a chid goes through the door and doses it behind them • The Door Alarm is always on and will automatically reset under all _ .. ._ _.. conditions. • Poolguard Door Alarm is egtipped with an adult pass through feature that will allow adults to go through the door without the alarm sounding. • Optional screen door kits can be purchased for the alarm,this kit allows -.you-to get air through your screen-door without the alarm sounding.. • Poolguard Door Alarm uses one 9-volt battery,(not included)with a battery life of approximately 1 year. • The Door Alarm is equipped with a low battery indicator that will audibly alert you when your battery is getting low. • Poolguard is the only door alarm that is UL listed under UL 2017 for water hazard ertrance alarm equipment. Q, Door Alarm POFmanual I of 2 ------ _. I0/6/2009 3:07 PM r - w t I' -�� - �_ .�a• � � � v .i t"v.;�. '�"�`"` 4 z� ;s.'�°sXa.a _` 7 x,i ..:�—sue Heave-duty polyethylene solar blanket material works with the.sun to capture heat as it prisms through:the raised air pockets in the: a., Solar Blanket:bubble cover material. rc Pool Solar Covers raise the pool:water temperature by absorbing; sunlight during the da)r(as much as 101I5 degrees)and retaining; � t the heat:at night. Keeps the,heat put in by your gas pool;heater,: electric pool heater or roof mounted solar heater, saving hundred's .: .. of dollars per year in pool heating:costs. Savings also come.from a reduction in water evaporation andl chemical evaporation.. TAW I SQLF i-'CLEARTM'1A&O\/E GROUND SOLAR BLANKELS i' Use oe�c new SQL Clear""A solar blankets to,heat your pool;fasEer Our solar blankets are laced with air bubbles:that act as an insutatingi Payer,shiefding,your pool from, coo[winds'and nighrttime.cooling- ln.addition our S;O LAR-Clear ' blankets allow move solar heat to reach the depths:of your pool and heat it thoroughly.Ltiarailabie in Round:,: Oral and! Rectangle sizes_ Of: zt s l - �: S OLEA • - i:evfirds {�rta�ui[e; t,`M fib#Er kUfitr&*#, :';:tea�Nah7i' 19YJx:: ., n z _ n SLACK SILVER W 9aiPaF BiS�PIFsi B�R69 m 83�a�Ei r tL4E 1f411aa.�; 5�ai:ffbd�p'atlas a Bu via Cv Our solar blankets are made of extra-thick S or`T2 mill material to outlast.most other above-ground`solar pool blankets: on the!rrrarket_ Backed by a 3„5 or, 6 Year 'Warranty. SPECIFICATIONS .._.._ -.- Review system details for Save T*covers. Fabric Mechariisrri Co-vets- •5-year limited prorated standard warranty Standard 12"aluminum lid with •16 oz.,23 mil Herculite premium bonded vinyl either 4"or 6"hinge •Low-stretch rope and webbing(2000-lb.break) • Bezel"' lids, 16"and 18" •9 standard colors:dusky blue, royal blue, Vanishing Lid"' trays, 12"-24"wide with light blue,aqua,forest green,beige,tan, stainless-steel trays and stainless-steel gray,and black adjustable brackets •35 custom colors Fiberglass deck-mounted mechanism ends •20 oz.,28 mil Herculite premium-plus fabric with Bench bracket frames --------------limited prorated-7-year--warranty,-.available-in.-light_ - - - --�'blue;dusky-blue,-and-beige Safe • Exceeds ASTM F1346-91 requirements Track Styles * Full UL listing •7-year limited warranty on all Bonding Included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100%anodized -- --- -- •Undertrack,-universal-or-recessed-track---.- •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM -Inverted track channel for concrete or F1346-91 safety standards.The installation of an . deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. •1-piece coping channel for vinyl pools •Reusable coping forms Other Options •45-degree vanishing-edge pools • Painting—all extrusions can be painted to match most •90-degree vanishing-edge pools deck surfaces or fabric colors • Designer Series®cover—custom graphics can be Mechanism painted onto-the fabric surface •Lifetime limited warranty on mechanism=--_---- - - ABS-recessed box---- •100%anodized aluminum frame and components •Stainless-steel hardware -Stainless-steel drive components •Positive-shift system — -Standard-units-include-either-heav-y-duty-slip ---------------_--—-------------_____..__ clutch or auto-shutoff with amp-limiter •Exclusivel independent or locked rope reels •24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. -- •3-year limited warranty on all electrical .._ 314-hp water-proof electric motor -- _.__ .._.... .._._..._... _... _ . • 1 '/hpl2000 PSI hydraulic system. _ . Safety lockout key control - _.. _-!_CoverLinkTm.-touchpad.control__,_-_-.. •Low-voltage auto-shutoff with key switch •Low-voltage touchpad •Low-voltage water-feature shutoff FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover-Pools is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing a reliable additional layer of safety for your pool. UNDERWRITERS LABORATORIES INC. LISTING . The Cover-Pools Underwriters Laboratories listing number is 181T-File#E52841 WBAH-Covers-for-Swimming-Pools and Spas-- PowerSafety`Cover,-M-odel'Save-T®-3,'Classified in Accordance_ with-ASTM-F1346-91- WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model"Save T ASTM(American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover-Pools products Save-T cover and Step-Saver have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for All ----- -----Covers-for-Swimming Pools,-Spas and-.Hot Tubs.________..__ ._.__. FCC ID:P8G-50306 Save T Cover Wireless 50305 Note:This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC-Rules.These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, uses and can radiate radio frequency energy and, if not. installed and used in accordance with the instructions, may cause harmful interference to radio communications. — -- - - However;there-is-no-guarantee-that-interference-will-not occur-im a-particular-installation:lf-this-equipment=does .- cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following measures: •Reorient or relocate the receiving antenna. •Increase the separation between the equipment and receiver. •Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. Consult the dealer or an experienced radio1TV technician for help. Note:This equipment has been tested and found to comply with the limits for a Class 1,Class 2,and Class 3 Radio equipment and systems under Title: ETS EN 300 683 :97 and ETS EN 300 200-1 (RES)(EMC) .(SRD)operating on frequencies between 9 kHz and 25 GHz.These limits are designed to provide reasonable --- --- protection against harmful-interference..in.a..residential:installation._This-equipment generates,users and can radiate radio frequency energy and, if not installed and used in accordance with the instructions; may cause harmful interference to radio communications. However,there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on ,the user is encouraged to try to corr_e_ct the interference by one or more of the following measures: Reorient or relocate the receiving antenna. _ Increase-the separation between-the equipment and receiver.. — --- -- Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. If you have any additional questions please contact Cover-Pools at 1-800-447-2838.. 23 i i S n ' 1 � i �� ,� if � - --_.-- •--- --.. _.. .__....... .. .. ... .. .. . ........_..__...,.._. r VOUE 'i k i i • i � DESIGN DATA SEPTIC NOTES b /� w•'.•a,• .a •: ZONE: Single Family 1.L.a.io.of Utilities Shown m Thies Ala.Ale Approx.At Loot 72 Hoo. 01E"R;HARBORS INC ...... / _ ,l, I •1• .7 Bodmam®110 GPD Pries to Any FiaaNan For This Pmjert the Contncbr Shall Make ,o '..P / �n )+.� �I RF-1 No Garbage Grinder the=.The equiredN dRetion ImSeewe Sate I.888-J7=P3ermt)•ti Fmty Towa r - 4'Tlmi n^"1• ��•' J Total D.ilY Flow GPD 9W Appropriate 1. C , ` • Area (min.)(min) 12'SF(RPOD) Use.2500 Gel Stole Tank Agencies For Comwctiot Defined by This Plan. 'V�2• / - �, �• 9 4 Front°rpfa(min) 20' 3.WIMMMrSewer Liam Must CrmWater Supply Linn Both Lim�Shall SO' Width .Tin) 125' Be Con,..odofCia.150 Pre.We Pipe.nd Shall be W..T.Wle 7.j°(,�/ _/ / •lr / r �, Setbaelllka: LEACHING AREA ,u1DW.-igh�,,,,h� LWx.LiMaShmb.Cooa MdM ma's uJ• •bare o, Fron t 30' 770 GPD/0.74(LTAR)-1041 SF Required Coordination With COMM Waur,and Shall be m Aeaordsoce •r7 7. - ✓/ 1 Side 15' SidcwaB-2(12.83'+59)T-287 SF With 248 CMR 1.00-7.00@ 310 CMR 15.00. _ .o 01 Rear 15' Bonne,Area,-(12.83'x M-737 SP 4.A Mini-of9'of"ovnu Required for All C.respomnn. CO' G �e� CART PAiN PAVED I t Total PovStructures;ided-10443P S.All Structures; re Buried Three Feel Or Mo or Subject •�J r•/ N66•1J,UO_I YY l 1 to Vehicular Tnf11c to be H-20 Loading.It Is the EngiaeM1 -p OVERLAY DISTRICT: LEACFIINGCHANIHERDESIGN Recomme.damathatH-zouw.nb•u.d I \ / 13S.Z1 ^- � _ CART PAILIPAyED D, b.InsWIIVmfdght Ri. and Cov wWithin6"of Fidshed Gmde " AP - Aquifer Protection District AIIPip..be Schcdulo40.Use Over Septic Tank lde4 U.and Outlet,D-Box.aid TWO Lmhing Cbawba. RPOD - Resource Protection 6.5000.I.Isachiog Gh'°'bme ioa ,.Septic Sysumube lnsWied In Aaordance With 310 CMft 15.00@ I Q alsd' y 12"1"xSVWathadIse.Pleld.Shown. I J 15' ZONING SETBACK `� / � Oveno District 248i.Sy CMIR an be0fate.R.A.nd the ith 310E R15.le HW Estuarine Watershed BoudofHe.11hiteguluiom. All Piping to be Sch 40 PVC. j .+ D.Box Shill Have.Miaiaruw Inside Dimension of 12'.and.Minimum \ N • •,2 FLOOD ZONE: sumpof6•. LOT 188 10.Sept.Taus Sbail be a 2,500 G.RON with 2 Comp.temar.. L m 73,597 S.F. 1 , ux / .'1' y`y.i.,,�?.�:(��9. Zone: B Th.Ff..Comp-.,Shalt wve.volume ofNot lam Th.Community Panel No. 1.540G.Ikn.n°mesemedofNotLmth.nnOa.Emw 50' OYSTER;HAR80R5 INC. SETBACK LOCATION MAP #250001 0078 D TheG. mnla3dBbe��a.me�dhy.MWmam<•G z W� I -•-50•-- - July 2, 1992 Vented Imcrand LLShaped Pipe with a Gas Baffle M the OW.L y0:r l I 1"-2,0001' I I.The Sep.ndon Dlwna Benin.the Sepde Tank tnlM.nd W U I / 1 59= VE OMini ShW be No Lew than the Liquid Depth.Inlet Tm SNII Extend - -- - -- --- ASSESSORS REF.: pERC TEST:I3,2o3 Be,.dum of l0 Below tee Flow quipod With Tees sBatle, 4" m i / ) / 0' / q Below the Flow LIa4.na SIWI h Equipee With.Os.&ma Map 051, Parcel 020 PERFORMED BY:SULLIVAN ENGINEERING,INC. JOHN O•DEA.P.E. SOIL RVALUATORNO.-2911 Gs , WITNESSED BY:DAVID STANTON.RS.-TOWN OF BARNSTABLE FEBRUARY 25,2011 PRO. TEST HOLE-1 EL.1330 TEST HOLE-2 EL.I2.80 TEST HOLE-3 EL 14.90 TEST HOLE-4 EL 15.40 O LAYER IOYA)R 0LAYER l0YR art 0LAYER 10YR 3n 0LAYER IOYR3Q I , Qv6•)� J/ 4 D-BOX / �., VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN I Q� - I x ORGANICS W/SANDY LOAM 1.W ORGANICS W/SANDY LOAM 2.33 d• ORGANICS WI SANDY LOAM 4.47 ORGANICS W/SANDY LOAM 14.98 ~Q - TH-'1 • AE LAYER 10 Y14/3 AE LAYER 10 YR 4a AE LAYER 10 YR 4n AE LAYER 10 YR 4/2 I tv I `l �/ _ TH-6. DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN O03v 4• SANDY LOAM 12.33 LLSANDY LOAM 1I-55 SANDY LOAM 13.72 LESANDY LOAM 1432 /l- B LAYER IOYR B LAYER I OYR 4/6 B IAYER IOYR 4d6 B LAYER I OYR 416 I I J .� QOQ13 DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWNCIO Y _ 4. LOAMYSAND 11.0 LOAMY SAND 1030 LOAMY SAND 1730 LOAMY SAND 12.90 Q pR0UT C LAYER 2.3Y 6 CLAVER 3.SY N6 CLAYER 23Y 616 CLAYER 2.5Y 6/66 I / OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW G`LE�•NO MED 9AM) MILE SAND MEDSAND MED SAND PER"TEST 10.50 PERC IN 6 13.03 C) � I RO' / f 25 GALLONS IN 11 MIN 25 GALLONS IN 63 MIN 110. PERCRAT6<2M1N/D4(LTAR-0.74) .5 120 2.80 1, PERCRATE<2MIN/IN(LTAR-0.74)4.90 Ins s4o II Z v a STPNK / - _ _ TH-4 NOGROUNDW TER UNiCBEO 0GROUNDWATER E NO ROUNDWA750.EN UMEREDGROUNDWATER / \ PERC TEST:7,323 I� �0 CD PERFORMED BY:BAXTER@NYE,INC. PERFORMED BY:SULLIVAN ENGINEERING.ING STEV R W IISON,P.E. WITNESSED BY:JERRY DUNNING.-TOWN OF BARNSTABLE FEBRUARY 25.2001 I \\ \ I'N / p0'QCy E pS 0 IINGON SUNS 15,1989 Fi i.h Gr d. h A� 2 TEST HOLE-5 EL I7.80 TEST HOLE-6 EL.I:xo ! I I^ I FOCUN E�' t- 2 0LAYER IOYR312 g•Ny C J \\ O 0LAYERIOYR3 •r/• Z\ / 1 VERY DARK GRAYISH BROWN FoOm Octed F ill niter I \ / t I / �\ / \, 1 7\ J 1 VERY DARK GRAYISH BROWN - I �+ ORGANICS W/SANDY LOAM ORGANICS .5 AE LAYER 10 YR do BLAYE0.IO YR 5G18. \ > _\ - DARKGRAYISHBROWN BROWN IaE 1/T' \ ` �`qB \ / - \ 1 v'�Y cy X:�µ ^(+ Pao stone is/S ` ` RT\ I \\\b_ �k SANDY LOAM ORGANIC MATERIAL W/SOME SANE 11.62 J• "P'4 jJJ_3/4"- 1 I/Y \ 1 ` \ ^ B LAYER IOYR 4/6 B LAYER IOYR 5/6 LEACHING ss Double w.sh.a \ \ I / �, °� c3 DARK YELLOWISH BROWN YELLOWISH BROWN I Ij CHAMBER Sion. LOAMY SAND 80 COARSE SAND 3 iti �-� I \ I I I \ CLAYER23Y N6 CLAVBRIOYRdd JJ__LL__ ✓ TH- OLIVE YELLOW LIGHT YELLOWISH BROWN MED SAND COARSE SAND f� 11•-IO��T \ N \ '\` \\ \ 18 PH=TEST to 6. PERC RATE.2MIN/IN(LTAR-0.74) 00 2.12 CROSS SECTION OF CHAMBER G ( ' \ t0 GROUNDWATER ENCOUNTERED NO ...NOWA RE NTERED t ORI VEW4ED Z IN SE ACK\�' O \ I� 0� G�' I NOT TO SCALE / / ` -30 \ - \0• SITE PASSED _ \ Ses Note 6 NO.) ELEcn?I 7ELFPNOVE R ' 1 / _ '('- - \ 8 L,•`1 rJ•68 v R' , 19 Fa a.13.20 F.a EL 11.73 \ P'4D %( <' in no.EquituMs, EL'175 � VY.47'ER aA7E � CABLE BOX I � t �S V• ..T 6- 8) � I \ 7300 Callan �� /y 7 L , I\ P.al 2.81 w-.. 2 ca tp T-an. p r ?s S QR _ I \ \b P 1,1 Sepik T 1 EL.Ia.et SEE NOTE 10 °-eoi ° v• O I / �' ' \ .,taxes.r. �,...'-- n I.Any to PnO rk _ \ Mataded On /.ao I CA 6 •-•k ,�'� 1` ,/ \ ^ \ To Any N4rr. :[' �ToEl�d One. BaddR,9•-YA a � � - � 40•��-.•.-, t�',// ws ustaw Pon. 1/E F.wrfa<ad i+4m #�R•dme: �. @ Ba/Ms Ax tMautJ d Sill tMLA47 a Reduced ..Pa Bua s 7A.u.A«p JM el•rA#Spla - b - �' Copy DEVELOPED PROFILE OF SYSTEM P�°a;l NNa e NOT TO SCALE Update Foundation Location - Relocate Se tic Date: 04 04 12 Wetlands Flogged Bye Add Wetland Line Date: 081151111 Bd Hall I l 1 w ll' Footprint P 06110 H e PI ns e: 081021111 8712111 TITLE: PREPARED BY: FOR: NOTES: Site Plan CapeSury Frederick W. Wrightson 111 1.) The property line information shown was Z Proposed Improvements Sullivan Engineering, Inc. , compiled from available le record information. PO Box 659 7 Parker Road & Lois l• Wrightson 3yC At �I��`� Osterville, MA 02655 Osterville MA 02655 2.) The topographic information was obtained ~ _] �J` (508)428-3344(508)428-9617 lax (508)420-J994(508)420-J995 fox 2108 Oyster Harbors from on on the ground survey performed in 2001. 390 cape3urvOcopecotl.net Osterville, MA 02655 C) Barnstable (Oyster Harbors), Mass. 3.) The datum used is NGVD '29, o fixed mean Drolt: JOD Field: 30 1 15 30 60 120 sea level datum. �► DATE: March 24, 2011 SCALE: 1„ = 30, Review: PS Comp.: Project: 98095 Project: a <: Tv)30 qb _ f rctr + estt No-rr-- WIr4S�OrJs�pGO�?i rG [. A-S tttCot-r I-i-TLtSr' . 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DRAWN BY Qi�F " MIM f IS PG DATE: 7 ZG/L REVISED 7/S� i DRAWING NUMBER Q i TOWN OF BARNSTAB E 20!2 JUL -h M 12: 53 DIVISION r \ as Xy SMOKE DETECTORS REVIEWED �� i' j AB BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMIMMO L j d , Ii 1 , I - ' 1 SMOKE DETECTORS REVIEWED I � A J• A UILDIN JEPT. DATE + FIRE DEPARTMENT DATE " 9QTH SIGNATURES ARE REQUIRED FOR PERMITTING I , -ot , • iill - I j' ; .. .. ........EAs...7sRc 6 ... .. OiS.ta an.s ma, .. ->" �N.... RE91�.rpE FLy F-fGP Ct .. i 9'l oaRmm ivsm..:> P .uE w .. a r - EE —r ----- -- — - _ - r — J I �l ResmwGE FcQ FefA¢Ica Aatc WC 4�w.lYrnv. _37A.. >... 3f.:-=.o:BJratK i._.+rr_. (' .. _. � 89J G4rt.w Fswwio:rei Jl=, .. -%z:. ./ �--___ .. � .-. � •. f ! a rsrfa :9r:2aae.s ma. ... t' R v - ---— u,e µr / — — -- -- — ——= HIM i I � t �i� �• , i 7 Cxrm. FFF - it i �FL 77= 1 . /ra,am. 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M1CNELE °s o CUOILO G:1 No.34774 +� STRUCTURAL SFG�S7EREa�ta�'4�i - ONAL ENG � u I Y GENERAL SPECIFICATIONS SIZE: DEPTH: REFERENCE NUMBER: POOL TILE: COPING: auto cover winter cover DECK:TYPE: auto fill EXISTING PATIO: N/A salt mineral FINISH:TYPE: a jandt high off - F PUMP:TYPE: STARITE SIZE: TDD Uandy control 2- in house I spa side POOL EQUIPMENT 150 { the p edge on steps and benches 2 rows SAME ELEVATION ! FILTER:TYPE: SIZE: TO BE DETERMINED bubble :cover E SPA HEATER:TYPE: SIZE: E $` hard cover SKIMMERS: 4" the line on benches ti _:.. .__..m: ... LIGHT:TYPE: REQ'D: Ole budget 10" WALLS POOL CONTROL: a" FLOOR 1/2" STEEL ON ALL CLEANING SYSTEM: -2 24" O DEEP END WALLS SANITIZATION SYSTEM: OTHER: SPA SPECIFICATIONS m - 4 _52' 5" bench grobleslop, to -1 " ( 5.5 track: coping w_ _ .. _.,. :_ _.. w.__._. SIZE: ELEVATION: ....... . , . . ._5�� .__ .. _ ..� .,.,. ._. .. ... .. .. ....w:.., :,_.......,.. _._...v .� .._ ..,.._ � 6 step I €r ' all lights to be spa LED lights -1/2 hater, s eps 9 P 9 ;- p THERAPY JETS. THERAPY PUMP: landing 15 total 0 rise) CONTROLS: LIGHT: s , NOTE the line on I j SPILLWAY: steps and benches K m , s OTHER: o 6 toe - to detoll to I slope ,3 p step ledge 5 -5 6 I sides at -5'6" i { 5WIg i 2"ste 2 coping stone d ' I 'auto cover track N - a I i water lire I/2 4 - .,.,.- and grout line auto cover - g o , i � plaster, 4 I/2 it and rout line 9 I a a ' i 20'. ! , i I _ e , 56 I X I pool beam 0' odd 5 1/2" fcr o Ire ord trackl ADDITIONAL 4 a 6 O.G. VERT. BEYOND TRANSITION PT. STAY 15" �r #4 DM. ® 12 O.C. TYP. # 5 12 O.G. E.W. (5) #4'CONT. TYP. BELOW TOP OF BOND SM. DOWN THROUGH OUT ENTIRE THE COVE r�..LAP 1' 8" .MIN. AUTO COVER VAULT _ POOL WALLS INTO FLOOR AREA. _ 1 1/ AUTO COVE C ° �— .. I a I 7-7 crushed _ .:'� stone , 4 ® 6 O.C. E.W. THROUGH OUT ENTIRE ' u . POOL FLOOR ,.�-w ADDITIONAL #3 5-O E.W. ?� ® FLOOR TRANSITION PT. - AND DEEP .END WALLS` �� r PLACE I FROM OP O ?� v ,> MT FSL B HYDROSTATIC'RELIEF 'VALVE <;,,: /Z✓ INSTALL PER MANUFACTURER'S SPECIFICATIONS 56' �n STRUCTURAL NOTES Pool Notes. i 1. All construction is to 1. Assume maximum safe soil bearing pressure- 2000 conform to the Massachusetts g p , state building code and all applicable product and design j 2. A o , WRIGHTSON, RES. standards. Absence of specific items from these II pools are to be placed on natural undisturbed NAME. drawin s does not`infer that the contractor Is relieved material or compacted granular fill. Subsoil bearing 9 pp 9 9 fromstrata shall be free from all vegetation, loam and the statutory.code requirements. 9 � li!j w�ivdS�E�'T G��+�, 2. All materials and methods of construction shall organic, material. ADDRESS. 9 , conform to the approved 5. Do not lace backfill against col walls until all walls pp ed rules and standards for p g p CITY: materials'tests and requirements of accepted have obtained "I dog cure strength. ZIP• q, a p y g engineering practice as listed In Appendix A f 4. All pool floors shall be laced on a I 6 la er of 9 9 p �p o the p p y Massachusetts State Buildin Code. crushed stone com acted to a5� standard proctor RES.PHONE. BUS.PHONE. 9 p densityat the optimum moisture content. (5) #4 CONT. TYP. - 12 Shotcrete - placement and l: Shotcrete mixture, form work, delivery, plat m t reinforcement shall conform to all requirements of ACI # 3 ® 12" O.G. E.W. '�. 506.2-a5 latest edition 'unless otherwise noted.' CUSTOMER SIGNATURE:THROUGH OUT ENTI ( )r U DATE 2. Concrete materials shall be : A5TM C Type I Portland SPA WALLS _ yp cement. grovel r _ a es I '; a normal n Sand and g av I agg e t sha I b wei ht and conform to ASTM: C95 Standards. A reote VIOLA Ll`1 .... 9 99 0 not meetingASTM 055 standards may'be used provided p _ ASSOCIATES pre,construction tests demonstrates the Shotcrete can meet specified requirements. All concrete Shall be 110 ROSARY LANE;UNIT A, HYDROSTATIC RELIEF VALVE p _ a ,. air entrained. Concrete compressive stren th f c in 28„ p 9 , ( ) HYANNIS, MA 02601 INSTALL PER MANUFACTURER 5 4 ® 12 O.G. E.W. clays, All concrete work -5,000 psi , 508 771-3457 VIOLAASSOCIATES.COM SP�GIFIGATIONS THROUGH OUT ENTIRE y � ) POOL FLOOR DRN.BY: DATE: REV.NO.: DATE: SCALE 311 "=-11 r , ------------ DESIGN DATA SEPTIC NOTES y,,. .. ZONE. Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours OYSTER.ti IIF !I ff< el , -7 Bedroom @ 1 10 GPD Prior to Any Excavation For This Project the Contractor Shall Make ARBOR$ 7NC r f r aA,4 ; __ ,'V RF-1 No Garbage Grinder the Required Notification to Dig Safe(1-888-344-7233). Ti rig r� � ' Total Dail Flow=770 GPD 2.The Contractor is Re aired to Secure A ro nate Permits From Town Pt tote �.: 1 °{ Area (min.) 87,120 SF (RPOD) y q pp p �I✓ Se Use a 2500 Gal tic Tank Agencies For Construction Defined by This Plan. Fronta e (min) 20' p O' n g 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Width (min) 125' Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to }-�� i F c � %sstcr Setbacks: LEACHING AREA s iu , Assure Watertightness. In General,Water Lines Shall be Constructed in i 27'I1E1FS ' g / ao s 4, t Fron t 30' .74(LTAR)=1041 SF Required Coordination With COMM Water,and Shall be in Accordance ° l a v. Side 15' _ = f� 770 GPD/0 , y a Sidewall 2(12 83'+59')2' 287 SF With 248 CMR 1.00 7.00&310 CMR 15.00. Rear 15' Bottom Area=(12.83'x 59)=757 SF 4.A Minimum of 9"of Cover is Required for All Components. L c fa Total Provided=1044 SF 5.All Structures Buried Three Feet or More or Subject ' n'R Q c� �0 0»I^/ TPA TH PAVED It + i to Vehicular Traffic to be H-20 Loading.It is the Engineer's / "`-'U V V CAR ' N � OVERLAY DISTRICT. LEACHING CHAMBER DESIGN 6 Recommendation thatx-zoAlwaysbeUscd. I , ^ CAR '' \ Install Watertight Risers and Covers to Within 6"of Finished Grade y` TPA TN PAVED r; All Pipes to be Schedule 40. Use AP - Aquifer Protection D/stnct Over Septic Tank Inlet,U,and Outlet,D-Box,and Two LeachingChamber. l�' 1 r l' 6-500 Gal.Leaching Chambers in a p ,�• i .1�flClJS :. , ?e,; RPOD - Resource Protection g 7.Septic System to be Installed in Accordance With 310 CMR 15.00& -- 38.2 _•. k Overlay District 12-10 x 59 Washed Stone Field as Shown. ;t p y 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 15' ZONING SETBA CK 11 4 Estuarine Watershed Board of Health Regulations. 1, >w 8.All Piping to be Sch.40 PVC. j H�)' 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum FLOOD ZONE. Sump of6". LOT 188 N 10.Septic Tank Shall be a 2,500 Gallon,with 2 Compartments. 1 Zone: B The First Compartment Shall Have a Volume of Not Less Than 73,59 7 S.F. Community Panel No. l,5ao Gallons and the Second of Not Less than 770 Gallons. 1` ` , 0 _ LOCATION MAP 250001 ools o P y I 50 OYSTER;HARBORS INC. SETBACK 1 The Compartments Shall be Interconnected b a Minimum 4"0 ` l July 2, 1992 Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. � 1"=2,CO�f' 11.The Separation Distance Between the Septic Tank Inlets and I lN7fi7d (qi/� ASSESSORS REF.. Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend � �`' 1 1 120% RES VE PERC TEST: 13,203 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 4" Cv 59, Below the Flow Line,and Shall be Equiped With a Gas Baffle. �- Map 051, Parcel 020 Q0 O PERFORMED BY:SULLIVAN ENGINEERING,INC. JOHN O'DEA,P.E. SOIL EVALUATOR NO.-2911 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE F G FEBRUARY 25,201 I TEST HOLE- 1 TEST HOLE-2 TEST HOLE-3 TEST HOLE-4 EL.13.50 EL.12.80 EL.14.80 EL.15.40 PRO, o O LAYER IOYR 3/2 O LAYER lOYR 3/2 O LAYER 10YR 3/2 O LAYER 10YR 3/2 u,j H D-,BOX , V VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN C� 6" ORGANICS W/SANDY LOAM 13.00 3" ORGANICS W/SANDY LOAM 12.55 4" ORGANICS W/SANDY LOAM 14.47 5" ORGANICS W/SANDY LOAM 14.98 AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 * ,l DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN "' I '(15 �Q ^�I TH-6 TH-2 14 SANDY LOAM 12.33 15" SANDY LOAM 11.55 13" SANDY LOAM 13.72 13 SANDY LOAM 14.32 Q B LAYER 1 OYR 4/6 B LAYER lOYR 4/6 B LAYER 1 OYR 4/6 B LAYER 1 OYR 4/6 Q DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN �OQO N 24 LOAMY SAND 11.50 30" LOAMY SAND 10.30 30" LOAMY SAND 12.30 30" LOAMY SAND 12.90 00 Q C C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 p RQ• 11 11 TH- ��` .:,; OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW O� P NQv MED SAND MED SAND MED SAND MED SAND OodGLE r 36" PERC TEST 10.50 33" PERC TEST 12.05 ° O //TYP'� 25 GALLONS IN 11 MIN 25 GALLONS IN 6.5 MIN -3 120" PERC RATE<2 MIN/IN(LTAR=0.74) 3.5 1201 12.80 120" PERC RATE<2 MIN/1N(LTAR=0.74) 4.80 120" 5.40 0 , P P (I C S NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED v� a �PNK "TH-4 F� O PERC TEST: 7,323 I `� O PERFORMED BY:BARTER&NYE,INC. PERFORMED BY:SULLIVAN ENGINEERING,INC. I Z P�'Q \ CD STEVE WILSON,P.E. O WITNESSED BY:JERRY DUNNING.-TOWN OF BARNSTABLE FEBRUARY 25,2001 JUNE 15,1989 Finish Grade � TEST HOLE- 5 EL.13so TEST HOLE-6 EL.12.20 ENO A 6 20 3' Max. r 0 LAYER I OYR 3/2 0 LAYER I OYR 3/2 9 Min Compacted Fill FO �L• N a Filter VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN 0 F' O Fabric Z ORGANICS W/SANDY LOAM 3" ORGANICS 11.95 �An d/Or AE LAYER 10 YR 4/2 E LAYER 10 YR 5/3 S� DARK GRAYISH BROWN BROWN 2'" _ -- 1/8" - 112" I �� SANDY LOAM 71. ORGANIC MATERIAL W/SOME SAND 11.62 3 Pea Stone 7 B LAYER lOYR 4/6 B LAYER 10YR 5/6 314" - 1 112" S 5 ` LEACHING Double Washed I J , p� DARK YELLOWISH BROWN YELLOWISH BROWN CHAMBER Stone 24" LOAMY SAND 11.80 32" COARSE SAND 9.53 I n rn C LAYER 2.5Y 6/6 C LAYER 10Y1-6/4 - - _71 _ OLIVE YELLOW LIGHT YELLOWISH BROWN 4' - id' - TH- MED SAND COARSE SAND --12'-10" - PERC TEST 126" PERC RATE<2 MIN/IN(LTAR=0.74) 3.00 120" 2.12 CROSS SECTION OF CHAMBER NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED I PROPOSED G SETBAO DRIVE Y I N NOT TO SCALE SITE PASSED ` 30 ZQN T.O.F. EL. 16,20 CONCRI See Note 6 (typ.) ELE'TR1 t r Ci F.G. EL. 15.20 FAD: TELEPHONE RSER GEM. .1 F.G. EL. 71.75 -� Flow Equilizers �• House Invert As Required EL. 13.75 ATER GATE ! S�+G 8 rs / EL 11 2500 Gallon '� 8 6 ° 8 W CABLE BOX Pool House Invert 2 Compartment EL. 11.)0 Too EL )025 - EL. 12.81 Septic Tank EL 7 73 SEE NOTE 10 D-Box EL. 9.60 �,.. � `nI Installer To Confirm All Prior ` EL. 9.25� Leaching �J��' To Any Work \ To Be Installed On O'W�DE) ab e ompac e o : : '� �- '�/ t4 Bedding,,"T„s / �7 0. 32 nspection Port, !f Encountered Remove & Replaee I y�& Baffels A11 unsuitable SoDs`W+Yhin'S".of " /� �O - P as Per Title 5 The Quter Perimeter?gf The $y tem; � 'J r ..... W IN DS No Groundwater DEVELOPED PROFILE OF SYSTEM Per Test Hole 6 NOT TO SCALE U date Foundation Location - Relocate Septic Date: 04 04 12 Wetlands Add Wetland Line Date: 08115111 Flagged BJ� Brad Hall REVISION: Update DwellinQ Footprint Per 06110 House Plans Date: 08102111 8 12/11 t , TITLE: PREPARED BY.• Site Plan PREPARED FOR: NOTES: Proposed Improvements Sullivan Engineering, Inc. CapeSury Frederick W. Wrightson, Ill 1.) The property line information shown was PO Box 659 7 Parker Road compiled m available record Information. _ At Osterville, MA 02655 Osterville MA 02655 & Lois 1. Wrightson FTI y (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax 2108 Oyster Harbors 2•) The topographic information was obtained ~ 21 WiNlIbill-pT 14/1fv copesurv@capecod.net Osterville, MA 02655 from an on the ground survey performed in 2001, /� /� Barnstable (Oyster Harbors), IVI ass- 3.) The datum used is NGVD '29, a fxed mean Draft: JOD Field: 30 0 15 30 60 120 sea level datum. DATE: March 24, 2011 SCALE: 1" = 30' Review: PS Comp.: Project: 98095 Project: _ DESIGN DATA SEPTIC NOTES single Family D 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours O YSTER i ARB `\ .............. ..... I J_, • ZONE: , • hl " -7 Bedroom®110 GP Prior to Any Excavation For This Project the Contractor Shall Make ' ORS //�1C / \ \ C) . • r RF-1 No Garbage Grinder the Required Notification to Dig Safe(l 888.344-7233). �\ Area (min.) 87,120 SF (RPOD) Total Daily Flow-770 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town s Frontage ("min 20' Use a 2500 Gal Septic Tank Agencies For Construction Defined by This Plan. �� � '.„� � ..•x �z- ) 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall e Width (min) 125' Setbacks: LEACHING AREA Be Constructed of Clans 150 Pressure Pipe and Shall be water Tested to da i z Front 30' Assure Watertightness. In General,Water Lines Shall be Constructed <5 v yew ,u 770 GPD/0.74(LIAR)-1041 SF Required Coordination With Water,and Shall be in Accordance / Side 15' Sidewall-2(12.83'+59')T-287 SF With inn ion With -COMMM &ate3 10 CMR 15.00. Rear 15 Bottom Area-(12.83'x 5 =757 SF - • � 4.A Minimum of 9"of Cover is Required fpr All Components. ..- r Total Provided-1044 SF S.All Structures Buried Three Feet or More or Subject ' r /�N88''S�O 0'r w CART PATH PA vED to Vehicular Traffic to be H-20 Loading.It is the Engineers VERLAY DISTRICT. LEACHING CHAMBER DESIGN Recommendation that H-20 Always be Use& r�.` 1 , I CART PA TH pA 6.Install Watertight Risers and Covers to Within 6"of Finished Grade ~ VED `' • '� AP - Aquifer Protection District All Pipes to bescheduteso.use �' � 4��, „•> 9 Over Septic Tank Inlet,U.and Outlet,D-Box,and Two Leaching Chamber. I �..• / -.- ^. 1 'ss 6-500 Gal.Leaching Chambers in a RPOD - Resource Protection e I 4 7.Septic System to be Installed in Accordance With 310 CMR 15.00& I --�-• ,- _• .-f . •-t. a i Overlay District 12'-10"x 59'Washed Stone Field as Shown Y 248 CMR 1.00-7.00 Latest Revision and the Town ofBamstabk / 15 ZON/ G SETBACK fIl^ l.. i . / t`� 11 H'r`I- Estuarine Watershed N 1 Board of Health Regulations. 10 / 8.All Piping to be Scb.40 PVC. I // // `") I 1 t` dp 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum FLOOD ZONE: Sump of6". 1 i � . Zone: B 10.Septic Tank shall be a 2,500 Gallon,with 2 Compartments Community Panel No. The First Compartment Shall Have a Volume of Not Less Than 1,540 Gallons and the Second ofNot Less than 770 Gallons. LOCATION MAP 11250001 0018 D The ^ Compartments Shall be Interconnected by a Minimum 4 0 2 to I 1 1 \ 1"__Z OQOf' Jut y 2, 1 s92 Vented Inverted v_shaped Pape with a Gas Baffle on the outlet Q / �' 50' 0 YSTER�ARBORS INC. SETBACK 1 r I 11.The Separation Distance Between the Septic Tank Inlets and W U Lji I ASSESSORS REF: Outlets Shall be No Less than the Liquid Depth.Inlet Toes Shall Extend 1 ! I a Minimum of 10"Below the Flow Line.Outlet Tees shall Extend 4" 0 I \ Z. Ma 051, Parcel 020 Below the Flow Line,and Shall be Equiped With a Gas Baffle fff...���� P PERC TEST: 13,203 LOT 188 / 1U PERFORMED BY:SULLIVAN ENGINEERING,INC 'SpiS' I r 73,59 7 S.F. / E JOHN O'DEA,P � / / SOIL EVALUATOR NO.-2911 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE I I I® o FEBRUARY 25,2011 TEST HOLE- I EL.13.50 TEST HOLE-2 EL.12 80 TEST HOLE-3 EL.14.80 TEST HOLE-4 EL.15.40 1 I / -2 O LAYER IOYR M2 O LAYER 10YR 3/2 O LAYER 10YR 3/L O LAYER iOYR 3/2 I VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN � � 6° ORGANICS W/SANDY LOAM 13.00 3" ORGANICS W/SANDY LOAM 12.55 4" ORGANICS W/SANDY LOAM 14.47 5" ORGANICS W/SANDY LOAM 14.98 . AE LAYER 10 YR a12 AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 / DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN / W Q O / / N \ I 14" SANDY LOAM 12.33 15" SANDY LOAM 11.55 13" SANDY LOAM 13.72 13" SANDY LOAM 14.32 / \ B LAYER IOYR 416 B LAYER lOYR 4/6 B LAYER IOYR 4/6 B LAYER 10YR 4/6 i \ OCO DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN 24" LOAMY SAND 11.50 0" LOAMY SAND 10.30 30" LOAMY SAND 12 30 LOAMY SAND 12, I \ 6) f A4�pO / J` j { n C LAYER 2.5Y 616 C LAYER Z SY 6/6 C LAYER 2.SY 6/6 C LAYER 2.5Y 6✓6 \ / V • OLIVE YELLOW OLIVE YELLOW OLIVEYELLOW OLIVEYELLOW ; ' 10 J t70`s�O ' f MED SAND MED SAND MED SAND MED SAND 6" PERC TEST 10s0 33" PERC TEST 12.05 TH-4 J 25 GALLONS IN I 1 MiN 25 GALLONS IN 6S MIN \\ \ PERC RATE<2 MINAN(LIAR-0.74) 3.5 120" 2.80 120" PERC RATE<2 MiNAN(LTAR=0.74) 4.80 12 " 5.40 i m ' /120" NO GROUNDWATER ENCOUNTERED NOGROUNDWATERENCOUNTERED NOGROUNDWATERENCOUNTERED NO GROUNDWATER ENCOUNTERED /' PERC TEST: 7,323 I ! I QP �� 00 /-PRO / Q PERFORMED BY:BARTER&NYE,INC. PERFORMED BY:SULLIVAN ENGINEERING,INC I \ I UT STEVEWILSON,P.E.' t i \ IN ,o jCLEANO WITNESSED BY:JERRY DUNNING.-TOWN OF BARNSTABLE QO FEBRUARY 25,2001 1 \ 2 -1 O PRO - _ I 1O•_, I.,1 / SEPTIC JiINE 15,1989_ Fnish Grade � ` \ TEST HOLE-5 EL.13so TEST HOLE-6 EL.1220 \ TANK CH O LAYER IOYR 3n O LAYER 10YR 3n 3 Max. \ \ PORCH 9` Min Compacted FOI Filter \ / ry VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN I � I 1 Q \ / C71\ ! _\ ",...,. ORGANICS W/SANDY LOAM ORGANICS 11.95 Fabric \ q 0 \ AE LAYER 10 YR4/2 E LAYER 10 YR 5/3 TP And/Or n r 10 \ \ O 0 0 ' dJ DARK GRAYISH BROWN BROWN ea Stone \ \ �\ 1 `� Kin SANDY LOAM 7" ORGANIC MATERIAL W/SOME SAND 11.62 \ i B LAYER 10YR 4/6 B LAYER IOYR 5/6 LEACHING D uble Wash d 1 lm!) �\ 0 _ I DARK YELLOWISH BROWN YELLOWISH BROWN . CHAMBER tone 24" LOAMY SAND 32" CARSESND •53 I \ \ D I 0 Z) TH-51 ` \ \ ` C LAYER 2.5Y 616 C LAYER IOYR 614 mm SLAB OLIVEYELLOW LIGHT YELLOWISH BROWN 4 - 10 II MED c TEST AM COARSE SAND � �� EL. 13.83 I K. \ I 126" PERCRATE<2MINI1N(LTAR-0.74) 3.00 120^ 2.12 CROSS SECTION OF CHAMBER J I 1 1,211O �\ OSED \ SET�� \ ) ( I \ 1 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED / 1 ` PRO WAY '� 30.. r N IOO •: t� \1 I NOT TO SCALE '" SITE PASSED / cR \ 1 DR r \ \ T.C• \\ = I 7ELEPHONE R'150 _ .r ` -' ..12 - -� \ 6'M'� .68 \' } I 19 See Note 6 (typ.)EL 14.00 t II / \ 13 -P � ) 0 >1 0 �•NCO �'� •• 1 �1 Flow£uilizers ' �'�+ 8 9 A7E7i OATE \ 6.North Myer �' As Required � . CABLE BOX i ,� -.� I � �EL 12.25 EL 2500 Callon Com rtmen 1 Ton FL. 10.25 ° Pool House Invert Septic Tank v �Q,p I \ I \ I 1J EL. It.75 H-20 D-Box SEE NOTE 10nDE� South invert EL 10.75 \ / Leeching C \¢O 3^ - \ To Be installed On f t2ramber Installer To stable ompacmpoc ose ConRrm Ail Prior Bedding."7"s, :.............:..............................................., _ ' An Work >5:;': s;;;:::::••:• ,� S 0- To Y Inspection Port. :"1i 4►t riteriEet.:;t duriif bp2ti • dr eaffeis ;: :A7Is tlrisiisTiia+7ir............................iVllf as Per Title 5 N D ii1 'tJ1t[iri ttiliiiiff i;•'i :#f)i>;: ai3eiX EL 2.12 � PeerH Cr tY r Tae s DEVELOPED PROFILE OF SYSTEM NOT TO SCALE Wetlands Add Wetland Line Date: 08115 11 Flagged By'� f REVISION: t1 date DwellingFootprint Per 06110 House Plans Date: 08 02 11 8r 12 1Ii� TITLE: PREPARED BY.' PREPARED FOR: NOTES: Site Plan Proposed Improvements Sullivan Engineering Inc. CapeSury Frederick W Wri htson 111 1.) The property line information shown was 1 7 Parker Road " g , compiled from available record information. Z w t PO Box 659 & Lois '. Wrightson H Osterville, MA 02655 Osterville MA 02655 n 2.) The topographic information was obtained ~ 390 Grand Island Drive (508)428-3344 (508)428-9617 fox (508) 420-3994 (508) 420-3995 fax G 108 O ster Harbors from on on the round survey performed in 2001. capesurvOcapecod.net OS terVi le, MA o2655 g y ...L Barnstable (Oyster Harbors), Mass. 3. The datum used is NGVD '29, a fixed mean Draft: JOD Field: 30 0 15 30 60 120 sea level datum. DATE March 24, 2011 SCALE: 1" = 30' Review: PS Comp.: Project: __ 98095__ - -__ _Proiect;