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HomeMy WebLinkAbout0118 COMMERCE ROAD ry M 'ell 9A . ....... 7N '7 "7 TOWN OF BARNSTABLE 1 0 � P/ Area S,9• , F 18, 183f S.F. 63.3' 0.4f Ac. ' 52.0' ' \ 34.p' / 24.0' l z ° Exis t. Fdn. 8 0' ' TOF=12. 1 1^ (NA VD88) Gar. ry/�n�• �,,� I / 74 O' N O 16.0' 14.0' LJ O N f 105.0 _ _ t S 7$°34 39 ROAD EOM MERLE � STREET ADDRESS: #118 COMMERCE ROAD TOWN OF BARNSTABLE ZONING ASSESSORS MAP 319 PARCEL 40 BY—LAW OWNERS: DANIEL AND SUSAN SPURLING DEED REF.: BK. 28284 PG. J20 ZONE : RB SETBACKS FRONT = 20' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SIDE = 10' KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION REAR = 10' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. FA`�OFMASS TERRY cy°��, "AS-BU/L T" NN THE DWELLING DEPICTED ON THIS WARNER `o PLOT PLAN PLAN WAS LOCATED ON THE GROUND No.38721 IN BY SURVEY ON APRIL 6, 2015 AND ' S1� BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE OF LOCATION. / SCALE: 1"--40' APRIL 7, 2015 //s THIS PLAN /S FOR PLOT PLAN y/7 TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 LONG ROAD RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645 OR ESTABLISHING PROPERTY LINES. (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 15-251AS TOWN OF BARNSTABLE BUILDING PERM U G ICATION Map Nq Parcel i Applicatio n# Health Division Conservation Division Permit# ( d_1 3 Tax Collector Date Issued /— Treasurer Application Fee �'S�� 6X> Planning Dept. Permit Fee >`bl5 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Stre t Address I is con, �t�' d Village Owner ( &) l� l�� Address �, ��'� TelephoneIS� 1^ Q � Permit Request V �lU.� r► 000 r it9YMA C c/ 4uare feet: st floor:existing ( proposed 2nd floor:existing fl/ 1 proposed Total newoO Zoning District ��� Flood Plain Groundwater Overlay Project Valuation 1 Construction Type ( Lot Size ® q Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family I/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Hig� py: VYes.,, ❑No Basement Type: ❑Full ❑'Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 1� Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new �► Number of Bedrooms: existing new rz Total Room Count(not including baths):existing new First Floor Room ount Heat Type and Fuel: id Gas ❑Oil ❑ Electric ❑Other Central Air: ®'Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing, ❑new size Barn:❑existing ❑new size Attached garage:❑existing Wr'n"ew 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 BUILDER INFORMATION i� p gin* ,�_ (�� Name Telephone Number Address -'uN License#�ml Home Improvement Contractor# 131 —1 ' I Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7b SIGNATURE DATE I r I� 5 1 FOR OFFICIAL USE ONLY: PERMIT NO. " • r DATE ISSUED : MAP/PARCEL NO. ADDRESS VILLAGE OWNER r } • r DATE OF INSPECTION: FOUNDATION r iy( 1 I • Z FRAME r r INSULATION FIREPLACE -ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ FINAL BUILDING I DATE CLOSED OUT i ASSOCIATION PLAN NO. 4 4 r. �ttio Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9 MASS. FoA. (508) 862-4038 Certificate of Occupancy Application Number: 201500261 CO Number: 20150230 Parcel ID: 319040 CO Issue Date: 12107115 Location: 118 COMMERCE ROAD Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: PATRIOT BUILDERS Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed o SINE TOWN OF BARNSTABLE ;!Wing � � 201500261 BARNSTABLE, Issue Date: 01/23/15 Permit 9 MASS. GpAr16 A319. A�� Applicant: PATRIOT BUILDERS Permit Number: B 20150156 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/23/15 [Location 118 COMMERCE ROAD Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel, 319040 Permit Fee$ 1,530.00 Contractor PATRIOT BUILDERS Village BARNSTABLE App Fee$ 100.00 License Num 072814 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD A NEW SINGLE FAMILY DWELLING WITH 3 BEDROOMS,2 THIS CARD MUST BE KEPT POSTED UNTIL FINAL BATHS AND 1 CAR GARAGE-SMOKE DETECTORS ARE INCLUDEB INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SOUZA,EDWARD JR TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 39 LAKEFIELD RD INSPECTION HAS BEEN MADE. SOUTH YARMOUTH,MA 02664 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY-ANY STREET,ALLEY.OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS O W UBLIC PROPERTY,NO.. SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,,MUST BE APPROVED BY THE JURISDICTION.V STREET OR ALLEY.GRADES AS WELL AS DEPTH AND LOCATION OF - LIC SEWERS.MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.'THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANYAPPLICABLE SUBDIVISION RESTRICTIONS. - MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). , -- "�-v�'.� a � ® • � 1 � > • � � ® � �, �, S tea">.�.�" .;,is r . .., , TEE WK BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3/15 1 ",ad6-Af aK�-3o-/s/��/� , 6 /rrie Gwen -7- ,> 7—1 S �S ��' 1 Heating Inspection Appro Is E. gi Dept �5 Fire Dept �1 �,�� S. 2 Board of Health PROJECT NAE �VhQ M (Ze`Jo ADDRESS: PERMIT# d l L 1 PERMM DATE: 3 . M/P: Jl LARGE ROLLED PLAN$ ARE IN: X . i 1a3 - SLOT � - - Data entered m MAPS program on: Z Z BY: / files/dorms/archive. December 23, 2014 Town of Barnstable Office of the Commissioner of Bldgs 200 Main Street Hyannis, MA 02601 To Whom It May Concern: Please be advised that I have contracted with Patriot Builders to demolish the existing dwelling and construct a new dwelling at 118 Commcerce Road in Barnstable Village and grant them permission to file for all permits on my behalf. Sincerel Daniel Spurling BeamChek v2011 licensed to:Patriot Builders Reg# 1194-67421 118 Commerce Rd Beam over Kitchen&Foyer Date: 1/12/15 Selection (2)1-3/4x 14 2.0E BC Versa-Lam 2800 Lu=O.O,Ft Conditions NDS 2005 Min Bearing Area R1=4.8 in2 R2=4.8 in (1.5)DL Defl= 0.32 in Data Beam Span 18.0 ft Reaction 1 LL 2340# Reaction 2 LL 2340# Beam Wt per ft 12.59# .Reaction 1 TL 3623# Reaction 2 TL 3623# Bm Wt Included 227# Maximum V 3623# Max Moment 16305'# Max V(Reduced) 3154# TL Max Defl L/240 TL Actual Defl L/309 LL Max Defl L/360 LL Actual Defl L/564 Attributes Section in3 Shear(in 2) TL Defl in LL Defl . Actual 114.33 49.00 0.70 0.38 Critical 71.09 16.60 0.90 0.60 Status OK OK OK OK Ratio 62% 34% 78% 64% Fb psi Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2800 285 2.0 750 Adjusted Values 2752 285 2.0 750 Adjustments CIF Size Factor 0.983 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:260 Uniform TL: 390 =A j Uniform Load A 0 0 R1 =3623 R2 =3623 SPAN= 18FT Uniform and partial uniform loads are Ibs per lineal ft. ,`� 5 �� l rya �571 57 f { Massachusetts Department of Environmental Protection Provided byMassDEP: — Bureau of Resource Protection-Wetlands MassDEP File#:003-5241 WPA Form 5 - Order-of Conditions eDEP Transaction 4:706509 Massachusetts Wetlands Protection Act M.G.L. c. 131,-§40 City/Iown:BARNSTABLE A. General Information 1. Conservation Commission- BARNSTABLE: 2. Issuance a. r OOC, b.C "" Amended OOC e a.First Name DANIEL P.AND SUSAN M., b.Last Name SPURLING c.Organization d.Mailing Address 55 REDWOOD CIRCLE e.City/Town MASHPEE f.State MA g.Zip.Code a.First Name DANIEL P.AND SUSAN M. b.Last Name SPURLING c.Organization d.Mailing Address 55 REDWOOD CIRCLE e.City/Town MASHPEE f.State MA g.Zip Code 02644 a.Street Address 11'8 COMMERCE ROAD,BARNSTABLE VILLAGE b.City/Town BARNSTABLE c.Zip Code , 02630 d.Assessors Map/Plat#319 e.Parcel/Lot# 040 ` f.Latitude 41.70752N g.Longitude 70.2939W a.County b.Certificate., c.Book d.Page BARNSTABLE 28285 320, F s r 4 7 Dates a.Date NOI Filed: 11/3/2014 b.Date Public Hearing Closed: I 1/18/2014 c.Date Of Issuance: 12/5/2014 a.Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: ' d.Revised Final Date: e.Scale: SITE PLAN BASS RIVER THOMAS J.MCLELLAN,P.E. 10/28/2014 ENGINEERING.. B. Findings r - md ursuarit to the Massachusetts;Wetlands Prot' t 1 mgs Page l of 9 *ELECTRONIC COPY FPAR1%tNT OF HOMELAND SECUR F DE�ALEMENCY MANAGEMENT AG NCY ELEVATION CERTIFICATE OMB No. 1660-0008 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Daniel and Susan Spurling Policy Number: A2. Building-Street Address(iriclu_din Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIL Number: �11.8,C—ommerce Ro_adg17 City Barnstable State Ma ZIP Code 02630 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Map 319 Parcel 40 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude:Lat. 41 707593 Long.-70.293833 Horizontal Datum: ❑NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1946 sq ft a) Square footage of attached garage 384 sq ft b) Number of permanent flood openings in the crawlspace 10 b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 2000 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? N Yes ❑No d) Engineered flood openings? ❑Yes N No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 61. NAP Community Name&Community Number B2.County Name B3.State Barnstable 250001 Barnstable I MA B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8.Flood Zone(s) B9. Base Flood Elevation(s)(Zone Revised Date AO,use base flood depth) 25001 CO558 J 07/16/2014 07/16/2015 AE 12 610.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89: ❑FlS Profile N FIRM ❑Community Determined ❑Other/Source: Bll.Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 N NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes N No Designation Date: / / ❑CBRS ❑OPA SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* N Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,Vl—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO.Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized. LeiCa GS 14 GPS Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 N NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 10 4 N feet ❑meters b) Top of the next higher floor 13 1 N feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) NA . ❑feet ❑meters d) Attached garage(top of slab) 11 5 N feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 12 0 N feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9 . 9 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 10 9 N feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 10 6 ®feet ❑meters 'E structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. pF 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ���ZN 9 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a TERRY Gip ©Check here if attachments. licensed land surveyor? ®Yes ❑No ANN S ' Certifier's Name License Number �R Terry Ann Warner 38721 Title Company Name Professional Land Surveyor Warner Surveying Address City State ZIP Code 22 Lonq Road A Harwich MA 102645 Signatur Date Telephone-MIUM. q ALJLQ4�2- 12/03/2015 508)432-8309 FEMA Form 086-0- 3(Revised 7/12) See reverse side for continuation. Replaces all previous editions. • /, `A I ELE,,ATIL%CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suhte,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: Commerce Road City State ZIP Code Company NAIC Number: Barnstable Ma 02630 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments New house on subgrade crawl space with attached garage. No machinery in the crawl space. Air conditioning unit outside is at lowest elevation or machinery. I here are 10 engineered o0 openings In the crawl space oun a Ion for a total of 2000 sq.In. There are no flood openings in the garage. Flood zone is AE(el. 12)Elevations and latitude and longitude obtained using Leica GS 14 GPS equipment,MTS RTK. Signature Date 12/03/2015 VUL I wwhull SECTION E—B DING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items El-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AD. G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4. Permit Number J G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' tIS !0 1D Q Check Compliance 1.1 SCOPE t WindSpeed(3 sec. gust).................................................................. .................................................110 mph ✓ WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories i✓ RoofPitch ..........................................................................(Fig 2) ........................................... kl Z<_ 12:12 —Leff-' Mean Roof Height ..............................................................(Fig 2).................................................eft <_33' BuildingWidth,W ...............................................................(Fig 3).................................................5 ft <_80' ' BuildingLength, L ..............................................................(Fig 3)................................................._A ft <_80' Building Aspect Ratio L/W ....................................(Fig 4 Nominal Height of Tallest O ening2 ...................................(Fig 4)................................................ $<_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.............................................................................................................................. ConcreteMasonry ..................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... in. _AZ Bolt Spacing from end/joint of plate ............................(Fig 5)...................................... in._6"-12" is Bolt Embedment-concrete.........................................(Fig 5).................................................-7 in.>7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_ 15" PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x Ya" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................vAft<_ 12' ✓ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d Nk_ FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)......................... ... ... . Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. J� Floor Sheathing Fastening..................................................(Table 2)..jf�>d nails at-ZP in edge/ t_Z.in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft s 20' t/ Wall Stud Spacing (Fig 10 and Table 5)................... in. <_24"o.c. ✓ Wall Story Offsets ........................................................(Figs 7&8)............................................—ft <_d P 4.2 EXTERIOR WALLS' Wood Studs ✓, Loadbearing walls........................................................(Table 5)..............................2x_!:g, ft P in. Non-Loadbearing walls................................................(Table 5)..............................2x,,Ce--eft-j? in. Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. ✓ WSP Attic-Floor Length................................................(Fig 11)........... :................... .............. ft>_W/3 A/Y� Gypsum Ceiling Length (if WSP not used)...................(Fig 11)............................................�ft>0.9W t✓ and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)................... e.,VL4,g/. .,71.0. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays A_ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).......................................!!t ft Splice Connection(no. of 16d common nails)..............(Table 6)...........................................................Zo �� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 f Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7).................................................... 2- 1/ Non-Loadbearing Wall Connections / Lateral (no. of 16d common nails)................................(Table 8)........................................................ 2— t/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................-A ft !2 in.<_ 11' 1"-, Sill Plate Spans ........................................................(Table 9)..................................--;L ft__0 in.< 11, t/ Full Height Studs (no. of studs) ...................................(Table 9)........................................................—a ✓ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. ft_':�)in.<_ 12' t✓ Sill Plate Spans...........................................................(Table 9)..................................�ft min.s 12" Full Height Studs (no. of studs)....................................(Table 9)........................................................ ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .............................................................................. 6.8„ SheathingType..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................_ 6 in. Field Nail Spacing..........................................(Table 10)................................................. /Z_ in. JC' Shear Connection (no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10)....................................................i% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L /� `f Nominal Height of Tallest Opening2........................................................................ 6'8" LI-1, SheathingType..............................................(note 4)...................................................... -leff' Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ (o in. Field Nail Spacing..........................................(Table 11)................................................._Lin. Shear Connection (no.of 16d common nails)(Table 11)........................................................; � _1 Percent Full-Height Sheathing.......................(Table 11)...................................................�% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ t� 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓' Roof Overhang ................................................... (Figure 19)..............e,-t<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 7 Uplift................................................(Table 12)............................................U=�plf ✓ Lateral.............................................(Table 12).............................................L=_Jj!�plf Shear........................ . . . . ...... . .....(Table 12)............................................S= Z 1 plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)......... ....................T==plf Gable Rake Outlooker......................................... (Figure 20)..............& 41<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors - -- Uplift................................................(Table 14)................................... Lateral (no. of 16d common nails)...(Table 14)......................... .............L=26 lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and.59) ............ Roof Sheathing Thickness........................................... ..............................................jL2,in.>_7/16"WSP Roof Sheathing Fastening............................................(Table 2).......................................................... J� Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs-per Figure 18a-and Figure 18b - - - - 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 l '4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of Sd staggered at 3 inches on center per figures below :Vertical and Horizontal Nailing for Panel Attachment •-WHEN THIS EDG@ FMM ON FIR MINGILAMMA44 ATBb.c :N__--_T_IP 11 1 11 Il C 1 it Il I1 � 11 v1,1,E 1 ', Ir F 11 Ir a II a 11 11 1 Ed m 4$ 1i z It 11 Ir g 1 +Z n 11 le oQ a Ir 1 :1 X, II /1 Ir ul 1 0. U if J 1 1 ~ 1 I I1 11T I I 3 1 I 1 11 rl 11 1 1 Ll I y • 11 ll ------ 11 11 1 DOUM E£Dry WAILSPACWG See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone 4 Massachusetts Checklist for Compliance (7so CMx 5301.2.1.1)` , 1 1 V ♦� 1 �r I; 0 FRAFANG MEMBM EDGE ATE " 1 1 � V M!L i / 1 1 7'MN SS'AGGEREfl �i NAIL PATTERN PANEL PANEL EDGE DOUBLE NAIL®GE SPA=G DETAL Detail Vertical and Hotizontal Nailing for Panel Attachment REScheck Software Version 4.6.0 Compliance Certificate Project Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,944 M Glazing Area 15% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 118 Commerce Rd Patriot Builders Barnstable, MA 537 Route 28 Harwich Port, MA 02646 508-430-0771 Compliance: 4.4%Better Than Cade Maximum UA: 250 Your UA: 239 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home. Envelope Assembliies Gir6s�Area Glazing Assembly or Cavity Cont. r Ddor UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,269 49.0 0.0 0,026 33 Ceiling 2: Cathedral Ceiling 600 38.0 0.0 0.027 16 Wall 1: Wood Frame, 16" o.c. 2,016 21.0 0.0 0.057 96 Window 1:Wood Frame:Double Pane with Low-E 284 0.300 85 Door 1: Solid 21 0.160 3 Door 2: Glass 21 0.300 6 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been d d to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirem - s In a check Inspection Checklist. 111211 Name-Title natRU Date Project Title: Report date: 01/12/15 Data filename: Untitled.rck Page 1 of 8 REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ',Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the (� ;building envelope. ❑Not Observable ❑Not Applicable 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ; icompliance with the IECC ,Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr i Btu/hr �❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: bNot Observable gj Manual J or other methods i i approved by the code official. Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: Untitled.rck Page 2 of 8 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation T]Does Not J and extends a minimum of 6 in. below ; grade. ❑Not Observable 1 ❑Not Applicable ; 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 13.1 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: Untitled.rck Page 3 of 8 f Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- U- ;❑Complies j See the Envelope Assemblies 402.3.4 i :❑Does Not :table for values. [FR1]1 ;❑Not Observable j ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1average). ❑Does Not ;table for values, 402.3.3, 402.3.6, :❑Not Observable 402.5 I ; ; ;❑Not Applicable ; [FR2]1 1 i I I 303.1.3 j U-factors of fenestration products ❑Complies [FR4]1 !are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 hnstalled per manufacturer's ❑Does Not ;instructions. []Not Observable ❑Not Applicable 402.4.3 1 Fenestration that is not site built ❑Complies ; [FR20]1 !is listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA101/I:S.2/A440 or has infiltration rates per NFRC []Not Observable 1400 that do not exceed code []Not Applicable ;limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies [FR12]1 insulated to >11-8.All other ducts R R_ ;❑Does Not ;in unconditioned spaces or ; ; ; loutside the building envelope are; ; ❑Not Observable 1 insulated to>--R-6. ;❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 !air handlers, and filter boxes are ❑Does Not ;sealed. []Not Observable 1 ❑Not Applicable. 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ; ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 above 105 °F or chilled fluid's ;❑Does Not J below 55°F are insulated to >—R- 3 ; :[:]Not Observable ❑Not Applicable 403.3.1 ;,Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not , ❑Not Observable ; []Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]2 >R-3. UDoes Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 IlLow Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: Untitled.rck Page 4 of 8 Se4tion Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: Untitled.rck Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values I ❑Does Not U provided. ❑Not Observable ; ❑Not Applicable 402.1.1, lWall insulation R-value. If this is a;. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E ;wall insulation on the wall 0 Mass ❑ Mass bNot Observable [IN3]1 ;exterior,the exterior insulation ; ; ; (j Steel!requirement applies (FR10). i❑ ❑ Steel ❑Not Applicable ; ; 303.2 ,Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. []Does Not ' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: Untitled.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ,❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; Steel ❑ Steel UNot Observable 402.2.6 ! ; [FI1]1 ! ; ; ;❑Not Applicable ; 303.1.1.1, ,Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not , [FI2]1 ;Blown insulation marked every to 1300 ft2. []Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. 1[]Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ,❑Complies [FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ,❑Complies ; [FI17]1 lach in Climate Zones 172, and ;❑Does Not 1<=3 ach in Climate Zones 3-8. ;❑Not Observable ; :,[]Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ❑Complies ; [FI411 !cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in []Not Observable. !tests, verification may need to ; ,❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1 !by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable , ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not U ❑Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [F110]2 on heat pumps. ❑Does Not 119) ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or []Does Not J accessible manual controls. ❑Not Observable ; ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable , 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. !Does not apply to low-voltage ❑Not Observable f !lighting. ❑Not Applicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: Untitled.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not []Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not .J ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not E systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) -3. Low Impact(Tier 3) Project Title: Report date: 01/12/15 Data filename: Untitled.rck Page 8 of 8 2012 0 ECC Energy Efficiency Certificate • alm z Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): r e = '• _. a m..x _ Window 0.30 Door 0.16 •. . • . - l Al Heating System: Cooling System: Water Heater: Name: Date: Comments f Pk 28284 P=ZM J 4133013 • 0 e7-2S-2014t a 12: 2Sa -A MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 07-25-2014 8 12:25pa Ctlos 572 Doc:: 33013 Fee: $11231.20 Cons: $360000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Dates 07-25-2014 a 12:25pm Ctla: 572 Doc4s 33013 Fee: $972.00 Cons: $360000.00 MASSACHUSETTS QUITCLAIM DEED We,Sylvester Maloney and Donna Maloney,married to each other,of Cummaquid, Massachusetts, for consideration paid,and in full consideration of THREE HUNDRED SIXTY THOUSAND AND 00/100 Dollars(U.S. $360,000.00)grant to Daniel P. Spurling and Susan M. Spurling,Husband and Wife as Tenants by the Entirety, of 55 Redwood Circle,Mashpee,MA 02649 with quitclaim covenants the following property in Barnstable County,Massachusetts. The land, together with the buildings thereon, situated in Barnstable, Barnstable County, Massachusetts bounded and described as follows: Beginning at the Southwest corner of the granted premises at a bound on Commerce Road; Thence running North 30 degrees East by land formerly of George Cobb to Bay Road so-called; Thence running Northeasterly by Bay Road to land of Gibbs; Thence running South 51 degrees 55'East by land of said Gibbs,one hundred seven(107)feet,more or less,to land of Clark; Thence running South 38 degrees 15'West by land of said Clark to Commerce Road; Thence running Northwesterly by Commerce Road, one hundred seven and 10/100 (107.10) feet, more or less,to the point of beginning. The herein named grantors waive, under the pains and penalties of perjury any and all rights of homestead in said premises, whether created statutorily or otherwise and further state that there are no other persons entitled to rights of homestead in said premises. For grantor's title,see the Deed recorded at the Barnstable County Registry of Deeds in Book 27334, Page 210. Bk 28284 Pg321 #33013 Witness my hand and seal this 3.5 day of July 2014 Donna Maloney COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this aSS day of July 2014,before me,the undersigned notary public,personally appeared Donna Maloney,proved to me through satisfactory evidence of identification, which was or[ I ,to be the person whose name is signed on the preceding or attached document,who swore or affirmed to me that the contents of said document are truthful and accurate to the best of her knowledge and belief and acknowledged to me that she signed it voluntarily for its stated purpose. �y x�ws,1! Notary Public: y;•;�rw�F. k�§d #��€r§ M Commission Expires: �sr �ei�e� Y p � .s r;x PROPERTY ADDRESS: 118 Commerce Road Barnstable,Massachusetts 02630 Bk 28284 Pg322 #33013 u Witness my hand and seal this 1t day of July,2014. S ester Maloney COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this 1Z day of July,2014,before me,the undersigned notary public,personally appeared Sylvester Maloney,proved to me through satisfactory evidence of identification, which was' ] or[ ] to be the person whose name is signed on the preceding or attached document,who swore or affirmed to me that the contents of said document are truthful and accurate to the best of his knowledge and belief and ackno g to§=it voluntarily for its stated purpose. Notary Publi : My Commission Expires: 8WAu 1p, PROPERTY ADDRESS: & STEPHAN DANIEL CAHILL Notary Public COMMONWEALTH OF MASSACHUSEM My comrnlulon Cxplres August 17,2a18 BARNSTABLE REGISTRY OF DEEDS II Qrc y KEY: G�POgP S�NSE�LN. EXISTING CONTOUR: PROPOSED CONTOUR: ............• 24' 16' 0* EXISTING SPOT ELEVATION: 25.5 P• --� Q� PROPOSED SPOT ELEVATION: kj5j O TEST HOLE: DECK 14 14' UTILITY POLE: -p- a p� FENCE LINE: - � eK` h 24' 01 c m� N HYDRANT: -6- li a eo Z� RETAINING WALL: ® o� ,��, ' 34 LOCUS P` '� ,�°' l /OS69 66039 tk PROPOSED COMMERCE RD P,' I itRa��b � 17 DWELLRINGM 24' e LOCATION MAP i enoe d) (18,183 SF) \ CD �� ASSESSORS MAP:319 PARCEL:40 (9 8 PLAN BOOK:568, PAGE:31 I 1 GARAGE FLOOD ZONE:AE(EL.12) —__ 24 2, � ~— 19' 6.5' PORCH 12' 24' N 14 N y�y ) 2 12' i W ".... PROPOSED DWELLING .- M .................. co DECK I 22.9'_ PROPOSED DWELLING / / N 2p C9 co 10: fl top ndL=12.2 / m GAGE PORCH /4 0 EXISTING DWELLING ,� �.--'� / .,,1� TO BE REMOVED FRpNI %.••• .... AND REPLACED fir' 1 OF PAK TOP pW NOTES: W a�2g� 'I 1,VERTICAL DATUM: NAVD88 TOSS CIS DRIVE TING ; S I 1 p _ QQ 2.MUNICAPAL WATER IS AVAILABLE.REMOVED i 3.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. i 4.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P.L.S.,HARWICH,MA. 36ap1e om (remove) 03 O 5.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. co / EN pPRO-25 X• i lA ant � .►,�� \C9 � � ''••- hYdr -(CN SIN /� 7.6 ELEV=7.45 1 78- 0-I per eedl SITE PLAN 105.0T c cp S BE Aron Edge PaveiB m S Ft0\N 0Ep N-ON EEN 00"\OtA'Vj LOCATION: 1 POT INEBE ROAD 118 COMMERCE RD., BARNSTABLE, MA M ERGE a ' G PREPARED FOR: I \�70 s a�A•o SEWER UNE O t r DANIEL & SU5AN SPURLING 1 F COASTAL BANK FU TOP 7.8 ---------- DATE: 10-28-14 8.6 -r ' r REVISED: 1-4-15 BENCHMARK AT MAG NAIL ((HOUSE LOCATION,ENLARGE PORCH& x r" ]BECK,ELIMINATE CIRCULAR DRIVE) SCALE: 1"=20' ELEVATION=10.83(NAVD88.1 k �` • - ' Y 1 9.0 BASS RIVER ENGINEERING THOMAS J. McLE N, P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 i 508-385-3426 OR 508-364-9048 M14-48