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0045 PILGRIM LANE
'PI _ r ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r- Map 1 Parcel Application ®/ 66 _?_q Health Division Date Issued ✓� '� s Conservation Divisions-' Application Fee Planning Dept. Permit Fee fil .50 t 2-5-06 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village N Owner Tor,(,t Address 2Z Z-5 -6 Telephone _ V_Ctl - �00 2 q50 ?K/- Y. C- Permit Request RE:5k_&1ln bvJ,; q-e- Square feet: 1 st floor: existing -0® proposed 2nd floor: existing proposed Total new 06 Zoning District Flood Plain Groundwater Overlay Project Valuation ! dDD � �� Construction Type 7P Fe-41ae. 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 E�P4o On Old Kin//g's Highway: ❑Yes �Pd11�,a Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other -PA-2-VA RJl PA-P-ti4'C' Basement Finished Area (sq.ft.) / Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new / Half: existing new Number of Bedrooms: 7i existing _new Total Room Count (not in luding baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 16-NQ Fireplaces: Existing New Existing wood/coal stoves ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: 0-existing ❑Jnew�ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: t �- CPA Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �.a Commercial ❑Yes If yes, site plan review# Current Use Proposed Use �? APPLICANT INFORMATION -- (BUILDER OR HOMEOWNER) 7 7—�7v� 7 Name �"V l� �✓ I�Pis �� .44; Telephone Number Address Z� tP ��'� i� W k License # C_ S D 7 ��'� SrJ A& fi�`- �7-wbt� Home Improvement Contractor# Email ✓ Uhl 5 A0�9_0 �-PS�04 oa-S Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L"O� SIGNATURE " DATE Z � r" FOR OFFICIAL USE ONLY APPLICATION# w _ i DATE.ISSUED MAP-/PARCEL NO. ADDRESS VILLAGE. { OWNER �• DATE OF INSPECTION: a FOUNDATION FRAME INSULATION FIREPLACE } ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING QATE-.CLOSED OUT A's. SOCIATION:PLAN NO. r i REScheck Software Version 4.5.0 CNJCompliance Certificate Project RE-BUILT HOUSE FOR Energy Code: 2012 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,064 ft2 Glazing Area 13% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: TONI SMITH BILL WHALEN THOMAS MOORE 45 PILGRIM LANE WHALEN RESTORATION THOMAS A. MOORE DESIGN HYANNIS, MA 22 AMERICAN WAY COMPANY S. DENNIS, MA 02660 949 LONG POND ROAD BREWSTER, MA 02631 . trade-off Compliance: 2.2%Better Than Code Maximum ILIA: 182 Your UA: 178 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,064 38.0 0.0 0.030 32 Wall 1:Wood Frame, 16"D.C. 303 21.0 0.0 0.057 12 Window 1:Wood Frame:Double Pane with Low-E 64 0.310 20 Door 1: Solid 20 0.310 6 Wall 2:Wood Frame, 16" D.C. 298 21.0 0.0 0.057 14 Window 2:Wood Frame:Double Pane with Low-E 35 0.310 11 Door 2: Solid 18 0.310 6 Wall 3: Wood Frame, 16" D.C. 303 21.0 0.0 0.057 14 Window 3:Wood Frame:Double Pane with Low-E 58 0.310 18 Wall 4: Wood Frame, 16" o.c. 298 21.0 0.0 0.057 17 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,064 38.0 0.0 0.026 28 Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CalmTom\Documents\REScheck\WAHLEN-SMITH.rck Pagel of 9 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CalmTom\Documents\REScheck\WAHLEN-SMITH.rck Page 2 of 9 REScheck Software Version 4.5.0 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 Complies? Comments/Assumptions & Req.ID Value Value 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 compliance 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 Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual j or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CaimTom\Documents\REScheck\WAHLEN-SMITH.rck Page 3 of 9 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering.is installed to ❑Complies [FO11]2 protect exposed exterior insulation []Does Not and extends a minimum of 6 in.below grade. ❑Not Observable ❑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) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CalmTom\Documents\REScheck\WAHLEN-SMITH.rck Page 4 of 9 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 See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 -]Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. .❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 .Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC -]Not Observable 400 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 leakage at 75 Pa. ❑Not Observable %❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ;❑Complies [FR12]1 insulated to aR-8.All other ducts R- R_ ❑Does Not in unconditioned spaces or outside the building envelope are _]Not Observable insulated to 2-11-6. ❑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 ❑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 QF or chilled fluids ❑Does Not below 55 QF are insulated to?R- 3 ❑Not Observable ❑Not Applicable 403.3.1 " :Protection of insulation on HVAC -''OComplies [FR24]2 : piping. 'ZIDoes Not *;[]Not Observable ❑Not Applicable 403.4:.2 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 :>_R-3. ❑Does Not J ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CalmTom\Documents\REScheck\WAHLEN-SMITH.rck Page 5 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions 6 Req.ID Value Value 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air 'ODoes Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CalmTom\Documents\REScheck\WAHLEN-SMITH.rck Page 6 of 9 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 ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood []Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ` ' ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions, and ❑Does Not [IN2)1 in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a, R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 11/2 of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN3)1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ 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) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CalmTom\Documents\REScheck\WAHLEN-SMITH.rck Page 7 of 9 o. 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 '❑Not Observable 402.2.E[Fill' ❑Not Applicable �3 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 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. []Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation all-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 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2 'Wood-burning fireplaces have ❑Complies [F[8]2 tight fitting flue dampers and ❑Does Not outdoor air for combustion. ❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [1`I4]1 cfm/100 ft2 across the system or ft2 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. i❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F19)2 installed on forced air furnaces. `°❑Does Not ' '❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed [ Complies [FI10]2 on heat pumps. ❑Does Not _[]Not Observable ❑Not Applicable 401.4:1_ Circulating service hot water ❑Complies [FI11]2 systems have automatic or ]Does Not accessible manual controls. :..,.[]Not Observable ❑Not Applicable 403.5.11. ,`:All mechanical ventilation system ❑Complies [F125]2 :fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CalmTom\Documents\REScheck\WAHLEN-SMITH.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools or []Does Not permanent in-ground spas. ❑Not Observable ":❑Not Applicable 403.9.2 Timer switches on heaters and ❑Complies [FI19]3 pumps serving pools and ❑Does Not permanent spas. ❑Not Observable ❑Not Applicable 403.9.3 Heated pools and permanent ❑Complies [F120]3 spas have a vapor retardant ❑Does Not cover. ❑Not Observable ❑Not Applicable 404.1 75°Yo 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 lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ;❑Complies [F123]3 no continuous pilot light. ❑Does Not []Not Observable []Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not y '❑Not Observable `DNot Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: RE-BUILT HOUSE FOR Report date: 02/02/15 Data filename: C:\Users\CalmTom\Documents\REScheck\WAHLEN-SMITH.rck Page 9 of 9 2012 IECC Energy Efficiency Certificate Insulation Rating R-Value Wall 21.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 Door 0.31 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments r �► Ike COMMOMMam ofmas,wbrrsew � eeat of Iri ►�lAeielde�rte 3 ,y Ail 02111 � K'M�11��VDN/f1�ft Workers Compensadon faun nc*Affdovt -Bvftr9/C0nt Mtorw11fttrfCfa'WPhwbm Name Whalan Restoration Services AdCk=: 22 American Way Ci /Si . South Dennis, MA 02660 508 760 1911 mm� PhonQ A. ! F sr Citeit tbt sp pelsb boa T•(� i.as s emphayac with 4• ❑'fam a 1 Goatracoor and I �'Pe of proms(n9 : hivef hired 6. 12.[3la3ns sole P -dme) the ` (]Now unction �prig"t or pnow. Baited 04 ehr' ship and hero go_a"by Those eub•ac -- 7• Ranodeling ° 8• ❑Daaoution wodting for me in any capscitY• a ^aa ind�n►o rovoikan' [No a►atars'conw-insurance comp,inwrawas 9. ❑Building addition 3.[31 ,❑ 1requilv&I S. 0 We we:a-c-otpondon and-its I O.Q Blactriesl repairs or additions 1naawn doing aU wmk o one arxddronr t! []: nry�el�'INo worloees' �[ or additions • '' axargoo4 pee MOL irn tmoe regairtadl t c. 1 s2; 1(4�;imd aro l no 12.0 Roof repairs 3a.[� I inn a boeeearvoer aping as a ,1No 6s.; 13.(]Other dos(fait to#4) '�►�ptieao't drt ebidtie baor'11t omt.alro QN our iit se��ioa � rCooeraaon:drt �+bai au�r �ei.r �!lie q'41de a"tier°A 'ubart•oiiv sfndswithwkedes ea+�btre�a;fttlrt�i:aoMtiearar t�e�o��r ►aMai6��few wM�yr araor hoer arri�is l�S" s. Q+rr ar tlMittrpnor, �� +tiow big � . ,avNuaer�Or e°liNr �011*4nd14 situ ln3Uf8MC0MpWNww Ace American Insurance Company Policy#or Sw-ins.Lic#: UB`58894542-14 Lxpkadoa Daox 4/1/15 Job Site Z- f� Attaeb a ate►elttt.werla3rs'com C. P CY/34rddZip; Faih�e to lT f j► sod eipiesgoo dsh'°001 mp a rogt�ued nos Secdoti Z3A of MCiL a l s2 u�rt wd to ." )' fu�t up b S1.S00.0©atidiot ono. .X - , @1°mnp°eoO'ogcl pipes of a of 5230�00 R"as a pdi algp in flit of a !'P tO - , a d*y dtia�rtola Be . '� RK OR R a 6ne inva�igodors of t#re DU for a van8cnk ° faasrdedoo rho Olflct of tthts l d�Jiii earl-ice 6 0 I O,o!ktol we ar 8r cow bj►clg►°1 MW o,�t City or Town: IsstiiagAy Peemit/Lkenss N etorlh(circle o"): 1.Board of t&ttt I Bat MIM Department 3.City/'Towa Clem 4.Ekctrk d I. 6.Otheraspeetor S.Plumbing inspector Contest Penn: Phone N: Fm:Theresa MM*f81MLM3--1b:Whalen ResthV.1WkM6eb51n6./3&i 5&itKl6erttFAcffl508769M2 Fax SIWar82/17/15 EST Pg 4-4 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) T, 2ERTIFICATE 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- THE GEBTIFICATE HOLDER, IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and Conditions of the policy,certain policles may require and endorsement. A statement on this Certificate does not confer rights to the certificate holder in Ileu of such endorsements . PRODUCER CONTACT NAME: HUD INTERNAfIONAL NI:W EN PHONE TFAX265 ORLEAN''S RD (NC,ND,Ext): /C,ND): E-MAIL NORTH CHATHAM,MA 02650 ADDRESS; 77GKI� INSURER(S)AFFORDINGCOVERAGF NAIC 0 INSURED 1 INSURER A: ACE AtIF.RICAN INSURANCE COMPANY WHALEN RESTORATION SERVICES,INC. INSURER B: INSURER C: 22 AMERIG\N WAY INSURER 0: INSURER E: SOUTH DENNIS,NIA 026G0 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBF.Rr !i S IS TO C TIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUAEONAMEO ABOVE FOR THE POLICY PERR)D ar01CATE0. NOTWITHSTANDING ANY REOUIREMENT.TERM OR CON017ION OF ANY CONTRACT OR 07HER DOCUMENT WIT H RESPECT 70 WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,711E INSURANCE AFFOn D£O eV T1SE POLICIES DESCRIBED IIE1IEIN IS SUDJECT TO ALL 711C TEnt.15,EXCLUSI DNS AND CONOFTIDNS OF SUCH POLICIES.LPJ.RS SHOWN MAY HAVE BEEN 11EDUCED BY PAID CLAIMS. INSn ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (II,MiOD1YYYYi (MMwO%YYYY) LIMITS GENERAL LIABILITY •ACH OCCURRENCE COMMERCIAL GENERAL LIABILITY CLAIMS A!AOE OCCUR. DAMAGE TO RENTED S PREMISES(Ea occurrence) ED EXP(Any one person) S GEN'L AGGREGATE LIMIT APPLIES PER: PERSONAL dAOVINJURY SENERAL AGGREGATE $ { POLICY PROJECT❑LOC PRODUCTS•COUP/OP AGG S AUTOMOBILE,LIABILITY CQ%IBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL DINNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE S (Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION S A WORKER'S COMPENSATION AND '� WC STATUTORY OTHER EMPLOYER'S LIABILITY YIN U8.58894542.14 04/01/2014 04/0112015 LIMITS ANY CEREMBEREXCLUDR'EXECUTIVE N/A E.L.EACHACCIDENT S 1,000,C00 OFFICEW)dE7dBER EXCLUDED? (hand amy In IIMI E.L.DISEASE-EA EMPLOYEE S 1,000,000 n yes,describe under DESCAIPTIONOF OPERATIONSbetav E.L,DISEASE•POLICY LIMIT S 1,000,D00 DESCRIPTION OF OPERATIONSILOCATtONSNEHICLES/RESTRICTIONSISPECIAL ITEMS 'FIRS REPLACES ANY PRIOR CORTOTCATE ISSUED TO THB CER111MCATE l IOLDER AFFE-17MO WORKERS COUP COVLRAGO. CERTIFICATE HOLDER �� �.... .._ CANCELLATION TONIS\•IIT7-I SHOULD ANY OF THE ABOVE UESCRIOEOPOUCIESSECANCELLED ; 45 PILGRIM LANE BEFORE THE EXPIRATIONDATE THEREOF,NOTICE WILL BE DELIV D I IN ACCORDANCE WITH THE POLICY PROW^ _ Hl'ANNIS,MA 02601 AUTHORIZED REPRESENTATIVE i ACORD 25(2010/05) The ACORD nalna and logo are registered marks of ACORD 196E-2010 A—FII CORPVF-06A�II rights reserved. Restoration Services Inc. Fire, Smoke, Soot,Water Damage&Mold Remediation Services Cleaning Deodorization Reconstruction Specializing in Fire Restoration - All Work Guaranteed Access, Authorization and Direct Payment Request Form I (we) authorize WHALEN RESTORATION SERVICES to perform work as per estimate at property located at 45 Pilgrim Lane, Hyannis, MA 02601 to repair damage caused by fire on 4/20/13 As owner(s) of this property, I (we) understand that I (we) must authorize this work. I (we) hereby authorize WHALEN RESTORATION SERVICES to perform this work and accept responsibility for payment upon completion. I (we) authorize and direct my Insurance Company Mass Prop Ins and Assoc Policy No. 0954743 , to make payments directly to WHALEN RESTORATION SERVICES, Insurance Claim Specialists, for doing this work and to that extent I (we) assign the benefits applicable to this loss to WHALEN RESTORATION SERVICES. I (we) acknowledge receipt of a copy hereof: f,. f OWNER ATED S ` OWNER HA N RES ORATION REP. SIGNED 22 American Way, South Dennis,MA 02660 Phone: (508) 760-1911 • Fax: (508)760-9995 • 1-800-244-2598•E-Mail:restore@whalenrestorations.com Web Page:http://www.whalenrestorations.com OFFICE COPY=WHITE CUSTOMER COPY=YELLOW I 9 Massachusetts Dep erz of � u!^ sa G��e�nurrrrc.rrrnr°crl/�r�^7lir�rrc�r%r((' Board v. Builtding ------Office of Consumer Affairs&Business Regulation r,ass sciiipr�slstt Tarr ME IMPROVEMENT CONTRACTOR �snse: CS-074928 -�= registration: 129244 Type: -1 xpiration: 7/30/2015 Private Corporatio. WILLIAN[WHAW r= lgef- Whalen Restoration Services Inc. 122 POND STREBT BREWSTER AW02631 .. - William Whalen 22 American Way g �X? si,: South Dennis,MA 02660 Undersecretary Cary! isstar - 08110/2016 Unrestricted-Buildings Of any use group which License or registration valid for individul use only contain less tan h 35,000 Cubic feet(991M )Of before the expiration date. If found return to: enclosed Space. Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 Failure to possess a current edition of the Massachusetts ` 7 State Building Code is cause for revocation of this license. Not valid without signature For DPS licensing information visit: www.Mass.Gov/DPS ♦►► $!!¶§O%"=<="Y9= /929«7HD*H9<9H.=GG°>>ZaLo-&4MS PCLXLFont 0024 fthi viedc Qli d Areas: 110 inph W h?d Zaize Hide 0 Wood Coiisfi , ui h; g 12 Nf.assachusetts Checklist for Compliance (780 CINIR 55301.11.1 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................i 10 FvVh WindExposure Category................................................................................................................................ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories ✓ RoofPitch ..........................................................................(Fig 2) ........................................... :,a S 12:12 MeanRoof Height ..............................................................(Fig 2)............................................... .3.. ft -S 33, Building Width,W...............................................................(Fig 3).............................................. :S ............................................... I Aft ao, BuildingLength,L ..............................................................(Fig 3)................................................. .Aft Sao, Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. r,I -S 3:1 Nominal Height of Tallest OpenIng2 ...................................(Fig 4)................................................. 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.............................................................................................................. ............... ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION"3 5/8"Anchor Bob hnbedded or 6V Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general...........................................(Table 4)......... . ................... ...... AP—In. Bolt Spacing from end4oInt of plate ............................(Fig 5)......................................-3—in.:9 6"-12" Bolt'Embedment-concrete.........................................(Fig 5)..................................................J_in.k 7- Bolt Embedment-masonry.........................................(Fig 5)............................................ in.k 16* VA PlateWasher...............................................................(Fig 5)..............................................Z 3"x'3"x Y,* 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... ✓ Maximum Floor Opening Dimension...................................(Fig 6)..................................................-aft S 12' Full Height Wall Studs at Floor Openings less than 7 from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).....................................:..............-a-It :5 d ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)......................................................k1t Sd Floor Bracing at Endwalls...................................................(Fig 9).................................................................. Floor Sheathing Type ........................................................(per 780 CMR Chapter 66).................................. Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55).......................*in. Floor Sheathing Fastening.................................................. (Table 2).._Ld nails at_JZ-In edge in field ei 4.1 WALLS Wall Height Loadbearing walls......... (Fig 10 and Table 5)........................ ft :S10 Non-Loadbearing walls................................................(Fig 10 and Table 5)................. it S 20' Wall Stud Spacing ....... ...............................................(Fig 10 and Table 5)................... (9 in.5 24 o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ V ft Sd 4.2 EXTERIOR WALLS3 Wood Studs Loadbeadng walls.........................................................(Table 5)..............................2x-k- ft 0 In. ✓ Non-Loadbearing walls................................................(Table 5)..............................ajjL- ft JL in. Gable End Wall Bracing' I I FullHeight Endwall Studs..............................vo............(Fig 10).................................................................. ✓ WSP Attic Floor Length................................................(Fig 11).............................................—It kwra Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ ft2o.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 OF truss bays� Double Top Plate - Splice Length ........................................................(Fig 13 and Table 6)......................................'I- ft ✓ Splice Connection(no.of 16d common nalls)..............(Table 6)................................................ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................... Non-Loadbearing Wall Connections — Lateral(no.of 16d common nails)................................(Table 8)........................................................_01,0 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ✓ Header Spans ........................................................(Table 9).................................. .? ft.._Q_in. s 11' Sill Plate Spans ........................................................(Table 9)..................................- . s 11 Full Height Studs (no,of studs)...................................(Table 9).........................................................y�ft in. 20 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. ft 0 in. 12' Sill Plate Spans...........................................................(Table 9)..................................a s ft & in. s 120 Full Height Studs(no.of studs)....................................(Table 9)........................................................ -� Exterior Wail Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening, .............................................................................. i s 6'8- t/ SheathingType..............................................(note 4)...................................................... �==� �1 Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................in. FieldNail Spacing..........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10).�.....v........................................... _ Percent Full-Height SheathingTable 10 ................................................... 5%Additional Sheathing for Wall with Opening 6'8 (Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ.........................................................................i' s 6'8° d/ SheathingType..............................................(note 4)...................................................... $ Edge Nall Spacing.........................................(Table 11 or note 4 if less)........................ in, V Field Nail Spacing...........:....... ....................(Table 11)................................................. Ve in Shear Connection(no.of 16d common nails)(Table 11 Percent Full-Height Sheathing.......................(Table 11).................................................... 2 0� Wall Cladding 5%Additional Sheathing for Wail with Opening>6'8°(Design Concepts)..................... 3:ve Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS / Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)..............J Mr.smaller of Z or U3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= ptf Lateral.............................................(Table 12).............................................L= pff Shear...............................................(Table 12)............................................S=-=pif Ridge Strap Connections,If collar ties not used per page 21... (Table 13)................................T=�M pff Gable Rake Outlooker.........................................(Figure 20)...............A ft s smaller of 2'or L!2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................. able 14 fib. ►� Lateral(no.of 16d common nails)...(Table 14).......................... ...........L=ftIb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 aid 59) ............ Roof Sheathing Thickness.................................................................. .. .................. in.z 7/16°WSP ✓ Roof Sheathing Fastening .......(Table 2)... D�.�►1IIbS..........".k iW Sp a/ .................................... 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 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 wails shall be a minimum 2 in.nominal thickness pressure treated#2-grade. V AWC Guide to Wood Construction in Nigh Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)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 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. Ill. 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 ' •-taaar�eexa:�sota MUMS AT�bC ' .. u � u It of if =i • w a taf ft ii tll h i1 t t O r� t16 �t Ii g .t tr fil u �Y v n n rt � 4t u rt - • Y•7-I� , •Y•Y P1 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment J. C I�:eqtip�, M z l Y� Irma.' n IN elm J � C tnN Rw PANEL o O M II i , f) ��� �•��x����U y�i r`�9 s�� #� � �� ' v i � d.'�;��'�12$'�E`�.f y �t°�,R.1 '+,��1 nt-t Y X T �+,'7� K' M � :x r R �µ.t M S h 1 i `s'$ 1. ? `.� � �'.``{�C" d�✓�.: vt ,.'j4`ai��Sp;./ tt r"fi.�`+��`N ' rrk'`r"��1i� S1„ � '� '4 �4ry`gy' a•' $ �,y�a��`yw t♦ , c I. t� Ef.,�'i se < '� ` `t�.-�.y'� u�,, r ,T�y, �r -, R �'t� "•' '.n0\ y I' !" -"v ¢ .n i {c J?S`a'�A'�,''r' j sj.'u � {"s` t s -!,x N ^� i e•5 ^� !t/}: v ','`+. r„c+`` -�a r f` ...�,�v,,.�ynt H c4.. Cif �" -�. ..�6"}c a a nG. ,c .,'�w", '?mom.. �- s.•'9E s nn �f 6 rt � f '"_�5"",c ,*;ti:;�,�•^� �f �t- r �x` �F;4,r,� ��.� rnr yam+ � � h v y T �y��aa•55��t,may,+ �, 4 T` .\T•� III, iy II ,\�1/ff ynt 5E I .'yt i IA4='C } ... qwMhf it Wn 6 '.•A '� �}, vy R. cQg5i�".yvc �AMIN' LL'v.r�g �5 �`( ��,j,�. k J :. .c ►�-^r�-s''�. ,. f s a AT 9+16�, �' � " -fir t z a+ram, 11 �,y�'3.b� 1•`- .1� _ � g �tT�r 1 'r� ': ,fir tt E�n�"s'.✓ �Jr / "'4'* ,. I`. � �.���" � 4 ':� 7 #: y A _ . 1-4 �c_n l ' WASHINGTON INTERNATIONAL INSURANCE COMPANY LICENSE<OR PERMIT BOND Bond No.9169939 KNOW ALL BY THESE PRESENTS, that we, Whalen; Restoration Services Inc. as Principal, and Washington International Insurance Company, a New Hampshire corporation are held' and firmly bound unto Town of Barnstable as Obligee, in t1.he;penal sum of`Two Hundred Forty 00/100 Dollars'($240:00),good and lawful money of the United States, for payment of which well and truly to-be made; we bind ourselves, and our heirs, executors, administrators,jointly and severally,;firmly by these:presents. WHEREAS, the said Principal has applied to said Obligee for a. license or permit to do business as Street/Road Opening. NOW THEREFORE, THE CONDITION. OF THIS OBLIGATION. IS SUCH, that, if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee;regulating the;business for which license or permit is issued,then this obligation shall be void;otherwise to be and remain in full force and effect. Signed,sealed and dated this t3th dayofMarch,2015. PROVIDED'HOWEVER Z This bond shall continue in force: Until March 13,2016-or until the date of expiration of any Continuation Certificate executed by the Surety.. ❑ Until cancelled as-herein provided; This bond may be cancelled by the Surety bysending notice in writing to the'Obligee,'stating when; not less then.ten days;thereafter,liability shall terminate as to subsequent acts or omissions of the Principal. Whalen:Restoration Services Inc.. (Principal)' B.y. (A .r �(seal) Washington International Insurance Company B - .(seal)' yss' .Michael,Attorney-in-Fact , ; K:� ' NASSURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duty organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Manchester,New Hampshire,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire andhaving its principal office.in:the City of Schaumburg,Illinois,each does hereby make,constitute and.appoint WILLIAM..-L.LABBE,JOHN`J.FEITELBERG,CATHERINE H:LAWRENCE, ANNE M.HIGGINBOTTOM,BARRY J.HORGAN and ALYSSA R..MICHAEL• JOINTLY OR SEVERALLY Its true and lawful Attorneys)-in-Fact,to make;execute,seal and deliver,for and on its behalf and as its act and.deed,bonds or;other writings obligatory in the nature of a bond on behalf of.each of said Companies,as'surety,on contracts of.suretyship as are or maybe required of permitted by law,regulation,contractor otherwise,;provided-that no bond or undertaking or contract or suretyship.executed under this authority.shall exceed.the amount of: FIFTY MILLION W-0,060,000.00)DOLLARS This Power of Attorneyis:granted and is signed by e un der by the'authority`of the following;Resotutiolis adopted by the Boards of Directors of both North American Specialty Insurance Co signed Washington International Insurance Companyat.meetings:duly called:and'held th on the-9. of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice:President,any Vice President;any Assistant Vice President, the Secretary or any.Assistant Secretary be,and each or any of them hereby.is authorized to execute a.Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds;undertakings and all contracts of surety,.and that each or any of them herebyis authorized to attest`to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it'is FURTHER RESOLVED,that the signature of such.officers and.the seal of the Company may be affixed to.any such Power of Attorney or to any certificate relating thereto byfacsimile,and any such Power of Attorney or certificate bearing.such facsimilesignatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to;any;bond,undertaking or contract of surety to which it is attached." ,0Q1piVAV IrK j 4��4' mmaoq ry Gj 0, r,Gy Po . •, sSf ll.. m Steven P.Andersou,Senior.Vim President of Washington International Insurance Company- 2' SEAL 1979 t4 4 y &Senior Vice President of North American Specialty Insurance Company q�y1boN P',y``O Y �. David M.Cayman;Vice President of Washington International.Insurance:Company . &vice President of North American specially Insurance:Company IN WITNESS WHEREOF,North.American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these,presents to be signed by their authorized officers thiS20th day of June 2012 North American Specialty Insurance Company Washington.International;Insurance Company State of Illinois County of Cook -SS:- On this;20th day of June „2012,before me a Notary Public personally appeared` Steven P.Anderson „Senior Vice President of Washington Intemational Insurance Company,and Senior:Vice,PresidentofNorth American Specialty Insurance Company and David M.Layman Vice President of Washington international Insurance Company and Vice Presidentof North American Specialty Insurance Company; personally known tome,who being by me duly sworn.acknowledged that heysigned the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies;. EOr SEAL"SKLENS c:State of Illinois Donna D.Sklens,Notary Public on'Exwm to/06/Iots I;;leffrev Goldberg the duly elected Assistant Secretary of North American Specialty Imurawicer Company and Washington International Insurance Company,do hereby certify thatthe above and foregoing is a.true and correct copy of a Power of Attorney,given by said North; American Specialty,Insurance Company and Washington International Insurancer Company,which is still in full force and effect. IN,WITNESS WHEREOF,I have set my hand and affixed the seals of the Co this 13th day of March 20 15 14 Jeffrey Goldberg,Vice President&Assistant Secretary of �r Washington Intemational Insurance Company&Nonh American Specialty:insurance Company. I 3 •c:- lhby0111 's - k i �" �s w -� c. j (Y � � � � j i oFs, , Town of B Regulatory 9� MASS. $ Thomas F.Geiler, i6;9. AlED MP't A Building l Tom Perry,CBO, Bui 200 Main Street, Hy www.town.barr. Office; 508-862-4038 EXPRESS PERMIT APPLICATI Not Valid without Rei Map/parcel Number Property Address _[_Residential Value of Work Minimum] Owner's Name&Address Contractor's Name Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) 233 -m•" 1 HD -GOCQ m �. z�_' I mm ZOGZ 4T ,� �,�,'°.mrnl•--1 :ova. H 1 .... z3o zzD 'm-0z mmo ' m�;o '� T=z om .,.D 1 rv0 -a-�mF .,Q H I Nm mach om3M zm cm mCD C7CJ NN... F) I t e t ;7,O C71CT7 CFI OD 000 O i - �� -_.OD.'0 CD . I - i t - 3 14 I _[Y TOWN OF BARNSTABLE BUILDING PERMIT APPL CATION c90&C)01 K �- Map Parcel i� Application � 0 Health Division Date Issued Conservation Division L Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street AddressW7 G Village )4v//�" Owner �oN/ Address �- Telephone 1/7 72,3 6 9,5_3 Permit Request D NikVici 2 t`/� Or- �6u34�:` f- SD/J� i dz `D�cvt� �- JD. P-e C e l Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay -Project Valuation Construction Type Lot Size 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 KKing's Highway: ❑Yes Oqo Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other 1p"o— W � i 60-06 / Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) V-1: Number of Baths: Full: existing new Half: existing new Number of Bedrooms: ?i existing —new v%,Total Room Count (not including baths): existing new First Floor Room Count O Heat Type and Fuel: .?Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes (&No Fireplaces: Existing New Existing wood/coal stove: ❑Yes S?No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: C Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # 1 Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 14 Name �s , r �D" S Telephone Number 76� B Address Z Z � ���'��� License # �S 69 7 f, 0 Home Improvement Contractor# yy Email: Worker's Compensation # � � �- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 721 sX 41 SIGNATURE '' lw DATE n FOR OFFICIAL USE ONLY APPLICATION# , DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER A- DATE OF INSPECTION: _ -FOUNDATION, FRAME INSULATION 7 FIREPLACE ELECTRICAL: ROUGH FINAL R' PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. T OWN SOF BARNSTABLE BUILDING PERMIT APPLICATION Map?Jo Parcel Application #� U Health Division Date Issued _ r Conservation Division Application Fee O Planning Dept. Permit Fee Date Definitive�P an Approved t Planning Board Historic - OKH' _ P.eservation/ Hyannis t Project Street Address_'�� ry� `'. Village �y, 1,11.1 - -' Owner �o�/i 5�� �, �' ` �. �" Address Telephone �//7;' �-7Z 3 6 U Permit Request Q C��ti -6 f 004 1z ,,`'1 Gz Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size ` Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Jk, Two Family ❑ Multi-Family (# units) / t Age-of Existing Structure - Historic House: ❑Yes ;No On Old King's Highway: ❑Yes ONo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) -_ / Basement Unfinished Area (sq.ft) Number of Baths: Full: existing l new Half: existing new, .Number of Bedrooms: Z existing —new 4 p Total Room Count (not including baths): existing `7 new '` First Floor Room Count Heat Type and Fuel: -WGas ❑ Oil ❑ Electric . ❑Oth&r j Central Air: ❑Yes (SNo Fireplac6':-Existing New Existing wood/coal stove: ❑Yes .i'No F Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size •Shed: ❑ existing ❑ new size Other: C Zoning Board of Appeals Authorization ❑ Appeal.# Recorded ❑ J � Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use j APPLICANT INFORMATION (BUILDER OR HOMEOWNER)i N `e �Gf �l SIj�iCd1/>�•` S r Telephone phone Number j`>c� 76o , C Address 2 Z ''� �' i " ° �/ ` ` �.S License # C 0 7� / 3 Home Improvement Contractor# Z yy Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE L�— G' BATE r� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. II� ?1ze conlynonwealth of Massachusetts Department of IndFistnal Accidents ' Office,o,f Investigations 600 Washington Street Boston,MA 02111 wn�rv.Frras�govf+'dia nutractor IEIectricianslPlumbers Workers' Compensation Insurance Affidavit:BuildersJC Please Print Legibly �ppl>cant Trtfor,ldatc6n i g2; _ - onlfmdividnal): �Y`�\`e ►..J �2��2��D 1✓ �42 , Lj Name{BusmesstOrg Address: 0 r� t S I I +C>itylStatelZsp: �� Phonelk- Are you an employer?Check the appropriate boa: Type of project(required): �- 4. [] I am a general contractor and I 6. ❑New construction 0 1. I am a employer �— ace hired the sub-c�traetors employees(full andlor part-x►me).* kited iced t attached sheet y- ❑-Remodeling 2.❑ I am a sole proprietor or partner These sub-contractors have S. ❑Demolition ship and have no employees and have workers' working for me in any capacity. employe 1 9. ❑Building addition comp-insurance. INo workers' comp.insurance 5. ❑ We are a corporation and its 10-❑Electrical repairs or additions required-] officers have exercised their 1I..0 Plumbing repairs or additions. 3.❑ I am a homecrIII doing all work right:of exemption.per MGL 1�[]Roof repairs myself[No workers'MV. c.152, §1(4),and we halM no insurance required.]F employees.[No WOZI era, 13.❑Other comp.insurance required.]. •Any appficatrt that checks box 1-1 mast also fill out the sect ionbelow showing their Workew compensation policy information aze sll work surd 1h�hire outside contractor mast submit a nw indicatirro snob t Homeovmaers who submit this affidavit indicating they and state whether or not those®lutes have +Contractors that check this book most attached an additional sheet shoe the name of the sub camtracto-rs they t Provide their workers':comp.policy number. employees. If the sub-contractor have employ ws ey must. I ain all employer t)lat is providing nrorkers con eriscrtiort itisurarrce for my¢nt�ye¢s. Betvtr is 8t¢pdi+7 and job site it forrnatiort. Insurance Company Name: / > Expiration Date: Policy#or Self-ins.Lic. L C dvt L-A-ttlf Cityfstate zip: Job Site Address- the number and ezpiration date).. Attach a copy of the workers'compensation policy declaration page(cane ��osition of criminal penalties of a Failure to secure coverage as required under Section as well as aCirvil peaaltieasnn form lead to the�n ea STOP WORKORDER and a foe fine up to S 1,500.00 andfor one-year imprisonment be forwarded to the Office of of up to$250.00 a day against the violator. Be advised that a copy of this statement may Investigations of the DIA for insurance coverage verification. I _._ f px ............. ...... n I do Iier¢bf�certify under th¢pains arirlpeltaities of p¢►3nry that fits i�i orrriafia+i mt+fecl a e �� d correct _ 3 Si lure: D - O�rcial use,aritj� I�no2 write tan tfirs urert,to ba r�mplet¢d by city artmvri o,�rciaL Permit"cense# City or Toww. issuing Authority(circle one): -tor 5.Plumbing Inspector 1.Board of Health 2.B��Departruent 3.Citylfewn Clerk 4.Electrical Inspec 6.Other Phone#- 6 Contact Person:. Restorati®n Services Inca Fire, Smoke, Soot,Water Damage& Mold Remediation Services Cleaning Deodorization a Reconstruction Specializing in Fire Restoration ® All Work GuarantreeLZ Access, Authorization and Direct Payment RequestForrn l (w.e) authorize WHALEN RESTORATION SERVICES to perform work as DeT, es imaze at property located at 45 Pilgrim Lana, Hyannis, NA 02601 to repair damage caused by fire As owner(s) of this property, l (we) understand that l (we) mast authofte authorize WHALEN RESTORATION SERVICES to perform this work and accep= resc)Onsib payment upon completion, l .(we) authorize and direct my.Insurance Company lass ProD ins Ed �..soc y 0954743 r�l :- e Policy Flo, , to make payments direct y c ` J �.. ,t �ESTOP SERVICES, Insurance Claim Specialists, for doing this work and to that extent ahe I applicable to this loss to W ALEN RESTORATION SERVICES, I (we) acknowledge receipt of a copy hereof: OWNER DATED 4 OWNER 'Y),tNA INRE'stbRATION RED. S!G".\J 22 American Way, South Dennis,MA 02660 Phone: (508) 760-1911 0 Fax: (508) 760-9995 - 1-800-244-2598 - E-Mail: wph PamP- httn-//www.whalenrestorations.coi-n I:Theresa CaMWrla-Xorlal9.-3ial:Kath1een Spt ,l t M-_fe5to%44Tq_n4 SKJAh, k0§ffi760 b1 Fax SMJ9/27/13 EST Pg 4-4 CERTIFICATE OF LIABILITY INSURANCE DATE(MNUDD/YYYYt T .q'WFICATE IS ISSUED AS A MATTE R OF INFORMATION ONLY AND CONhER5 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 &_PRODUCE_PRODUCEB,allD THE CERTIFIC OLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and renditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: HUB INTERNATIONAL NEW EN PHONE FAX 265 ORL.EANS RD INC,No,Exr): (IVC,No): NORTH CHATHAM,MA 02650 ADDRESS: i 77GKF INSURER(S)AFFORDING COVERAGE —NA—ICp INSURED INSURER At ACT.AMERICAN INSURANCE C011PANY W`1 A1._EN RESTORA110NSERVICES,INC. INSURER B: INSURER C: 22 AMERICAN WAY INSURER D: SOUTH DENNIS,MA 02660 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER! REVISION NUMBER: ltJStJIiEO ED THE POLICY ROD( CATE0,NONJ ANdNG IYVYREQURBIIEM,TERftIOROCNDT10NOFANYCONTRACrOROTHERDOCtIMMr.%IHRESPE(:TTOVMCNTHSCERr1FlCATENY1YBEfSSUEDORAtAYPERfMd THEINSUW�NCE /YTl�RDEDDYTHEPOL!GF5DESM BED HFABNIS SUBJECT 70ALL THE TEI7A$EXc U50NsAN000NDmONSCFStX7{pC0EM BE�gJry��YHAVEAK THEOUC£DBY PAJDCLAINM BEEN UJStt ADD SU0 POUCY ETT DATE POLICY DIP DATE LTR TVPECFItJ%HW4CE L R POUCYNJMBER (IAt,DDAYYYY) (Mnl.DDYYYY) LIMITS GENERAL LIABIUTY EACH OCCURRENCE COMMERCIAL GENERAL LIAENLITY S CLAIMS MADE ❑OCCUR. DAMAGE TO RENTED $ PREMISES(Ea occurrence) VEO EXP(Anyone person) $ GEN'L AGGREGATE LIMIT APPLIES PER: PERSONAL&ADV INJURY S r POLICY PROJECT❑LOC E:NERAL AGGREGATE S PRODUCTS-COVROPAGG S AUTOMOBILE UABILITY ANY AUTO COMBINED SINGLE S LIMIT(Ea accideo) ALL OWNED AUTQ, BODILY INJURY S SCHEDULE AUTOS (Pee person) HIREDAUTOS BODILY INJURY $ NON-OWNED AUTOS (Per aodderrl) PROOEITTY DAMAGE $ (P&acciderd) UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAMSS A4ADE AGGREGATE $ UEDUCTIBLE S RETENTION S ; A WORKF.R'SCOMPENSA710MAND WCSTA TORY OTHER EMPLOYER'S LIABIUTV YIN UB-5B004542.13 04M1/2013 04(01/2014 X UMWAT ANY PRCPER TORPARMEA/EXECLfFIVE CFRCERN,BVL!EREXCLUDED? ©NA E.L EACH ACCIDENT S 1,000,000 (M-MarylnN{) EL.DISEASE-EAE qes,de ribeurder MPLOYEE $ 1,000,000 o�9CPo VIM OFCPERA710%bdow E.LDISEASE-POLICYUMnT S 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEMCLESIRESTRICTIONS/SPECI AL ITEMS CERTIFICATE HOLDER CANCELLATION TONI SMITH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 222S FIFrH AVENUE,114E BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL B.DELIV D IN ACCORDANCE YRTHTHE POLICYPRO NBNN,YOM NY (003.1 AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) The ACCORD name and logo are registered marks of ACORD m 1988-20-2010 ACCORD CORP�RtS' � tl���hls eserued.� ny s °" :Massachusetts,-Oepartm ��ulaaou � ,�.,.-� 9 .� ansoan yblrc Safety p� /ce nvrevru�ieur e o �i2:�i ar�.el ' IMME of Consumer Affairs&Business R . Board of Butldrq R uiati d Standards . 1V1:E IMPROVEMENT CONTRACTOR Constructionupenlsur wtrad ,12q244 Type '{ i_scense CS-0Z428 &Y M1 iration; 7/3QI2015 Private Corporation w�*� ����r Whalen Restoration so"Inc ` W RJJAM*KAi�F++� ter. 122 POND 5't'RE)I T s Wliiam Whale B"V-V ERMAr " Q � , 22 American Way. -�� ��� ' ,� Y �, r �f��,, i "F^ 1 Scuth Dennis,MA 02660r, � � - c^� ' � » expiration Understcretary Jarw•+ } Commissioner OB/1 W2014 . • .. • - :•"' ."=w."'.+.wi �.+•SwF ,y � - - Unrestricted Bu>tdiags of anY un group which y' License or registration valid for iAdividul use only q j j �35',0M'cu C feCt{991ri1;)'of: before the ezprratton date.If found retgrn to: �' -Office ofConsuroer Affairs=ant!Business Regulation p ' ti 10 Park Plaza-Spite`�170' r Boston,lDlA 02116 g a y -,Faiiure':to possess a cunt edit fion of the Manachusetts.rs cause for rew�ation of this h&irtse:.- ,State Byuklrng Epde" ,._ F Not valid without signature ° for OPS c6,ssns information vot ewww,Mass.Gcv/DPS ' r wow- _. r fin• .a_�.�_.__.:..�....��. ...,........ �. �..�,,.,_,�......w....._�.���.,�._.r_:_ . ., ., _ .. r ,,,.... DOCAAAA04.OS9 06-10-2005 9405 Ct f 4 a,176966 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED I,ELLA LOUISE SMITH of Long Island City,New York For consideration paid of ONE($1.00)DOLLAR, Grant to TONI ELAYNE smITH of 2225 Fifth Avenue,Apt.#4E,New York,New York 10037, WITH QUITCLAIM COVENANTS The land with the buildings thereon in Barnstable(Hyannis),Massachusetts bounded and described as follows: LOT 232-U PLAN 11519-G (Sheet 2) Said land is subject to and has the benefit of the easements,restrictions and rights set forth or referred to in Certificate of Title No. 10599 in so for as the same are now in force and c applicable. Said land is subject to the rights granted in an easement given to the Cape&Vineyard Electric Company et al dated May 24,1946 being Document No.18,185. Said land is subject to the rights granted in an easement given to the Barnstable Water x Company dated June 13,1949 being Document No.24,336. aSaid land is subject to the rights granted in an easement given to the Cape&Vineyard Electric Company et al dated August 22,1949 being Document No.24,890. bo Said land is subject to a taking of Pilgrim Lane by the Town of Barnstable dated April a 6, 1950 being Document No.26,875, L For title see Certificate of Title No. 136592 Barnstable Registry District. m b EXECUTED as a sealed instrument this day of 2005 M N 2 4 a C w a la uis S 'th Barnstable,ss COMMONWEALTH OF MASSACHUSETTS ffMOn thisday of 2005,before me personal ELLA LOUISE S foregoing instrument,and acknowledged the same 'MTfFi,tome known to be the person described in and arh,,,��eec�i��e � as her&ee act and d T : (N• sr,cEs AID cow Cole a ATTOFNM AT LAW D Co - 420 somm 5,,,$8T ... �T��IBM BARNSTABLE COUNTY My commission expires: Marcli`22;'2'(i07 . MVAPOM.MAOZEO, REGISTRY OF DEEDS A TRUE COPY,ATTEST BA VABLEREGMOF EIM JOHN F.MEADE REGISTER John Baylis From: Dean Melanson <dmelanson@hyannisfire.org> Sent: Friday, November 01, 2013 11:09 AM To: Tom Perry Cc: John Baylis Subject: 45 Pilgrim Lane Hyannis Tom, After talking with you yesterday I went out to this location and verified that the power had not been cut at the pole. "Short-story" I was able to get a service truck out to the site and they took down the service to the building. I then made phone calls to National Grid and they went out the site this morning and disconnected the gas to the lot. Deputy Chief Dean L.Melanson Office 508-775-1300 Fax 508-778-6448 dmelanson@hyannisfire.org 1 1 nationalgrid November 1, 2013 Attn: John Baylis Re 45 Pilgrim Ln, Hyannis, MA. This letter is to notify you that the gas service to 45 Pilgrim Ln., Hyannis, MA. has been cut and capped on 11/01/2013. Regards, Diane� ma � US National Grid Gas Customer Fulfillment Hyannis Water System Invoice No. HWS-4463.499E P.O. Box 326 Hyannis, Massachusetts 02601-0326 (508) 775-0063 fax(508)790-1313 INVOICE - Customer Name Whalen Restoration Date 10/29/2013 Address 22 American Way Acct. No. 605461 City Dennis State MA ZIP 02660 Service No. 4463 Phone FOB Qty Description Unit Price TOTAL 45 PILGRIM LANE 1 Demolition Permit Approval-Paperwork& Meter Removal $74.42 $74.42 Non-Taxable Total SubTotal Non-Taxable Total $74.42 Taxes MA TOTAL $74.42 t IKE r Department of Public Works 47 Old Yarruonth�td SZ, Water Supply Division -02 s 6 t* BARNSTABLE, " , � , *EL.-66 MASS. A.�� Hyannis Water System Operations ,; E_f F 5� ,., October 29, 2013 Town of Barnstable Building Inspector Town Hall Hyannis, MA 02601 RE: 45 Pilgrim Lane—Acct# 605461 Dear Sir: Please be advised that the above water service was shut off and the meter# 40366615 removed on 10/3/13. The water service at the above address was cut and capped by Riker Construction. The owner has informed us that the building is going to be demolished. If you have any questions, please call the office at (508) 775-0063. Sincerely, Jayne Starck Hyannis Water System (FD( T G) lti (EXISTING) �Z p 3_g„ 2'-10" 8'-O" 4'-2" 11 6-7" 2'-I O" .6-7" paWo �W� 12 A A A opt o s 2 :,. i K 2J 3F, ==WupW�. 6 CLOi;t A A I2 C �0 °Z IJ zJ 2'7� 2 BEDROOM — 5 W 0 iv t A I a 5'0"TUB BATH t Q 00 z " O • m : , . Lo cn ' m BEDROOM • FG7, Q CN I2 c� Q V1 N W 5-4- 3'-1 3'-8" 13'-4' 3,_7, 1,-g" a„ 12-3„ — — m z C/) TACK ( j SINK BI-FOLDLu r- x UND o •' � - KITCHEN n 20 wCABINET BI 8x Eb x6'8 c LAYOUT W/0E 6'gl C5 �ULL-DOWN STAIR ABOVE ` C BON MONOXIDE ALARMS LO. CLO. 'HALL N STALLED PER �' UST BE IN -' 3'C.O. �o E MAS ACHUSETTS BUILDING CODE G i 2 2,0„ _ :v F 3K +i z GAS - -- — N — A mom F.P. DINING 2J SMOKE DETECTORS REVIEWED A 13' 2' 5'4" 8'3° VI �- 3K BARNSTABLEBUILDIN EPT. DATE m LIVING = — _ r q o O s p 3K 3K BATE _ I J 2J 11 — FIREDEPARTMENT +I z W BOTH.SiONATURESARE REQUIRE FOR,PERMITING �, A A A 3K 3K O i . in 2J 2J ' .. 21 2J m N A6 GENERAL NOTES. 4 1 .) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS` 4I2 CHECK LIST REQUIREMENTS:"( I` I O MPt1, EXP. 'B) DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY MATERIALS, DETAILS � FINISHES A6 x >'o.c. EDGE NAILING AND 12 o.c. IN FIELD NAILING IN THE FIELD WITH OWNER 2 "' Ltd I NOTE::ALL DOORS AND WINOOW5 TO HAVE 2 KING`STUD5 '� 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT , y` NOTED HE' .AND I JACK STUD UNLESS BY T OPENING FIRST FLOOR TO BE G'-I I" ABOVE 5U6FLOOR BY XK;XJ d•' • 8'-I 0 g,_1 I„ ,' 4�_9,� 3�_3,� 2'-4" 2'-I O" 2'-i O" � ,� . �., SCALE : 4.) ALL WORK SHALL CONFORM TO THE MA55ACHUSETTS STATE BUILDING CODE AND ALL OTHER APPLICABLE - 3/16" = I '-O" . . � TIN � LOCAL CODES INCLUDING THE WFCM 110 MPH F p EXPOSURE B MANUAL I LOO( PLAN DATE WINDOWSCN EDU LE 5.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN"TH:ENOTES, � - t s .; e 2/2/201 5 DIMENSIONS, AND/OR DRAWING5 CONTAINED ON THESE DOCUMENTS EXIST. FLOOR AREA = 900t 5.F. PROJ. NO. SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO NEW FLOOR AREA = 156 S.F. TYPE MANUFACTURER'5 UNIT ROUGH OPENING REMARKS COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION Qb 5MOK.E/CARBON MONOXIDE DETECTORS A ANDER5EN TW 244G 2'-G .1/8" x 4'-8 7/5" DOUBLEHUNG 20 13-489 CONSTITUTES ACCEPTANCE OF THE5E DOCUMENT5 AND ANY DISCREPANCIES; ERRORS AND/OR OM15510N5 BECOME THE RE5PON51151LITY OF THE B DHP 344G 3'-6 I/8" x 4'-8 7/8" DOUBLEHUNG F DWG. NO. BUILDING CONTRACTOR. ,.; C " : -TW 243 I O 2'-G 1/8" x 4'-0 7/8" DOUBLE HUNG ' NOTE #1 : CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES OF NEW ©COPYRIGHT 2015 WINDOWS WITH OWNER AND ROUGH OPENING5 WITH WINDOW BY THOMA5 A. MOOR)= DESIGN CO. a` MANUFACTURER PRIOR TO ORDERING OF WINDOWS. O ' r a]O - y O D= YD O rn . G� z CA D�N4 O NI+Z— �� C7prni rn x � �7Op7N_ 42 - _ Nx A70�rn . X TIx ¢* 22— rnO .o 03 z rn 70 rn rn� Nam' Z O Dpo 4,= nrn, --� >Z D 0 . P o rn - O "3 Q - 7(1 0 La (0Q (rn. rnD 70 T$. 112 rn Q7DoCP cT (88°5TUD5) �rn 03 rn0 ITS D �°Oo >o e 112, rn (88°5TUD5) RE-BUILT HOUSE FOR: DESIGNED/DRAWN BY: NOTE:E 5HOM"X oN �, THOMAS A. MOORS DESIGN CO THE DESIGNER AND CAN NOT W - [n BE CORED.REPRODUCED Z �' z �► TON I SMITH P.O. BOX 2124 949 ROUTE 137 AN. N� w , BRE WSTER, MA. (508) 896-6403 MOM OP THE DMGNER N - 6 45 PILGRIM LANE HYANNIS, MA. D= . D N _ p O O a � ' o G) �20 N�Zp z 70 F, o 9x - T • �- Drn�rn Nx �7 rn D rn EE xD ^ - Wr I - � C N x D7 _ r N o o _° ND z' z�n � Filv rn V• ra n< �js➢ z rn .. E ---� O N ZV c� O I� i IO On T h� I S 70 rn Y T-8 1/2" (88"5TUD5)' cT Q qs: IOT .I O hp 7'-8.1/2" LA (88 5TUD5) N —U N p w cS� DESIGNED/DRAWN BY: NOTE' g o o N D — D RE-BUILT HOUSE FOR: HOMAS A. MOORS DESIGN CO THE PLANS ROPER AROF E THE SOLE PROPERTY A THE DESIGNER AND CAN NOT m BE CORED,REPRODUCED z �' Z �� TON I SMITHP.O. BOX 2124 949 ROUTE 137 ANDAORALTERED WITHOUT ul _ THE EXPRE55 WRITTEN - `� 0 45 PILGRIM LANE HYANNIS, MA. BREWSTER, MA. (508) 896-6403 CON5EW OF THE DESIGNER (EXI5TJNEW) (E)(IST./NEW) o ��� o w 91-4" 9'-5" t - F oSIN U o A I w � A I irrT I i q � 00 DRILL E PIN NEW FOUNDATION 1— — — — — - 14 p 0 BASEMENT - I TO EX15T. FOUNDATION WALL y — — — — — WINDOW — — — — TOP 4 BOTTOM I I Z � Ln . i O REMAIN HEAD I g mom 1 8"CONC I. � � d - b z I BLOCK EXI5T. I Q N '- I I I 5A5EMENT . I w 4 0 * I I I (4"CONC.SLAB) r - - - - pvn • I I I I I I wxo � ON' 3-13/ x 9 /2 TL GIRT - I I � N I I I TYPICA TYPICAL I EX15T,b"CONCRETE m BASEMENT BEAM BEAM cw — WINDOW I TYP CAL O"x 30"x 12" I I POC ® POCKET FOUNDATION WALLS u'"S CONC. FQOTING I � I I A55UMED EX15TING TYPICAL 3-112"DIA. I I I CONC. FOOTINGS . . 5TEEL LALLY COLUMNS 1/2"TRUSS JOIST® !6"o. C!1 NEW 8"CONCRETE I I CONT. 3- 3/4 x 9 I/2 L G RT FOUNDATION WALLS t I - .I I I I . _ I +I CONC.�FOOTINGS I BEAM J I ONT. 3-1 3/ "x 9 1/2" VL LG, PocKEr NEW — _EX — - — x N �S WINDOW I CRAW EXIS . 8"CON RET I I DRILL#PIN NEW FOUNDATION SPACE FOUNDATION A I I TO EXIST, FOUNDATION WALL ITI (2"CONC.SLAB) CONC, FOOTINGS TOP 4 BOTTOM UME EXi TIN '.J.y q I I - o w, � — - -- - . L w - - - - - - - - - - - - - - - - - - - - w „ LE 5CA A 3/1 G" = I '-0° DATE 2G'-9"± 2/2f201 5 (EXI5TJNE1M ., i (EXIST./NEW) PROJ. NO. FOUNDATION FLAN 2013-489 DWG. NO. NOTE: FOUNDATION CONTRACTOR.� TO PROVIDE 5/8 "DIA. II F AN M EMBEDMENT O 7 ANCHOR, WITH MINIMUM R B .c. W INTO CONCRETE.O AT 4 SILL PLATES TO BE.CONNECTED USING (g)COPYRIGHT 2015 3"x3"x 1/4"5QUARE PLATE WA5HER5. A4 5Y THOMA5 A. MOORE DE51GN CO. Q 03 C) <O 0= '. >� • O �UI O�7 a rn CA Z n O . 22'-311± 12'-011± (EXISTING/NEW) (EXI5TING/NEM 7'-0* 5-0" (NEW) lO ' OND O —I x � O z Q ° -TI NO rn Tn rn0 rn — — � � Co Fj 0� IN TV N rn rT i5 rn � nA 0 uOxLl r� t Z �\a 2 x 12 RIDGEBOARD ZQ ZI+ Ix N � A' Q D Q7 � y O Ox x O o 4-0" 4'-0" O (ADDITION) n O rn p rn o 2G'-311± (EXI5TING/NEV✓) (EXISTING/NEM o -a N D w n - DESIGNED/DRAWN BY: NOTE: THE FINS 5HOWN ARE E B ILT HOUSE FOR: — � R � THE SOLE PROPERTY OF O m > THOMAS A. MOORE DESIGN CO IZt THE DESIGNER AND CAN NOT- I O •• (-Tl BE COPIED,REPRODUCED Z -N z - �� TON I SMITHP.O. BOX 2124 949 ROUTE 137 AND/OR ALTERED WITHOUT O 0 O (Jl - THE EXPRESS WRITTEN c';l `� 0 45 PILGRIM LANE HYANNIS, MA. BR.EWSTER., MA. (508) 896-6403 CONSENT OP THE DESIGNER smog Om00 TYPICAL ROOF CON5T. 2 x 10 ROOF RAFTERS Q I V o.c. Q N a s 1/2"CDX PLYWOOD ROOF SHEATHING 12 1 2 ASPHALT ROOF SHINGLES a. 1 5LB. FELT PAPER Q Q _ _ - 12"BATT INSULATION Q FLAT CEILINGS(R=38) t� C -2 x 12 RIDGE BOARD } W x O 2 x G COLLAR TIES Qa I G"o.c. I i. 2 x 8's CEILNG JOISTS 2 x 8'5 CEILING JOISTS I 2 x 4 STUDS Q 16"o.c.W/ I/2"GYP. BD. TYPICAL WALL CON5T. I O N BOTH SIDES -2 x G STUDS Q I G'o.c. I r cn - 1/2"PLYWOOD SHEATHING LIVING HALL LNDRY. -6,2 PINBSDULATION(R=21)i DINING KITCHEN BEDROOM r � BATH -W.C.5HINGLE SIDING Q SIDE5 4 REAR I ^ W 3/4"T.4 G.PLYWOOD -TYVEK 3/4"T.4 G. PLYWOOD SUBFLOOR-GLUED 4 NAILED 5UBFLOOR-GLUED 4 NAILED ji I x 9 I/2"TRU55 J015T5 Q I G"o.c. TYPICAL 8"CONCRETE 9 1/2"TRUSS JOIST Q 16"o.c. O CONT.3-1 3/4"x FOUNDATION WALLS CONT. 3-1 3/4"x 91/2"LVL's 9"BATT(R=30) CRAWL 9 1/2"LVL's DAMPPROOF ALL WALLS CRAWL 9"BATT(R=30) INSULATION 5PACE DIA.STEEL INSULATION LALLY GOLUMN TYPICAL 3-I/2"DIA.STEEL BELOW GRADE � SPACE 2"GONG SLAB LALLY COLUMN 2 CONC.SLAB TYPICAL 10"x 20".. BASEMENT CONC. FOOTINGS L --J _ T� L L-- ul TYPICAL 30"x 30"x 12" CON FOOTINGS'x 12" 4 CONC. SLAB CONC. F0OTING5 A BUILDING SECTION LIVING/BATH e BUILDING 5ECTION DINING KITCf1EN BEDRM . A A SCALE . 3/1 G" = 1 '-011 DATE (° 2/2/201 5 { PROJ. NO. 2013-489 DWG. NO. @COPYRIGHT 2015 BY THOMA5 A. MOORS DE51GN CO. ;. �F•ti fide hi, l Vood Cmisfi-acdoif in I fth ff rful.-1 r-eas: 1.10 in ph if'irrd ZoFze - - - P A WC Guide to Wood Construction in High Wind Areas: 110 niph Wind Zone 'lN- asscllusetts Checklis> for C'or»pliance c�su c.nlR 5301.2.1.1 )' Massachusetts Checklist for Compliance (780 CMRssoi.2.1.1)' g'?R5N�� 0 Check Loadbearing Wall Connections 2 9 o 4 2b Compliance y Lateral(no.of 16d common nails)........................:........ Tables 7 N 1.1 SCOPE on-Loadbearing Wall Connections Wind Speed(3-sec.gust). ....................................................................................... ...................110 nth I✓ ! Lateral( ). ................:.............(Table 8 z w w w w Z W ..... no.of 16d common nails )„ •• j . z) �i.-rmarc� Wind Exposure Category.........................................................................................................................._...B Load Bearing Wall Openings (record largest opening but check all openings for,compiiance to Table 9) O 1.2 APPLICABILITY p Header Spans (Table 9). .............................. . ft in. 5 11' ✓ U o Silf Plate Spans (Table 9).................................. ft in. 5 11' -, Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories. Full Height Studs (no. of studs)....... . . ....................(Table 9). ............................................... .... ?i100, Roof Pitch . .....................................................................(Fig 2) ................ . k s 12:12 Non-Load Bearing Wail Openings record largest opening but check all openings for co compliance ) - Fw.. rn •�_ 9 ( 9 P gmp ance to Table 9 MeanRoof Height ..............................................................(Fig 2)................................................� ft S 33' �� 1 H ..............................:.......................:.....(Table 9).................................. ft 0 in. s 12' ✓ W Buildin Width,W.............................................................. ceder Spans. °° Building Length,L ........................... (Fig 3j ................... ... .................. ft S 80' Sill Plate Spans................................... ......................(Table 9).................................. ft 0 in. 5 12" Qf o0 9 (Fig ) ft 5 80� j Full Height Studs(no.of studs).....................................(Table 9 ........................................................ � ►► Buildin As ect.Ratio LNV ....... .................................: F( 4 4) ,.fL Z CL g P ( ) ••2• •(Fig )•• .. .......................................�5 3:1 � Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously O Nominal Height of Tallest Opening ...........................:......(Fig 4)................................................ s 6'6 Minimum Building Dimension,W t 3 p rn 1.3 FRAMING CONNECTIONS Nominal Height of Tallest Opening 2 ......................................................... ............. 5 6'8" ✓ General compliance with framing.connections.............. able 2 .................................................... Sheathing Type...............................................(note 4)::.................................................. (T ).. ....... Edge Nail Spacing..............:..........................(Table 10 or note 4 if less)........................ in. r Q q Field Nail Spacing..........................................(Table 10)........................................ in. -�. W r� 2.1 FOUNDATION Shear Connection(no.of 16d common nails)(Table 10)........................................................ z Foundation Walls meeting requirements of 780 CMR 5404.1 ° O Percent Full-Height Sheathing.......................(Table 10).................................................... � W W Concrete Concrete Masonry...................................:.................................................................`. ............ ✓ 5%Additional Sheathin for Wall with (Des � x •• g th Opening 6'8"(Design Concepts). ..... .... ..................... . AA Maximum Building Dimension, L IrW. W O Nominal Height of Tallest Opening2...........................................:............:................( <6'8" 000, 0 2.2 ANCHORAGE TO FOUNDATION" Sheathing Type............................ note 4 .-W�.� I/ 5/8"Anchor Bolts Imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Edge Nail Spacing...........................................................( ). 4. lf ............!as Bolt Spacing-general................. ........ .......... .....(Table 4)..... ........................... ..... �-in. ✓ I Field Nail Spacing..........................................(Table 11 or note 4 ff less)......................................................... inI� ✓ Bolt Spacing from end/joint of plate ............................(Fig 5)................................. in.s 6"- " Shear Connection no. f 1 ) �r i Bolt Embedment-concrete.........................:.... •• 12 ( 0 6d common nails)(Table 11).... ...................................... .. Vol (Fig 5). ..................... .......................�in. 2 7" Percent Full-Height Sheathing. .....................(Table 11).......... 2% . . Bolt Embedment-masonry.........................................(Fig 5)......................................... in.z 5%Additional She > p.... 15" N Sheathing for Wall with Opening 6'8 (Design Concepts). Plate Washer............................ ...............(Fig 5)............. ............................Z 3"x'3'x Y.." ✓ Wail Cladding O rRated for Wind Speed?.............................................................. .................. ........................................... j"Oe r T Cf1 3.1 FLOORS - F�Floorframing member spans checked ...............................(per 780 CMR Chapter 55 5.1 ROOFS Z P )...............................12. ✓ Maximum Floor Opening Dimension....................:..............(Fig 6)..................................................�ft s �' Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓ i�-+-�i Full Height Wall Studs at Floor Openings less than 2 from Exterior Wall(Fig 6)............... Roof Overhang ................................................... (Figure 19).............., ft 5 smaller of 2'or U3 . . Maximum Floor Joist Setbacks Truss or Rafter Connections at Loadbearing Walls C/) >-" Supporting Loadbearing Walls or Shearwail................(Fig 7)....................................................� d ✓ Proprietary Connectors x Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall............... F Uplift................................................(Table 12). ............ U Pff O Floor Bracing at Endwalls...................................................(Fig 9)............... ..................................-&f..S d ✓ Lateral.............................................(Table 12).............................. . .........L= Plf Floor Sheathing Type ........:...............................................(per 780 CMR•Cha ................. Shear...............................................(Table 12)......... .. ............. ...... S_�Z Plf Floor Sheathing Thickness Chapter 66).. ....... Ridge Strap Connections,ff collar ties not used per page 21... (Table 13)................................T-=-j plf Floor Sheathing Fastening................................................ ( 780 CMR dChapter 55j inin. Gable Rake Outfooker....................... ................ (Figure 20)..............�ft s smaller of 2'or U2 W (Table 2).._D ails at�_ edge/ In Weld ,Truss or Rafter Connections at Non-Loadbearing Walls 4.1 WALLS Proprietary Connectors Wall Height Uplift... ............................................(Table 14)..............:....... . .....U= lb. ✓ '� Loadbearing walls..........................:........:........ (Fig 10 and Table 5 Lateral(no.of 16d common nails)...(Table 14)........................ .:...........L= Ib. Non-Loadbearing walls............................................... ig 10 and Table )......:.....,,,........ 10; ✓ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 d 59) Wall Stud Spacing ..... .....Fig 10 and Table 5 ................ 20 -� Roof Sheathing Thickness........................................... ............... .. .. ..../16"W ,/ MM ~ 04 Wall Story,Offsets .......................... :...............:........... Fi s ) ��in.s 24"o.c. Roof Sheathing Fastening ............................. ...........(Table 2 .. (�.... ...... ^ in.z 7/16"WSP F�+�-i ~J (Figs 78&8). ................................. " steni ). t1tt,S.. &.. GG�.Gv:..Et!� F—� ..�,ft s d 'Notes: ✓ Ii.,, ►� 4.2 EXTERIOR WALLS' - 1. This checklist shall be.met In its entirety,excluding the specific exception noted in 2,to comply with the requirements of O Wood Studs 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs ot Loadbearing walls........................................................(Table 5).... ....2x�- _ Guide:required per the WFCM 110 mph G ' ft.� in. a.` Steel Straps per Figure 5 re n Non-Loadbearing walls - ..� " - (Table 5)..............................2x-{,--. _ft..�in. Gable End Wall Bracing' b. 20 Gage Straps per Figure 11 ` c. Uplift Straps per Figure 14 3/1 6" - I '-O" Full Heigh loon L l Studs....................... (Fig 10)......................................................... ✓ i d. All Straps per Figure 17 WSP Attic Floor Length........................ Fi 11 ..... """" """'••(Fig )"""'•••••••••••........................•• ft zW/3 a. Comer Stud Hold Downs per Figure 18a and Figure 18b Gypsum Ceiling length(If WSP not used)..................:(Fig 11 DATE ( g )••••••••••••..................•.•...... ft z 0.9w 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing and 2 x 4 Continuous Lateral Brace 6 ft. "" @ o.c ..(Fig 11).........................................' ............ requirements shown in Tables 10 and 11. / / 15 or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocdn 4 ft. PROJ. NO. Double Top Plate 9 @ spacing in end joist or bays 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. Splice Length .(Fig 13 and T 6 20 13-489 Splice Connection16d..................................... able ).....................................-4 ft (no.of common nails)............ able 6). .. ..................R ............ •.� ✓' DWG. NO. A7QCOPYRIGHT 2015 , 5Y THOMA5 A. MOORE DE51GN CO. UNU De u ZI 0 A WC Guide to Wood Construction in High Wind Arc as: 110 mph.Wind•Zone Massachusetts Checklist for Compliarince(7s0 CMR 5301.2.1.1)' w w 00 a. Q O 0 a. From Tables 10 and 11 and location of wall sheathing and Building -.wkspect Ratio,determine Percent Full-Height Z Lco:' Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and bey installed as follows: Q Q 1. Panels shall be installed with strength axis parallel to studim. N 0. All horizontal joints shall occur over and be nailed to framir-mg. " W. On single story construction,panels shall be attached to bottom plates and top member of the double q ; .top plate. iv. On two story construction,upper panels shall be attached Mco the top member of the upper double top -+ plate and to band joist at bottom of panel.Upper attachmeert of lower panel shall be made to band joist + O 00 and lower attachment made to lowest plate at first floor fraw--ning. w x O v. Horizontal nail spacing at double top plates,band joists, ar-md girders shall be a double row of tadLO ` staggered at 3 inches on center per figures below:Vertica IN and Horizontal Nailing for Panel Attachment 0. •-w�neseaoE�sax A•reb� F-� 11 11 1 ` 1 11 11 1 r 1 li 11 f ii I 1iy 41 • l� h �� d_ t � /I Ii, � �� fr1 11 ll i 1 Z �aw li tl lif Je 1 L I1 1at 1 ii tt •-sue.1...= .... ..� .«.. .....�. .i... ---; _. • ¢' STAB � iW4lfNKr7BIN "---�•P�s M � �• PAfflf:l.EDCSE � DWBLENAl;a�iE8RAC8ttiDETAL t SCALE See Detail on Next Page I Detail 3/1 G" = I -0" t Vertical and Hor izontal Nailing Vertical and Horizontal Nailing DATE for Panel Attachment fbr Panel Attachment 2/2/20 15 1 - PROJ. NO. r 2013-489 r P DWG. NO. it COPYRIGHT 2015 BY THOMAS A. MOORE DE51GN CO. i 132 28 REVISIONS: LOCUS INFORMATION ION NO. DATE DESC. 28 �¢ z � — w CURRENT OWNER: TONI ELAYNE SMITH MINIMUM LOT SIZE: 43,560t S.F. J BAXTER RD. Q TITLE REFERENCE: CTF. 176966 EXISTING LOT SIZE: 6,000 f S.F. _ a N PLAN REFERENCE: L.C.P. 11519-G, SH-2 OVERLAY DISTRICT: GP — NITROGEN SENSITIVE ASSESSORS MAP: 310 ZONE: YES Ste• PARCEL: 104 FEMA FLOOD _ LOCUS ZONING DISTRICT: RB ZONE DISTRICT: ZONE "X" - SETBACKS: FRONT 20' PANEL #25001 CO566J SIDE 10' DATED 7/16/14 REAR 10' LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. NOi 3 N/f JEROME R.DWILLIAMS do Na 38M { BARBARA WISEMAN NANCY SAGE K1 MAP 310 MAP 310 PARCEL 90 PARCEL 89 up CHAIN LINK FENCEell 514.40'15_w 60.00' PROFESSIONAL LAND SURVEYOR DATE i 01 EXISTING BUILDING SETBACK LINE SHED CI co o CERTIFIED � I lzPLOT PLAN 0 ) N� � > rn g WITH Cn TONI ELAYNE SMITH T. NEW cn �— I MAP 310 D M PARCEL 104 I Z m o 6,000 ±S.F. m FOUNDATION m I I LOT 232—Urn ( N� c ROGER W.MAP 310ASCONI AT o I s PARCEL 105 N,F g '6.0' 9 #45 PILGRIM LANE MICHAELdc JESSIE DOUMANIAN MAP 310 PARCEL 103 1 _ IN 4.0' 1&8 _--- ,5.1 HYANNIS MAS SAC H U S ETTS looNEw o . (BARNSTABLE COUNTY) FOUNDATION ` TOP 104.5 ro cNo I V' Iow EXISTING iv STRUCTURE I foe I S00 TRUCTURE APRIL 27, 2015 j oo 21. 8. o �4.0' 26.8 BUILDING SETBACK LINE 11519 '03 L•C' V ~``' PREPARED FOR: JOHN BAYLIS HALEN RESTORATION SERVICES, INC 22 AMERICAN WAY N14'40'15 E 60.00' S. DENNIS, MA 02660 --------- oHw OHW OHW---------- o w olive-- --__�-- ���w (508) 760-1911 OHW OHW OHW "_""-.--- OHW EDGE OF.PAVEMENT _ -- BSC I�, •I� 349 Route 28 West Yarmouth, Massachusetts PILGRIM LANE o2673 508 778 8919 (1950 - 40' TOWN LAYOUT) © 2015 The BSC Group, Inc. I i SCALE: in 10' 0 1.25 2.5 5 mom 0 5 10 20 Fw PROJ. MGR.: CRAIG FIELD FIELD: A. NELSON CALC./DESIGN: P. HAGIST I DRAWN: P. HAGIST I D CRAG FIELD CHECK: L_7 FILE: 9903-ABF.DWG DWG. NO: 6295-02 J N0: 4-9903. 0 SHEET 1 OF 1 OB 132 28 . REVISIONS: LOCUS INFORMATION NO. DATE DESC. 28 ¢ Z Li CURRENT OWNER: TONI ELAYNE SMITH. MINIMUM LOT SIZE: 43,560f S.F. J BAXTER RD. < TITLE REFERENCE: CTF. 176966 EXISTING .LOT SIZE: 6,000 t S.F. _ N OVERLAY DISTRICT: GP n. I PLAN REFERENCE: L.C.P. 11519-G, SH-2 NITROGEN SENSITIVE —' ASSESSORS MAP: 310 ZONE: YES ��• PARCEL: 104 FEMA FLOOD ZONE DISTRICT: ZONE "X" . .LOCUS '�� ZONING DISTRICT- RB ? SETBACKS: FRONT 20' PANEL #25001 C0566J SIDE 10' DATED 7/16/14 REAR 10' NOTES: 1. THE INFORMATION ON THIS PLAN IS BASED ON A LIMITED LOCUS MAP SITE SURVEY THAT WAS PERFORMED WITH HEAVY SNOW I CERTIFY TO THE BEST OF MY NOT TO SCALE COVERING THE SITE. PROFESSIONAL KNOWLEDGE, INFORMATION 2. THE EXISTING FOUNDATION DEPICTED ON THIS PLAN IS AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE ALL THAT IS REMAINING FOLLOWING A FIRE THAT TOOK STRUCTURE AS DETERMINED BY PLACE AT THE DWELLING. INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. 3. PORTIONS OF- THE FORMER HOUSE ARE BASED ON INFORMATION DEPICTED ON A PLAN PROVIDED BY THOMAS A. MOORE. DESIGN CO., BREWSTER MA DATED 10/22/13. N N JEROME R. WILLIAMS & BARBARA ISEMAN NANCY SAGE MAP 310 MAP 310 . PARCEL,90 PARCEL 89 CHAIN LINK FENCE . S14'40'15"W 60.00' PROFIfSSIONAL LAND SURVEYOR DATE BUILDING SETBACK LINE EXISTING SHED c ) �( CERTIFIED z � � � 1 0 �� PLOT PLAN Ud I M 0 A WITH I v cnI / NSF n m 8 N TONI ELAYNE SMITH T. PROPOSED 0 CA r MAP 310 �- . I PARCEL 104 z m v 6,000 tS.F. ADDITION rn m LOT 232-U ` NSF Z `` ROBERT W. VARASCONI A.I. 0 I I MAP 310 rn o PARCEL 105 N r6.o 45 PILGRIM LANE MICHAEL& JESSIE DOUMANIAN MAP 310 PARCEL 103 N IN cjl 4.0' 18.Di HYA 8' '.` - t ADDITION # 5.1 EXISTING - r*i FOUNDATION MAS SAC H U S ETTS T REMAINS N TOF=104.4 ' �, // a (BARNSTABLE COUNTY) SEPTIC INV=104.0 / N .00 f ,ctio EXISTING N STRUCTURE 0-0 ( ( EXISTING 4. I STRUCTURE MARCH 9, 2015 ADDITION o 8.0 4.0' 26.8' BUILDING SETBACK LINE w Cr 51 o , / L•r'' - � .� PREPARED FOR: JOHN BAYLIS HALEN RESTORATION SERVICES, INC 22 AMERICAN WAY N144o'15"E 60.00' S. DENNIS, MA 02660 OHW------------ OHw----- OHw OHW------._... _ (508) 760-1911 OHw—.-'__ '"'""' OHw OHw QHw oHw-------�___ OHw EDGE OF PAVEMENT EIBSC' 349 Route 28 West Yarmouth, Massachusetts LAN E 02673 PILGRIM 508 778 8919 (1950 — 40' TOWN LAYOUT) © 2015 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 MUM 0 5 10 20 FEET PROD. MGR.: CRAIG FIELD FIELD: A. NELSON CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST Fl CHECK:. CRAIG FIELD FILE: 9903—EXC.DWG DWG. NO:' 6295-01 SHEET 1 OF 1 JOB. NO: 4-9903.00 132 28 REVISIONS: LOCUS INFORMATION NO. DATE DESC. 28 ¢ 0 zCK — w CURRENT OWNER: TONI ELAYNE SMITH MINIMUM LOT SIZE: 43,560f S.F. _ J BAXTER RD, Q TITLE REFERENCE: CTF. 176966 EXISTING LOT SIZE: 6,000 t S.F. _ a. N PLAN REFERENCE: L.C.P. 11519—G, SH-2 OVERLAY DISTRICT: GP —' NITROGEN SENSITIVE — ASSESSORS MAP: 310 ZONE: YES — S�• PARCEL: 104 FEMA FLOOD — LOCUS ZONING DISTRICT: RB ZONE DISTRICT: ZONE "X" SETBACKS: FRONT 20' PANEL #25001CO566J SIDE 10' DATED 7/16/14 REAR 10' LOCUS MAP I CERTIFY TO THE BEST ` OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. OF N /F FMD~ CA NSF JEROME R. WILLIAMS & BARBARA WISEMAN NANCY SAGE MAP 310 MAP 310 PARCEL 90 PARCEL 89 to rs CHAIN► LINK FENCE `// S14.40*15"W 60.00' PROFESSIONAL LAND SURVEYOR DATE EXISTING BUILDING SETBACK LINE SHED Zc7 o p CERTIFIED PLOT PLAN o MI Im � -- -A WITH N/F > g Cn � TONI ELAYNE SMITH T. NEW � Z I MAP 310 X ,� PARCEL 104 I z rn 6,000 ±S.F. m FOUNDATION r^ m I I LOT 232-U I NSF z i ROBERT W. VARASCONI m o ( I MAP 310 SAT N/F c 16.0' PARCEL 105 #45 PILGRIM LV 1 (IVI LANE MICHAEL& JESSIE DOUMANIAN to ' PARCEL 103 w m I N 4.0' 18.8 HYANNIS 15.1' 6.1' ASSACH USETTS N w Q (BARNSTABLE COUNTY) IFOUNDATION I $ TOP 104.5 N I tr; EXISTING $0N STRUCTURE f i STRUCTURE APRIL 279 2015 21. ' -a 8.0 o 4.0' 26.8 BUILDING SETBACK LINE PREPARED FOR: `�. JOHN BAYLIS HALEN RESTORATION SERVICES, INC 22 AMERICANL WAY N14.40'150E 60.00' _ - S. DENNIS, MA 02660 ------- -- OHW------ O�Iw----- Orlw `--""'---- omw EDGE OF.PAVEMENTBNC � ....... --- —• .'_'_ _' �� �tt 349 Route 28 West Yarmouth, Massachusetts ILGRIMPL , LANE U2673 508 778 8919 1950 - 40' TOWN LAYOUT © 2015 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 MEMM 0 5 10 20r PROJ. MGR.: CRAIG FIELD FIELD: A. NELSON CALL./DESIGN: P. HAGIST DRAWN: P. HAGIST - CHECK: CRAIG FIELD FILE: 9903-ABF.DWG DWG. NO: 6295 '02 SHEET 1 OF 1 JOB. NO: 4-9903.00