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0234 GREENWOOD AVENUE
Town of Barnstable Building Department - 200 Main Street - • * RAMS'"LE, * Hyannis, MA 02601 9�b b� . (508) 862-4038 Certificate of Occtipancy Application Number: 201305673 CO Number: 20140164 Parcel ID: 288176 CO Issue Date: 12118/14 ' Location: 234 GREENWOOD AVENUE Zoning Classification: RESIDENCE B DISTRICT y x Proposed Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: MILLER STARBUCK CONSTRUCTION Permit Type: RC00' - CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signatur—e Date Signed °�� �n �i k .SINE , TOWN OF BA RI i STABLE u i i d i n 201305673 • * BA>luvSTABIZ, Issue Date: 69/16/13 Permit MASS. 9� i639- Applicant: MILLER STARBUCK CONSTRUCTION Permit Number: B 20132220 RFD MA'1 A Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/16/14 Location 234 GREENWOOD AVENUE Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN . Map Parcel 288176 Permit Fee$ 969.00 Contractor MILLER STARBUCK CONSTRUCTION Village HYANNIS � App Fee$ 100.00 License Num 043338 Est Construction Cost$ 190,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD A 2 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HUGHES,BRIAN S&MCGUIRE,KAREN E BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 29 INSPECTION HAS BEEN MADE. HYANNISPORT,MA 02647 Application Entered by: PF Building Permit Issued By: ��G �G THIS PERMIT CONVEYS W RIGHT`TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY.PART THEREOF,EITHER TEMPORARn,Y OR PERMANENTLY ENCROAcFW.ENTS ON PUBLIC PROPERTY NO SPECIF; IC ALLY:PERMITTED UNDER THE BUJLDING CODE,-MUST BE APPROVED BYE-THE JURISDICTION`''ST RE. ET'OR ALLEYGRADES AS WELL ASbEPTH ANI)�LOCATION`,OF P/UBlIC'.SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF�,THI$PERMTT DOES NOT RELEASE TM'APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS x a` .. a�e• ��z w "t �F,r, a.N�, 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). 3 :P Wa BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION'APPROVALS d�7 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 �,- /<<t ,br �f Board of Healt . a. . Commonwealth of Massachusetts Board of Building Regulations and Standards Manufactured Buildings Program LABEL REQUEST FORM This Section for State Use Only Date Processed Label Numbers: Tssuedby: Fee Received $ 16 0 . ©� / '7 �� 41V O -?- Check Number This Section to be Completed by Manufacturer--PLEASE PRINT OR TYPE SECTION 1-MANUFACTURER INFORMATION BBRS\DPS I.D. # Manufacturer Name `3c ce 14,0A46S INC MC# 37(, Street O 41r N/M i r2 A V 4 City/State/Zip VA de To o CR Telephone Number: (747) S'63 -•��(S,z, Fax Number; EmailoyM,CxAe-z-v, (R 4/,,lyoiveu, .-VA Manufacturer-Plant Inspector D 4iq eAPOZZ f Third Party Agency CO a �Tlc,,c TPIA# 0�- Number of Labels Total Amount Attached $ /00o Op Manufacturer's Serial Manufacturer's Model , Number Designation CNocu7-iv,y y� s SECTION 2-LOCATION OF BUILDING Street Z `J 6 IZGC AIWOOp - City/State/Zip. 11 M NA14S P6P-T /V/A 0 ZC O( ' SECTION 3-BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION ,/ r r Builder/Dealer Street �a l3� 7-U2NE3Z City/State/Zip 1Al/It r84lyl Certified Installer Licensed Construction License Number: 6-/0 ,( Y? l Supervisor A AJOZC W C 011 14t S Expiration Date: This form_shall be completed by the manufacturer when requesting manufactured building labels. All information shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. This request shall be forwarded to the BBRS/Dept.of Pj c +�`r� 1380 Bay Street,Building B EV -- � V G, Taunton,MA 02780 ATTN: Linda Sheaf JUN ' 7 2013 s\mfg\forms\mfgLabelRequcst 1 July,2009 --- ---- McGuire Project M PROJECT NAME: Cb ADDRESS: ci PERMIT# � PERMIT DATE: l� M/P: LARGE ROLLED PLANS ARE IN: BOX 1 SLOT ��-- Data entered in MAPS program on: BY: q/wpfiles/forms/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 82© ;3 TOWN CF BAR, Map 2 S$ Parcel ' 174 Application # Health Division _ ��. Date'lssu`'ed ( — � Conservation Division T tC Sf-') 9)1-[D t Z�( �2 A Application e Planning Dept. P-ern flee 1q 4i (00 DJVIS310 1 Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation / Hyannis Project Street Address 23y (Tree n woo0 74 ye Village 4u&n n r 5 par Owner&i;zn e' / . f�i 4hes I'jG.r+en A,/�(T�.l i'•G Address Pd PJOx 2-9 /fNcc.nniSport e -4 Telephone _50 g•53c1• ! I Permit Request aeYY10 rL.bU I IQlAAAt 5 , Square feet: 1 st floor: existing 72g1 proposed 76 2nd floor: existing ro osed Total new � a S q 9_ p p _ 9_ p p Zonin District R� 5 Flood Plain Groundwater Overla g _� Y Project Valuation 7-00�,0 Construction Type 1 Lot Size '`}o Q c_re Grandfathered: ❑Yes' ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ff Two Family ❑ Multi-Family (# units) Age of Existing Structure 3 q0 Historic House: ❑Yes eNo On Old King's Highway: ❑Yes eNo Basement Type: (Full ❑ Crawl . ❑Walkout ❑ Other �— Basement Finished Area(sq.ft.)_ Basement Unfinished Area (sq.ft) �® I Number of Baths: Full: existing, new . Half: existing new _ A Number of Bedrooms: 2 existing new � Total Room Count (not including baths): existing new 7 First Floor Room Count 3 Heat Type and Fuel: ❑ Gas ❑ Oil 2"E'lectric ❑ Other . Central Air: ❑Yes Y o Fireplaces: Existing New Existing wood/coal stove: ❑Yes �No Detached garage: ❑ existing 'd new size Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ 3 So Attached garage: ❑ existing ❑ new sizl_Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name f'�w l rj/L Telephone Number _ �08• 9 • �� Address _ r00 X 7 License # ` 0 3-3 a Fa l m w t"h G) Home Improvement Contractor# / 163 7 Ud Sy I Worker's Compensation # a�0 g IS ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL,BE TAKEN,TO IJr2/JE SIGNATURE—_— 'DATE �l l u 1l 3 1! I 3 FOR OFFICIAL USE ONLY ' APPLICATION# ATE ISSUED }r t F ,;MAP./PARCEL NO. ADDRESS VILLAGE - - OWNER f`t DATE OF INSPECTION: r x -FOUNDATION '"` FRAME INSULATIONS -I r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL _ GAS ; --,:,-z,. ROUGH . .-, c FINAL - ;FINAL BUILDING1 ! - DATE-CLOSED OUT _ F ASSOCIATION PLAN NO. {' The Commonwealth of Massachusetts _ Department of Industrial Aceidetus Office of lnvestigatiora 600 Washit:gton Street t Bostoyr,AAA 02111 - www.tnass.gov/dia Vorkers' Compensation insurance Affidavit: Builders/Contractors/Electricians/Plumbers ARpticant information Please.Print Legibly 1 an a (Business/Organizationffndividtial): Miller Starbuck Construction Addll'ess: 766 Falmouth Rd.,D-20 t City/IStatc/Zip:Mashpee,]VIA 02649 Phone#: 508-539-1124 9 Tire you an employer?Check the appropriate box: t� Type.of project(required): 1.EX, Aim a employer with -7 4. ❑ 1 ant a general contractor and 1 6. Ej New construction I employees(full and/or part-time).* have hired the sub-contractors 2.❑ 4l listed on the attached sheet.t 2• ❑Remodeling I�am a sole proprietor or paru�er- ip and have no employees These sub-contractors have $. ❑'Demolition Itorking for me in any capacity. workers- comp:insurance. g. ❑Building addition [jNo workers'comp. insurance 5. El are a corporation and its. rE quired.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ ],,.am a homeowner doing all work right of exemption per M.GL 1 1.❑ Plumbing repairs or additions c. 152, '1 4 and we have no txtysclf. [No workers' camp. § O:' 1.2.❑.Roof repairs insurance required.]' employees. [No workers' 13:❑Other comp. insurance.required.] iAny applicant that checks boa 91 must also fill out the section below showing their workers'compensation policy infomntion, I•lomemvners who submit this allidavii itidicating They are doing all emrk and then hire outside contractors must submit a new affidavit indicating'sticb. !Contractors that check this box must attached an additional sheet showine the name of the stab-contractors and their workers'comp.policy information. I afit an Below is the policy and job site irfrzr•ma!tr�n. insurance Company Name: Star Insurance l . Policy or Self-ins.Lic.#: WC.0220915 Expiration Date: 03=27-201'4 lol>Site Address. 234 Greenwood Ave. City/State/Zip: Hyannis,MA'02601 i Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25.A of NIGL c. 152 can lead to the imposition of criminal penalties of a fide up to$1,500.00 and/or o»e-year imprisonment,as well as eivil.penalties in the form of a STOP WORK ORDER and a:title of tip t oS250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of ln'esti va nons of the D1A for insurance coverage verification. I do l are b;,uerfifj?.1111der the pains and pen��ijury that tare information provided above is true and correct. '`� 08=t9-20't3. Stf�nt�tulc: Date: Ph#nc 1 508- 39-1124 Q ffi ial use only. Do not write in this area,to be completed by city or town r fficiaL Cityor•Town: Permit/License# issu hg Authority(circle one): 1. Board of Health 2. Building;Department 3.City/Town Clerk 4. Electrical inspector 5.Plumbing inspector fi.U1:her Contact Person: Phone.#: t � I MILLSTA-01 HCLEMENT A CERTIFICATE OF LIABILITY INSURANCE DATE `M1D" ' 9/912013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. I an ADDITIONAL INSURED the ollcypes)must be endorsed. If SUBROGATION IS WAIVED,subject to IMPORTANT: If the certificate holders P the terms and conditions of the policy,certain policies may'require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsements. CONTACT PRODUCER NAME: Mason&Mason Insurance Agency,Inc, ac°NN e ,(781)447-5531 AIc No,:(781)447.7230 468 South Ave. Whitman,MA 02382 ADDRESS: INSURERS AFFORDING COVERAGE NAIL N INSURER A:Main Street America Assurance 29939 INSURED INSURER B:Star Insurance Company 000063 Miller Stdrbuck Construction Services,Inc- INSURER C: PO Box 726 iN6URER D: Falmouth,MA 02641 INSURER E: INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�TA 'TYPE OF INSURANCE POLICY NUMBER D EF XP LIMITS GENERAL LIABILITY EACH OCCUR REiCE $ 2,000,00 A X COMMERCIAL,GENERAL LIABILITY MPF1100Y 12J112012 1211/2013 'PREMISE Esocwrresoel s 500,00 CLAIMS-MADE a OCCUR MED EXP(Any one rsan $ 10,00 PERSONAL B ADV INJURY $ 2,000,00 GENERAL AGGREGATE S 4,000,00 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMPIOP AGG S 4,000,00 POLICY 7 iF LOC $ INGLE LIMIT AUTOMOBILE LIMILITY Ee eoddenl $ ANY AUTO . BODILY INJURY(Pei person) S ALL OWNED SCHEDULED BODILY INJURY(Pereoudenl) $ AUTOS AUTOS MA E HIRED AUTOS NON-OWNEDTOS $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EES xCSLIAe HCLAIMS-MADE AGGREGATE S DSD RETENTION 8 S V90AKERS COMPENSATION WC STIMIT ATU OTH- AND EMPLOYQRS'LIABILITY B ANY PROPRIETOR/PARTNERIEXUCUTSVE Y/N CO220916 3/2712013 3127/2014 E,L.EACH ACCIDENT $ 1,000,00C OFFICERMIEMBEREXCLIJ FNI NIA 100000 (Mandatory In NN) E.L.DISEASE-FJ1 EMPLOYE S , , If lea descllDe upp , DESCRll�TION O1OpERATIONS below EL.DISEASE•POLICY LIMIT $ 1,000,00 OPSCRIPTIORVF OPERATIONS I LOCATIONS r VEHICLES(Attach ACORD 101,Addklonat Remarks Schedule,If more apace le requited) tom: ® N CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Streat Barnstable,MA 02632 QUTNORIZED REPRE6ENTA7IVE 01288.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010106) The ACORD name and logo are registered marks of ACORD r e , Commonwealth of Massachusetts Manufactured Buildings Program-Plan Identification Number Assignment Name of Manufacturer BLU HOMES INC. MC Identification Number 376 Third Party Identification Number Project Title EV/MA ..120075- Use Group R3 BBRS\DPS- , Identification Number 0126- 13 Review by Program All plans are reviewed by MA and should be Director Required stamped as below when approved - Dater 04/ 10/ 13 Manufactured Buildings Program Q From: Linda Shea Manufactured Buildings Program c. Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\DPS Identification Number (BBRS\DPS I.D. Number) t The Board.of Building Regulations and Standards and Department of Public Safety ('BBRS\DPS) hi s received your building plans for the referenced project and has assigned the identification number noted above (in the block marked BBRS\DPS I.D. Number). This number has been assigned for _ purposes of internal tracking methods. This number shall be used in reference to'this project and on all future correspondences, inquiries and plan revisions. ACCEPUD b. MMACfl SiMNIANUFACTUR80BUIWV!060R03RAM ( STATE 80ARD OF 0811 N$ STANDARDS staNATUW, 8A5 O MMO 4CH tCAT10NOKY Thank you for your cooperation with this matter. UaUar•O FUR REVIEW. Send all correspondences,inquiries and plan revisions to:, BBRS/Dept.of Public Safety Linda Shea 1380 Bay Street a Building B Taunton,MA 02780 Bbrs\forn-s2\manufacturedbldgplanid-June 30,2009 I LICENSE OR PERMIT BOND BOND NO. S-819469 KNOW ALL MEN BY THESE PRESENTS THAT WE, Miller Starbuck Construction Inc of 766 Falmouth Rd, D-20 Mashpee MA 02649 as Principal, and NGM Insurance Company a Florida corporation with its principal office at 4601 Touchton Rd East Ste 3400 Jacksonville, FL 32245-6000 , as Surety, are held and firmly bound unto Town of Barnstable Building Division in the sum of One Thousand and 00/100 Dollars ($ 1,000.00 ), for the payment of which sum, well and truly to be made, we bind.ourselves, our personal representatives, successors and assigns,jointly and severally,firmly by these presents. The condition of this obligation is such,,that whereas the Principal has obtained, or shall obtain, a license or permit from the Obligee for street permit at 234 Greenwood Ave, Hyannisport, MA for the term commencing on the 15th day of May 2013 and ending on the 15th day of MayR 2014 NOW, THEREFORE, if Principal shall faithfully observe and comply with all terms of the underlying license or permit, and all Ordinances, Rules and Regulations, and any Amendments thereto, applicable to the obligation of this.bond, then this obligation shall become void and of no effect, otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect, cancel this bond by giving thirty (30) days written notice to the Obligee and the bond shall be deemed canceled at the expiration of said period; the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond,for any act or acts covered which may have been committed by the,Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by the Surety hereon. Regardless of the number of years or terms this bond remains in effect, and regardless of the number and amount of claims that may be made, the maximum aggregate liability of the Surety is limited to the penal sum of the bond. SIGNED, SEALED AND DATED on this 15th day of May 2013 Miller Starbuck Construction Inc By ea 4 �. NGM Insu ance Company By i Attorney-in-Fact Gwen Vosburgh f d 687.QQ-0002a-04 c ' I Bk 25632 P t f� i,39 x-�•4r1646 0E-19-201 1 a'L 03 a 36P HASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 03-19-2011 9 03:36pm Ct 10 1439 Doti: 41646 i Fee: $819.09 Cons: $239r500.00 QUITCLAIM DEED - BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 08-19-2011 a 03:36am CtLv: 1439 Dor_T: 41646 Fee: $646.65 Cons: $239r500.00 I,James R.Hayes,surviving spouse of Majorie J.Hayes,of 1 Twomey Court,#37, South Boston,MA 02127 for consideration paid and full consideration of Two Hundred Thirty Nine Thousand' Five Hundred and 00/100($239,500.00)Dollars grant to Brian S.Hughes and Karen E.McGuire,husband and wife as tenants by entirety,both of 52 Cedar Road,Belmont,MA 02478. . with Quitclaim Covenants, a certain parcel of land with the building thereon,situated in Barnstable(Hyannisport),Barnstable County,Massachusetts,bounded and described as follows: WESTERLY by Greenwood Avenue,as shown on hereinafter mentioned plan, on an arc having a radius of 396.73,one hundred(100)feet; NORTHERLY by LOT 5A,as shown on said plan,one hundred ten and 26/100, (110.26)feet; EASTERLY by other land of Howard G.Pulsifer et ux,twelve and 92/100 (12.92)feet; NORTHEASTERLY still by other land of Howard G.Plusifer et ux,two hundred seven and 68/100(207.68); r SOUTHEASTERLY still by other land of Howard G.Pulsifer and Elvie M.Pulsifer; Thirty-seven and 92/100(37.92)feet;and j SOUTHERLY still by other land of Howard G.Pulsifer et ux,two hundred seventy-three and 14/100(273.14)feet. Property Address: 234 Greenwood Avenue Hyannisport,MA 02647 Bk 25632 Pg 140 #41646 - I I Said premises are shown as LOT 5B and a lot of Howard G.Pulsifer as shown on a plan of land entitled"Subdivision of Land-Hyannisport-Barnstable,Mass. Subdivision of LOT 5 as Surveyed for Howard G.Pulsifer—Scale; 1 inch=40 feet—December 1949,Whitney&Bassett-Architects&Engineers—Hyannis,Mass",which plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 90,Page 21. There is excepted from the above mentioned lot a triangular parcel of land which j was conveyed by Alice G.Godin to Arthur P.Pancheco and Anne 1.Pancheco by deed dated November 29, 1986 and recorded in Barnstable Registry of Deeds Book 5429,Page 93,Said excepted parcel is shown as"Parcel A"on a plan entitled,"Subdivision Plan of Land in: Hyannisport Barnstable,MA.Prepared for: Arthur Pancheco",dated October 3, 1986,and recorded at the Barnstable Registry of Deeds in Plan Book 426, Page 38. Said excepted parcel is more particularly bounded and described as follows: WESTERLY by Greenwood Avenue,five and 02/100(5.02)feet; l NORTHEASTERLY by Lot 5A,forty and 82/100(40.82)feet; and SOUTHEASTERLY by Lot 4,forty and 10/100(40.10)feet. The premises being conveyed are also shown in said Plan Book 426,Page 38 as. Lot 4 and Lot 5B. For title reference see deed recorded with Barnstable County Registry of Deeds Book 6290,Page 119. Under the pains and penalties of perjury,I state that at the time of my wife's death (Majorie J.Hayes—Date of Death: January 4, 1991)we were married and not divorced. i Property Address: 234 Greenwood Avenue . Hyannisport,MA 02647 i I , I Bk 25632 Pg 141 #41646 WITNESS my hand and seal this 18th day of August,2011. . s R.Hayes COMMONWEALTH OF MASSACHUSETTS Norfolk,ss. August 18,2011 On this day,before me,the undersigned notary public,appeared James'R.Hayes;who proved to me through satisfactory evidence(Massachusetts Drivers License)to be the person whose name is signed on the preceding instrument, and acknowledged to me that he signed it voluntarily for its stated purpose. lliam F.Me ' ,Not . ����:��'� •° . y Commissi n Expires: 1life ' .... BARNSTABLE REGISTRY_ OF DEEDS REScheck Software Version 4.4.4 Compliance, Certificate Project Title: McGuire-Hughes Residence Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Singe-family Project Type: New Construction Orientation: Bldg.faces 270 deg.from North Conditioned Floor Area: 1,431 ft2 Glazing Area Percentage: 20% Heating Degree Days: 6137 k Climate Zone: g Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 234 Greenwood Ave. Karen McGuire Blu Homes Hyannis Port,MA 02601 234 Greenwood Ave. 130 Turner St Hyannis Port,MA 02601 Ste 610 Waltham,MA 02453_ Compliance: 11.20/6 Better Than Code Maximum ILIA: 402 Your UA:357 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 esflmate of energy use or cost relative to a minimum-code home. - - - Envelope Assemblies Gross - Glazing Cavi • . Door U Perimeter Ceiling 1:Structural Insulated Panels(SIPS) 1,025 38.0 29 Wall 1:Wood Frame,16"o.c. 807 13.0 -11.5 30 Orientation:Front Window 1:Wood Frame:Double Pane With Low-E 57 0.260 15 Orientation:Front Door 1:Glass 20 0.290 6 Orientation:Front Wall 2:Wood Frame,16"o.c. 313 13.0 11.5, 12 Orientation:Right side Window 2:Wood Frame:Double.Pane with Low-E 22 0.260 6 Orientation:Right side , Wall 3:Wood Frame,16"o.c. 962 13.6 11.5 27 Orientation:Back Window 3:Wood Frame:Double Pane with Low-E 100 0.260 26 'Orientation:Back -Door 2:Glass ' 214 0.300 64 Orientation:Back Wall 4:Wood Frame,16"o.c. 313 13.0 11.5 11 Orientation:Left side ` Project Title: McGuire-Hughes Residence Report date: 08/06/13 s Data filename: S:\PROJECTS\2-ACTIVE CLIENTS\MCGUIRE\06_RECORD SETS\B_LOCAL\McGuire Page 1 of 2. ResCheck.rck - Window 4:Wood Frame:Double Pane with Low-E g 0.340 2 Orientation:Left side Window 5:Wood Frame:Double Pane with Low-E 9 0.260. 2 Orientation:Left side Door 3:Glass 41 0.300 12 Orientation:Left side Basement Wall 1:Solid Concrete or Masonry 1,090 0.0 ,10.0 69 Orientation:Unspecified Wall height:8.0' Depth below grade:6.5' Insulation depth:8.0' . Floor 1:All-Wood JoistfTruss:Over Unconditioned Space 980 19.0. 0.0 46 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. G e Name-Title Signature - ., Date Project Title: McGuire-Hughes Residence Report date: 08/06/13 Data filename: S:\PROJECTS\2-ACTIVE CLIENTS\MCGUIRE\06_RECORD.SETS\B LOCAL\McGuire Page 2 of 2 ResCheck.rck 2009 IECC Energy . Efficiency Certificate Wall 24.50 t' Floor 10.00 ;. Ceiling/Roof .. 38.00 Ductwork(unconditioned spaces): . Window 0.26 Door 0.30 Heating System: . Cooling System: Water Heater Name: Date Comments: a . r • f ^!/� c,rn;�„c.•rua�r./!1,.r,.f/'r l�rhir///r...e//'r License.or registration'valid for individul use only Office-of Consumer Affairs A Busitlesrt Regulation before the expiration date if found return to F ME IMPROVEMENT CONTRACTOR. Office of Consumer Affairs id Business Regulation: egistrat�on: 110373 Type 16 Park Plaza=Suite 5170 I , r•,txpiration 10/20/2014, Private Corpocafic i Boston;�1A 02116 64ILLER STARBUCK CONSTRUCTfON ING; t PHILO .AAILLER;JR p 40 MILLPOND WAY k q • /�' FALMOUTH,MA 02536. •.. `" Lindersecretary. dot valid without signature Massachusetts aep.a.rtment of Pubi'tc Safety t3oard of Building Regulations and,Sand.a..rds .011i"Ll,IctiRit Sl11t`l�llfit' LIC'6 ise CS-043338 PHILIP M MILLE)i PO BOX'726 FALMOUTH W.61 � .' Expira'ion Commissioner QVIN2015 OF�HE rpw Department of Public Works ' 47 a ar ou a. � � Water Supply Division ' .B 32 Irate A * BARNSPABLE, * Q2 - 6 9MASS. $' TEL: 8- 3 �Ar i639' at Hyannis Water System Operations FAX:. 0 -790-131 FD MA'S .• September 4, 2013 Town of Barnstable Building Inspector Town Hall Hyannis, MA 02601 4; `{.. RE: 234 Greenwood Avenue—ACCT#: 603003 —Water Meter Read: 0077—Meter# 88504299 Dear Sir: Please be advised that the above water service was shut off and the meter removed on 9/3/13. The owner has informed us of plans to demolish the building. Sincerely, e arck Hyannis Water System L. 6 "L.E. S. e' K `t. Sep, 9. 2013 10: 53AM No, 6885 P. 1 "NSMAMOne NSTAR Way EL EC Tfl/C Westwood,Massachusetts 02090 GAS September 5, 2013 Karen E. McGuire PO Box 29 Hyannis Port, MA 02647 RE: 234 Greenwood Avenue Dear Karen E. McGuire: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of September 4, 2013, the electric service to 234 Greenwood Avenue, Hyannis Port, MA 02647, WO# 01953469 has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at 888- 633-3797. Sinc rely, Susan Davis New Customer Connects i f nationalro August-19, 2013 , Attn: Karen McGuire , . Re: 234 Greenwood Ave, Hyannis, MA. This letter is to notify.-you that the gas service to 234 Greenwood Ave; Hyannis; MA. has been cut and capped on.08/14/2013: Regards; Y\►G.��./14 r .a Diane Camara US National Grid Gas Customer Fulfillment Town of Barb stable ' Regulatory Seirvi ie Zr .suss. $ Thomas F.Geller,Director. Bailding"Division" . 200 Main Sett*Hyanu s,MA 0601 irwwaown.liarnstablema.as. Office. 508-862-4038 F= 508-790-6230 Property Owner Must Complete and Sign-This Section If Using A Builder j Karen McGuire • ,as Owner of the subject•pioperty . hereby authorize Miller Starbuck Construction Svcs and Blu Homes,Inc. to act on nay behalf in all matters relative to moxk"authorized by this buRding pemmit: 234 Greenwood Ave Hyannis Port, MA (Address of Job). Pool fences.and alarms are the responsibility of the'applicant. Pools are not to be Ued or utilized before fence is installed and all final inspections are performed and accepted: Signature of Owner Signature of Applicant- " � •• ., . rhila p. M11 .-litk, J2 Print Name Print Name ' Date Q:F0RMS:0WNERPERIv0WNP00I S 6012 ®NGM INSURANCE COMPANY POWER OF ATTORNEY A member of The Main Street America Group - - - - - - S-819469 KNOW ALL MEN BY THESE PRESENTS:,That the NGM Insurance Company,a Florida corporation having its principal office in the City of Jacksonville,State of Florida,pursuant to Article IV,Section 2 of the By-Laws of said Company,to wit: "SECTION 2.The board of directors,the president,any vice president,secretary,or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto,bonds,recognizances,contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any such attorneys-in-fact at any time and revoke,the power and authority given to them." r does hereby make,constitute and appoint Gwen•Vosburgh, its true and lawful'Attomey-in-fact,to make, execute,seal and deliver for and on its behalf,and as its act and deed bond number S-819469' dated Mav 15, 2013` on behalf of ****Miller Starbuck Construction Inc***' in favor of Town of Barnstable Buildinq Division for One Thousand and 00/100 - Dollars($ 1,000.00 and to bind NGM Insurance Company thereby as fully and to the same extent as if such instrument was signed by the duly authorized officers of the NGM Insurance Company;this act of said Attorney is hereby ratified and confirmed. ". This power of attorney is signed and sealed by facsimile under and by the authority,of the following resolution adopted by the Directors. of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977. Voted:That the signature of any officer authorized by"the By-Laws and the company seal may affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking, recognizance or other written obligation in the nature thereof; such signature and seal;when so used being hereby adopted by the company as the original signature of such officer and the original seal of the company,to be valid and binding upon the company with the same force and.effect as though manually affixed: IN WITNESS WHEREOF,NGM Insurance Company has caused these presents to be signed by its Assistant Vice President,General Counsel and Secretary and its corporate seal to be hereto affixed this 3rd day of January,2012 UMD���,'4 NGM INSURANCE COMPANY,By: p Bruce Fox Assistant Vice President,General Counsel'and Secretary State of Florida, County of Duval s` ' On this 3rd day of January, 2012 before the subscriber a Notary Public of State of Florida in and for the County of Duval duly commissioned and qualified,came Bruce Fox of the NGM Insurance Company,to me personally known to be the officer described herein,and who executed the preceding instrument,and.he acknowledged the execution of same,and being by me fully sworn,'deposed, and said that he is an officer of said Company,aforesaid:that the seal affixed to the preceding instrument is the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the`authority and direction of the said Company;that Article IV,Section 2 of the By-Laws of said Company is now in force. IN WITNESS WHEREOF,I have hereunto set my hand and affixed by official seal at Jacksonville,Florida this 3rd day of January,2012. oar TASHA PHVOT NOTARY PUBLIC STATE OF FLORIDA `" CaemSEE135437- , Emires 1=015 I,Brian J Beggs,Vice President of the NGM Insurance Company,--do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company at Jacksonville,Florida this. 15 day of Mav 2013 am WARNING: Any unauthorized reproduction or alteration of this document is prohibited. TO CONFIRM VALIDITY of the attached bond please call 1-603-358-1343. ,TO-SUBMIT A CLAIM: Send all correspondence to 55 West Street, Keene,NH 03431 Attn: Bond Claim Dept. or call our Bond Claim Dept. at 1=603-358-1229: - l 1. ' Commonwealth of Massachusetts MariufacWred Buildings Program Transmittal Form for'all correspondences relating to Manufactured Buildings and Building Components To: Linda McAlister factured Buildings.Program_ ., Phone Number: Date Transmitted Linda.McAlister 1 Evolution/MA120075 03/21/2013 Commonwealth of Massachusetts- :; ` Board of Building Regulations and Standards- Blu Homes ` Massachusetts The person forwarding this material shall complete the following portion of this transmittal Name of Person MC Number. "' TPIA Number Michael Hawkes Transmitting Material 376 02. The following information is,being transmitted to the Board of Building Regulations Please indicate the Distinct and Standards and/or the Department of Public Safety for reasons detailed below Model and/or Serial Use (Please check the appropriate box or give a furtherdeschption'of the transmitted Number pertaining to Group items under the section labeled other.•Be sure to identify the appropriate Use Group.) transmitted items Building Plans for Review and Approval El Building Plans forwarded as a record copy for your files v� EV%MA120075 R-3 (Review not required) Revised building plans for review. (Please clearly identify revisions on the plans.), Revised Building Plans forwarded as a record copy for your files (Review not required Please clearly identify revisions on the plans.)' Compliance Assurance Programs 0riginalSubmission ❑ Modification to: Calculations Manual Original Submission • Modification to: ❑ ❑* Installation'Manual Original Submission ❑ Modification to: Systems Drawings Original Submission ❑ Modification to: "" ❑ . Other=Provide a detailed description t' of any other materials which are being transmitted. Identify any revisions cleafly } along with BBRS number. Also, identify the requested action. Site'Location: 234 Greenwood Ave,Hyannis Port,MA 02601 - The office transmitting this information'has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and 1 or rules and regulations for the Commonwealth,of R Massachusetts'Manufactured Building Program,as applicable Harold Signed By R Ida up� , Signed By for TPIA: 2013.04.0- BBRS No; assigned by Mass. for MASS: $,12-124.45 04'00' . Print Form i FS APPROVED DATE 4/8/13 OD'/O .0 D PFS CORPORATION �y Bloomsburg; PA C a I C lJ l a I} i 0 Package N0.♦6/81 a Paul E. Kassabian. 2013.03.201&06: « `MtGuire-Hughes 36 -05'00' 23.4 Greenwood Avenue Hyannispoft, MK.02601 20 March 2013 SGH Project 130224 SIMPSON.GUMPERTZ & HEGER t.. a IEngineering of Structures and Building Enclosures PREPARED FOR: PAU Ka`4E4P ;� Blu I Homes ` • � 5Z lGfUrWt p , - - . �o.a5odi p� 130 Turner St #610 Paul E. Kassabian Waltham, MA 02453 2613.03.20 18:06'- ; 47 -05'00' . . PREPARED BY: eF% APPROVED DATE 4/8/13 Simpson Gumpertz & Heger inc. PFS CORPORATION 41 Seyon Street Building ],,Suite 500 Bloomsburg, Pa Waltham, MA 02453 . Tel: 781 .907.9000' V Fax: 781..907.9009 l Boston Los Angeles New York San Francisco Washington,DC Design,Investigate, and Rehabilitate www.sgh.com SIMPSON GUMPERTZ' & HEGER SHEET NO. Engineering of Structures and Building Enclosures - - r koiECi No.. 130224 - CLIENT Blu Home - - DATE 19 Mar 13 SUBJECT McGuire-Hughes Residence-Evolution 48 - - - - BY - CCKing Information Sheet - CHECKED BY 1. EVOLUTION 48 STANDARD DESIGN-R1 Occupancy Category 11 ASCE 7,Table 1-1 Wind Parameters Basic Wind Speed V 110 'mph ASCE 7,Fig 6-1 Importance Factor I 1.00 ASCE 7,Table 6-1 Surface Roughness- C ASCE 7,CI.6.5.6'.2 } Exposure Category C ASCE 7,Cl.6.5.6.3 Topographic Factor Kzt 1 ASCE 7,Cl.6.5.7.2 Wind Pressure-corner wall zone 21.7 psf Wind Pressure-central wall zone 15.8 psf Snow Parameters _ Ground Snow load', Pg 100 psf ASCE 7,Fig 7-1 ` Exposure Factor 'Ce 1.0 ASCE 7,Table 7-2 . Thermal Factor - Ct 1.0 ASCE 7,Table 7-3 Importance Factor 1 1.0 ASCE 7,Table 7-4 Roof Slope Factor Cs 1.0 ASCE 7,Fig 7-2 Seismic Parameters ' No Seismic Design Required McGuire-Hughes Residence . Address Line 1 234.Greenwo6d Avenue- Line 2 Barnstable County City Hyannisport State MA ,ZipCode -:- 02601 Local Building Code 2009 International Building Code w/2010 Massachusetts Residential Code Amendments (780 CMR) Occupancy Category 11 ASCE 7,Table 1-1 Wind Parameters Basic Wind Speed '. V, 120 :mph 780 CMR,Table 1604.11 `. Importance Factor 1 1.00 - ASCE 7-05,Table 6-1 Surface Roughness B _ ASCE 7-05,Cl.6.5.6.2• Exposure Category B ASCE 7-05,Cl.6.5.6.3 ¢ Topographic Factor _ Kzt 1 ASCE 7-05,CI.6.5.7.2 Wind Pressure-corner.wall zone 20.1.• psf 'Wind Pressure-central wall zone 14.6 psf Snow Parameters -. .APPROVED . PROVED ' •Ground Snow load Pg` 35}" ,.psf 780 CMR,Table 1604.11 �Y Exposure Factor Ce 10 ASCE 7-05,Table 7-2 DATE 4/8/13" Thermal Factor Ct 1.0 ASCE 7-05,Table 7-3 Importance Factor 1 1.0 ASCE 7-05,Table 7-n PFS CORPORATION Roof Slope Factor Cs 1.0 ASCE 7-05,Fig 712 Bloomsburg, PA Seismic Parameters No seismic design required. ' Wind Pressures and Snow loads for tfiis project are lower than,the"Standard Design case. lt. All calculations and designs for-the Breezehouse are for the"Standard Design" unless noted otherwise. McGuire-Hughes. Residence Address: 234 Greenwood Ave Barnstable County Hyannisport, MA 02601 Latitude: 41.638832 Longitude: -70.298264 r Building Code: 2009 International Residential Code with 2010 Massachusetts Residential Code Amendments' Maps: •� .- � 4 . �L� �3f.�.. i�I #�I' .� 'yam ( sx li • .� e� - >✓• 'fit � �t YF-. $ "s ,�, ^: '3•• .,9�� {... rib.' ,,q," :.3• ._ pg tom' .�y� ;• �� •a. ! � m ' y • b4•� p s i. y. �. . I Y u� r•' ' APPROVED DATE 4/8/13 PFS CORPORATION Bloomsburg, PA S• Aih4€\thY� dS,'+" ��' •+✓• an'asn 1' tiw ': "i�1.4 t '_ -,� �F :E�,� •�° _ ''��.ti er�'�.���`"b - � 4`� �'�°f'j' �-W.-.,,a J r` _ry �':iw_z. +, arc, Pd' o,�y r� � `�llr 5' « n '• n :'."fir` +Y,Mi + e•5\ r It � ` r ':"�,� �• '`n o� (ryF' n..�'`�.�� °�� r ^ y�" s. �lse"� '"/��DF'�k� ..- .'i�-�. �s- Po n 4 �e4C )�. a �� t mac«: 4�� � M�" � �t ,;� .�f'• r f 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 780 CMR: MASSACHUSETTS AMENDMENTS TO THE INTERNATIONAL BUILDING CODE 2009 CHAPTER 16:STRUCTURAL DESIGN t 1603.1 Add a third sentence as follows: When structural components, assemblies,-or systems,are designed by a registered design professional under the control of the contractor,and said designs are not included with the z application for permit,said designs shall be submitted to the building official with an application for amendment to the permit. ' 1603.1.7 Replace`on the community's Flood Insurance Rate Map(FIRM)'with`ofthe baseflood elevation'. .' • 1604.11 Add subsection: x ' 1604.11 Snow,Wind and Earthquake Design Factors. Ground snow load,pa,basic wind speed(three second gust speed),V,and earthquake response accelerations for the maximum considered earthquake,Ss and St,for each city and town in Massachusetts shall be as given in Table 1604.11. Exception. For ground snow load and basic wind speeds for R-3•one-,and two-family dwellings of three stories or less,see 780 CMR One-and Two-family Dwellings. TABLE 1604.11 GROUND SNOW LOADS;BASIC WIND SPEEDS;EARTHQUAKE DESIGN FACTORS City/Town Pi v Ss S, City/Town p S Ss - S, ` Abington. .45 110 0.26 0.064. Medford 45 105 0.29 0.070 ` Acton 55 100 0.29 0.07f Medway 55 100 0.25 0.065 _ Acushnet 45 110 0.23. 0.058 Melrose 45 105 0.30 0.070- . • Adams 65 90 0.22 0.068 Mendon 55 100 0.24, 0.064 - Agawam 55 r 100 0.23 0.065 Merrimac - 55 110 0.35 0.077 + Alford 65 90PO2 0.066 Methuen 55 110 0.34 0.076 • Amesbury - 55 1100.077 Middleborough 45 110 0.24 0.061 Amherst. 55 1000.067 Middlefield. 65 100 0.22 0.066 -. Andover 55 110 .0:075 Middleton 45 110 0.32 0.073 - Aquinnah(see Gay Head) _ Milford 55 100' 0.24 --0.065 - Arlington 45 105 0.069. Millbury 55.. 100 0.24 '0.065 - .Ashbumham 65 100 0.072 Millis 55 100 0.25 0.065 Ashby 65 100 0.072 Millville 55 100 0.24 - Ashfield' '65 100 0.22 1'0,068 Milton - 45 105 0.27 0.066 - - • Ashland, _ 55 -100 0.25 0.066 Monroe 65 100 0.22 - 0.069 _ Athol.. ._ 65, 100 0.25 ' 0.070 Monson -55 100. 0.23 . .0.065 - - Attleboro 55. �110 0.24 0.062 Montague -65 . 100 0.23 0.068 - - ' Auburn 55,'. 100 0.23 _0.065 Monterey 65 90 0.22 0.066 - - Avon 55 1 100 0.26 0.064 Montgomery - .65 100 0.23- 0.066 Mot Washington - 65 90 0.23' 0.066 ' Barnstable 35 120 0.20 0.054 Nahant 45 110 0.30 - 0,070 _ • Barre •.55 106 0.24 0.068` Nantucket 35 120 0.15 0.047 • - Becket.. `- '. -` 65 -90,. 0.22. 0.066 Natick 55 100 026 0.067 - - Bedford 55 100 '0.29 0.071 Needham 55• 100 0.27 .0.067 e, - Belchertown 55 100 0.23 0.066' Now Ashford 65 90 0.22 0.068 t - Bellingham - 55 100 0.24 0.064 New Bedford: 45 110 0.23 0:058 Belmont - -45` 105 0.28 0,069- New Braintree 55 100 1 0.23 0.067 Berkley 55- '110 0.24 0.061 New Marlborough 65 90. 0.23- 0.066 ' ' Berlin - - 55 . 100' 0.26, 0.068 New Salem. - .65 100' 0.24.. 0.068 Bemardston `..65 100' '0.23 0.070 Newbury"` ` :=55• 110. 0.35 0.076 Beverly - 45 140. 0.32 0:072''Newburyport 55 110 •0.35- ''0.077. ' Billerica •`55 100 0.30 0.072, Newton _ 55.. 105• 0.27 .0.068 �� Blackstone 65 100 0.24 0.064' Norfolk 55 100 0.25 0.065" N APPROVED Blandford 65 100 0.23 0.066 N.Adams 65 90 0.22 0.069 Q Bolton •'55 100 0.26 0.069, N.Andovery 55 I10 0.33- 0.075 4/O/13 DATE f, PFS'CORPORATION Bloomsburd,'PA 8/6/10 • 780 CMR-Eighth Edition-'79 < SHEET NO. 'SIMPSON GUMPERTZ & HEGER ' _ PROJECT NO. IEngineering of Structures < and Building EnclosGres DATE 27 February 201 CLIENT Blu Homes p BY CABouvier SUBJECT McGuire Evolution - Local.FourldatiOn Loads CHECKED BY LOADCASES 1 Dead 2 Live 3 Snow/Roof.LiveF 4 Wind +X 5 Wind -X 6 Wind +Y 7 Wind-Y Note: >.. All loads are service level (allowable) per ASCE,7-05 RESULTS Loadcase Node .X(kip) Y(kip) Z(kip) Label . _ 1 NA5 0.024 0.094 .5.998 1. NB3 0.171 0.056 8.975 ' 1 ND5 0.321 -0.028 2.862 1 ND4 -0.046 _ -0:006 5.128 1 ND2 " 0.046 0.006. 5,128 1 ND1 -0.321 -0.028 2.862 s��' D 1 ND3 ^, 0 0 - 4.665 APPROVED 1. NB1 .-0.171 0.056 8.975.. DATE'. 4/8/13 1 NA1 -0.'024 0.094 ...5.998 PFS CORPORATION 1 N B2 0.. -0.112 14.852 , - 1, NA2 0.162 , -0.028. 11.022 Bloomsburg; PA 1 NA3 0 -0.063 8.652 1 NA4 -0.,191 -0.028 11.022 t 1 NC1 0 0 3.227 1 NC2 0 0 c 1.169 1 . NC3 0 . 0. . 3.227 i 2 NA5 0.045 -0.127 °1.846 2 NB3 0.314 0,117 `4 4.389 2 ND5` 0.2 -0.005. 1.127 2 ND4. . -0.028 r .0 . 2.426 . 2 ND2 - 0.028 0 2.426--- 2 ND1.: -0.2 •-0:005. 1.127 2 ND3 0' '0:.:'. 2.323 2 NB1:- -0.314 . 0'117 4.39 2 NA1 =0.045 0.,127•. 1..846 2` 'N132 0 r -0.054 8A85 2 NA2 '0.212 0.014 6.618 2.- NA3 0 0.113 "4.736 2 NA4 0.212 -0.013 .6.619 file: S:\PROJECTM32 -ACT IV'FDCILIENTS\MO3GUIRE\03 C®NSULTA6I.$SFF STRUCTURAL\SGH\2013-02-27 •McGuire Evolution48 Local Foundation Loads sheet: McGuire EV48 Page 1 of 6 3:15 PM 3/21/2013 'SHEET NO. SIMPSON GUMPERTZ & HEGER . PROJECT,NO. Engineering of Structures and Building Enclosures DATE 27 February 201 CLIENT Blu Homes BY CABouvier SUBJECT McGuire Evolution - Local Foundation Loads CHECKED BY 2 NC2 s 0 0 1.878 2 NC3 0 0 5.337 3 NA5 0, 0.015 0.627 a 3 NB3 0 0.041 2.541 _ 3 ND5 0.083 0. N0.763 ,. 3 ND4 -0.012 0 1.908 3 ND2 0.012 0 1.908 3 ND1 :0.083 0 0.763 3 ND3 0 • - 0 1:711 3 NB1 0 0.041 2.542 3 NA1 0 0.015 0..627' ` '3 NB2 0 -0.069 -8.381• 3 NA2 0 -0.005 1:66 3 NA3 0"" . -0.032 1.37 3' NA4 0 -0.005 1":66 3 NC1.- . '. 0 0 -0.001 -3 NC2 ;. 0 0 0.- 3 NC3 0. 0 -0.001 4 NA5 -0.108 0.224'Y -0.894 4 . NB3 0.451 0.158 -2.89 4'' ND5 >:..'-0.824 0.04 -1.252 4 +ND4- -0.628 .0.025 f -1.594 : 4 ND2 -0.745 0.434 .. _; -.-1-.245 ' 4 ND1 0.655 0.411 0:114 4 ND3 , -0.551 -0.071 -.1.273 4 N B 1 -0.447 -0.202 , '-0.88 ` 4 •NA1 -0.066 -0.138 -0.305 F APPROVED 4 N132 0.111 0.003 -6.183 4 NA2 -0.906 0.4 -0.432 DATE 4/8/13 4 NA3 -1.734 -0.07 �71.36 PFS CORPORATION 4` NA4 -0.873 0.484 -2.856 Bloomsburg;PA 4 NC1 0.455 . , 0:057 0.207 4. NC2. -0.026 0.016 0- 4 NC3 -0094 -0.007 0.209 5 NA5 0.07 -0.216 = -0.31 5 NB3 '-0.3,92 -0.204,-' . _0.037 5 ND5 ',. 0.675 -0:05 ,., 0.117 5 . N D4 0.639 0.034 1.245 5 ND2 0.756 . =0:57 .,' =1:595 F 5 ND1 _0.898, 0.513. 1.254 " 5 ND3' 0:548 0.095 -1.273 5 N81 0.497 '0.154 2999 5 NA1 .0.066 0.133 -0.898 5 'N132 0.046 -0.005 -4.904 _ file: S:\P ROJ ECT,%2 =.ACT MEMO ENTS\MMPJIRE\03_QQNSULTA1fl _STRUCTURAL\SGH\2013-02-27 - McGuire Evolution48 Local Foundation Loads sheet: McGuire EV48. Page 2 of 6 3:15 PM 3/21/2013 SHEET NO. SIMPSON GUMPERTZ & HEGER PROJECT NO. Engineering of Structures Iond Building n Enclosures. _ DATE 27 February 201 CLIENT Blu Homes BY CABouvier SUBJECT McGuire Evolution - Local Foundation Loads CHECKED BY 5 NA3 1.556 0.02 -1.361 _ 5 NA4 0.843 0.379 -0.394 5 NC1 . 0.641 0.086 0.21 APPROVED 5 NC2 0.09 -0.024 0 4/8/13 '5 , NC3 0.091 0.01 -0.208 DATE PFS CORPORATION Bloomsburg, PA 6 NA5 0.004 _ -3.4 8.963 6 N B3. f -0.015. -3.684 6.257 6 ND5 0.236 +r. -423 -0.088 6 ND4 0.012-r 0.176 0.979 6 ND2 0.174 -1.143 -0.979 6 N D 1 -1.748 =0.966 -0.088 6 ND3 -0.037 - 0.094 -0.811 .: 6 N B 1 0:05 -3.675 6.219 f 6 , NA1 -0.273 3.483, . -8.927 6,, Y - N132 -0.36 -0.013 -4,524 ' 6 NA2 "-0.12 .0A 9 -1.411 �6 NA3 r 0.685 -1.899 -1.009 6 NA4 0:123 4 r R -1.Q82, • -1.412 6 f ' : NC1 0.868 0.232 0.039 6 NC2 0.395 '. -0:062 -0.032 -6 NC3 .0.276 0.024 0.038 ; 7 NA5 -0.004 3.667 10.719 7 NB3 0.017 4.156 12.099 7 ND5 -0.346 0.3441 -1.J064 7 ND4 0.037 0.364 -1.165 7 ND2 0.189 1.297 -1.165 7, ' ND1 .1.723 1.018 1.063 . 7 M N D3 0.035 �0.094 -0.969 7 N B 1 -0.049 4.13 . 12.06 7" NA1 0.269 ' l3.741 1.0.679 7 NB2 0.351; 0.02 -5.496 7_ NA2 0.126 439 -1 7 ;. NA3 -0.59 1.661 -0.931 7 NA4 0.127 0.922 -1.005 7 N.0 1 -0.851• -0.225 0.043 7 NC2.. 0.384 0.06 0.0.37 7 NC3 -0.273 70.023 0.043 file: S:\PROJECTS\2 -!ACTIVE CLIENTS\MCGUIRE\03 CONSULTANTS\F STRUCTURAL\SGH\2013-02-27 McGuire Evolution48 Local Foundation Loads sheet: McGuire EV48`,<, Page 3 of 6 3:15 PM 3/21/2013 Company SGH Feb 27,201,3 •Designer _325 PM Job Number McGuire Evolution . . Checked By: n, Envelope Joint Reactions. Joint X[kl LC Y fkl LC Z Fkl LC MX k-ft LC MY[k-ftl LC MZ rk-ftl LC 1 NA5 max .092 12 1 3.815 8 16.897 8 0 1 0 1 0 1 2 min -.084 17 -3.372 19 -5.449 19 0 1 0 1 0 1 3 NB3 max .691 12 4.267 8 19.052 13 0 1 0 1 0 1 4 min -.344 17 -3.677 19 -6.816 20 0 1 0 1 0 1 5 ND5 max 1.059 12 .326 20 4.402. 12 0 1 0 1 01 1 6 min -.64 17 -.256 7 .45 17 0 1 0 1 0 1 7 ND4 max .623 18 .354 20 8.377 4 0 1 0 1.. 0 1 ' 8 min -.692 5 -.174 19 1.151 21 0 1 0 1 0 1 9 ND2 max .821 6 1.288 20` 8.377 - 4 . 0 1 0, 1, 0` 1 10 min -.728 17 -1.141 19 1.011 22 0 1 0 1 0 1 11 ND1 max 1.779 22 .1.133 22 4.4 11 0 1 0 ' 1 0 1 12 min -2.134 9 -1.059 9 -.032 22 0 1 0 1 0 1 13 ND3 max .567 6 .14 22 7.69 4 - 0 1 0_ 1 0 1 14 min -.57 5 -.072 5 1.117 22 0 1 0 1 0 1 15 NB1 max .39 18 4.241 8 19.023 13 0 1 0 1 0 1 16 min -.733 11 -3.668 19 -6.776 20 1 0 1 0 1 0 1 17 NA1 max .254 20 3.888 8 16.856 8 0 1 0 11 0 1 18 min -.297 7 -3.455 19 -5.413 19 0 1 1 0 1 0 1 19 NB2 max .351 20 -.043 19 27.512 4 0 1 0 1 0 1 20 min -.36 7 -.296 14 .878 21 0 1 0 1 0 1 21 NA2 max 1.096 6 .439 21 17.639 2 0 1 0 1 0 1 22 min -.792 17 -.555 10 3.689 22 0 1 0 1 0 1 23 NA3 max 1.568 6- 1.603 20 13.391 2 0 1 0 1 0 1 , 24 min -1.746 5 1 -1.933 7 3.415 21 0 1 _0 1 0 1 25 NA4 max ': .729 18 .943 22 17.64 2 0 1. 0 11 0 1 26 min -1.068 5 -1.186 9 3.403 21 1 0 1 0 1. 0 1 27 NC1 max .868 7 .232 19 8.565 2 0 1 0 1 0 1 28 min -.85 20 -.225 8 1.724 17 0 1 0 1 0 1 29 1 NC2 max .395 19 .06 8 3.047 : 2 0 1 0 1 0 1 30 min -.384 20 -.062 19 .669 19 0 1 1 0 1 0 1 31 NC3 max .276 19 .024 19 8.565 2 0 1 0 1 0 4. 32 min -.273- 8 -.023 8 1.723 118 1 0 1 0 1 0 1 33 Totals: I max 8.708 6 20.837 20 169.302 4 34 min -8.672 5 19.275 19 1 33.973 21 FS . APPROVED DATE 4/8/13 PFS CORPORATION Bloomsburg, PA: F Ei : � K : x Assessor's office(1st Floor): Q ���������' Assessor's ma and lot number O ' 76 �'� j`���' ®���� �e o���E to R sr p QV �* Board of Health(3rd floor): Sewage Permit number �/ • �� 1"C? � +��®N��N�� r���1.�,_ �! TOWN REQ N Z BAHMABL L Engineering Department(3rd floor): oY�{{is1i3 •IIf9 rnen House number °o +639• Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION fo� 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .l Proposed Use Z17Y to-5-e d ra h 7 Ac, -Y-d1 bra 7-'• Sc re e 3z- Zqr,,11 A0 l jr_ 9sc d Aoyc j Zoning District 13 Fire District Name of Owner v x4 PS Address %f /liG 57, /0// Name of Builder S - �� S Address 4C9 Q emu0^ �Name of Architect Address / Number of Rooms Foundation &,00ak - CV" Exterior (��,/K- Sl2 r ^e/r c Roofing r� � 17 r Floors 4�7&e G y c,i,,G �f' Interior ��- Heating �G, � c J 3S� 6y at�' d Plumbing Approximate Cost �U' cc, Fireplace PP Area Diagram of Lot and Building with Dimensions Fee i l� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License G �rB/L HAYES, JAMES R. r x , 33200 Permit For Enc lose Pnrbh " r . R'i nal P j.'nmi l y Dwel 1 i ng Location 234 Greenwood Avenue_ Hyannisport e Owner James R. Hayes Type of Construction Frame Plot Lot Y Permit Granted September 12',19 89 Date of Inspection _19 Date Completed 19 pt N. v i471 r tt aid i .✓ � t U GIL Sir ' y rr v AsEessor'4ffice(1 st Floor):, O ry ) 76 Assessor's map and lot number (7 Q 1 !O o�TN E Board of Health(3rd floor): q►, n c, ., Sewage Permit number _T«/ �t• 7� �9 a�e� • a Z BAWSTAALL i Engineering Department(3rd floor): rasa House number �° 1639- ®� Definitive Plan Approved by Planning Board 19 �p MAY a` APPLICATIONS PROCESSED 8:30-9:30.A.M.and 1:00-2:00 P.M.only TOWN- OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO �c��L, � �7 r TYPE OF CONSTRUCTION / Q®� Mal Y 19 - TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location A( !/E Proposed Use e9y%S e d Ana T � � lot:7'y 7 ScYrle yr-C C/ 'e," Zoning District ' ' 1-3 Fire District Name of Owner PS /t• �i7 �� Address �1✓d31, /yf/95S, �a✓�"6 Name of Builder� " �" n�h S Address /L9 Name of Architect Address / Number of Rooms Foundation ®`i>yf-r !T �^�»► �-r e 7�e ��d Exterior ell�� �- ��i i N-e-,Al ci Roofing 4-W,4 17 O Floors a kol _C.-C'"r-,I-e-1- Sr /J Interior. Ao n Heating Z—AC / Y� (�a S 6 c> r d . Plumbing Fireplace`' Approximate Cost Area Diagram of Lot and Building with Dimensions Fee ®i ' J .. f ' i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the,Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License G � HAYES, JAMES R. oZ9'g"!74 No 33200 Permit For Enclose Porch * Single Family Dwelling Location 234 Greenwood Avenue Hyannisport Owner James R. Hayes Type of Construction .Frame Plot Lot Permit Granted September 12, 19 89 Date of Inspection 19 Date Completed -19 /' D f' Ov D v✓ L�/° BAXTER NYE ZONING INFORMATION -- ZONING DISTRICT: RIB ResldmW ENGINEERING �.ry c ) G & .� CURRENT MINIMUM ZOIIING REQUIREMENTS. > SURVEY z MIN. LOT AREA = 43,560 S.F. LNG MIN. LOT FRONTAGE -',20 MIN. LOT WIDTH = 10d FRONT YARD = 20' SIDE A: REAR 'YARD = 10' 10' Registered Professional Engineers MAX. BUILDING HEIGHT' = 30 (OR 2 1/2 STORIES WHICHEVER IS LESSER) and Land Surveyors 78 North Street - 3rd Floor . DEP FILE No.: Hyannis, Massachusetts 02601 SE-3-5040 Phone — (508) 771-7502 - Fax - (508) 771-7622 www.boxter—nye.com STAMP STAMP i Of Mgss SHANE M. Q BRENN11 R No.45917 7S7F ON L I 1 N 1 / iA1-S cat' CONSULTANT _I a a i 1 WA" 1 iz CONSULTANT 1 1 1 as 1 J MAP 288 PARCEL. 175 NA b 1 JOHi F. IWIRA E HOEIf i .. MAP 288 PARCEL 172 ' PREPARED FOR : AN)1 . MMMAEL P. CONLEY. ET UX. , r _1 S 88'29'30' E • � � 40.1�' eA.44 / MM Karen E MCGUIre N B'F �� E p • ' W Al-3 f.O. BOX 2 • N • p Oil atV Port AAk 02647 • N • p O 10 ZONMIG SETBACK LINE • 00' St" MAP 28d PARCEL 171 21.50' • (MMIMpE Rip LONE N� o • meµ) i / LEANN KERN Y DOfTAD01T. TR- 715.715' 1.50 ist �I► S 81'W E OZ N / • / N • - g N • MAP 288 PARCEL 168—OM N • c�z la.N f � • 1 'N/r z � O NI \ • 06wALD L JORDAN i LL_ t t • t W 15.75 r-=- zo 'Q N � J 20o W At 2 � o eoROElallc > � o\ VEL;ETATm z■ MAP PAMEL 176 WEnA1O6 N■ LOT 4 & LOT 50 MEAN HIGH wAIER OF RIVER AS - o• PLAN 9= 429 PAGE 38 PER WGMON & TMOGRAPHY 1� 1/1/2011) > �\ �■ 1�,8Y2 94 FT. t r �i►■ CL46 ACRES t y ■ Q C0111011MIS UPLAND ... f STEWARTS 'C14EEK N s 106107 99L FT. t r a I (NOT rm&L) �- • � W 3 . . • F— C S 21.50 • ,. •. • �. !-- v O • t • ' • WFFER TOW wF Al-1 a N w ; ( o • Z 1 1 = ACK UNE • 10' ZONING SETB .. O ice - W M15 -o MAP m PARCEL 177 w PALE E JANE F. McFN1GH ` a o --Tt SHEET TITLE Foundation Certification ` 1 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE. THE FOUNDATIONS SHOWN HEREON IS IN COMPLIANCE WITH THE DIMENSIONAL Plan SETBACK REQUIREMENTS AS NOTED IN TOWN OF BARNSTABLE ZONING BYLAW AND IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.i SHEET NO THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO TABLISH PR FC OF m4sd SHANE M. DATE: 10 29 13 9n�m /7 SHANE W. BRENNER, P.L.S. DATE: 10 0 10 20 CD BRENNER No.45917 SCALE IN FEET r L L 5���� SCALE: 1' 10' A�� DRAWN/DESIGN BY: MU CHECKED BY: SMB I - -- -- -- - JOB O. 201 CAOD-FILE.