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HomeMy WebLinkAbout0032 TOBEY WAY wAy Town of Barnstable Building Department - 200 Main Street * � • H� annis MA 02601 9 MASS 1 � s6 �. 08) 862-4038 w 3 (5 RFD MA'S A Certificate of Occupancy Application Number: 201204373 CO Number: 20130054 Parcel ID: 246082003 CO Issue Date: 05/20113 Location: 32 TOBEY WAY Zoning Classification: RESIDENCE B DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MICHAEL AUPPERLLEE RENOVATIONS Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �oX, Building Department Signature D to Signed TOWN OF BARNSTABLE #� �.INE 201204373 TOwti Building BARNSTABLE, Issue Date: 08/27/12 Permit 9 MA3S $A i639• �� Applicant: Permit Number: B 20122052 Proposed Use: DEVELOPABLE LAND Expiration Date: 02/24/13 Location 32 TOBEY WAY Zoning District RB Permit Type: NEW SINGLE FAMILY HOME. .Map Parcel .246082003 Permit Fee$ 1,402.50 Contractor MICHAEL AUPPERLLEE RENOVATIONS Village HYANNIS App Fee$ 100.00 License Num 153440 Est Construction Cost$ 275,000 Remarks APPROI,'ED PLAN MUST BE RETAINED ON JOB AND NEW HOME CONSTRUCTION-3 BEDS,2 BATH THIS CARD MUST BE KEPT POSTED UNTIL FINAL I CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,.SUCH Owner on Record: HOLDER,NORMAN B TRUSTEE t BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BOX 164 INSPECTION HAS BEEN MADE. W HYANNISPORT,MA 02672 Application Entered by-.,PR Building Permit Issued By: - THIS.PERMIT CONVEYS NO\RIGHT TO"OCCUPY ANY STREET,ALLEY OR SIDEWALK ORANY PART THEREOF;EITHER TEMPORARILY:OR PERMANENTLY.. ENCROACHMENTS ON`PUBLIC PROPERTY,NOT (SPECIFICALLY PERMITTED UNDER THE'BUILDING CODE,MUST BE APPROVED BYTHE JURISDICTION.S'STREET O&ALLEY:GRADES AS WELL AS`DEPTH•AND LOCATION OF PUBLIC SEWERS MAYBE ^P OBTAINED FROM,THE DEPARTMENT OF PUBLIC WORKS.THE.ISSUANCE OF THIS PERMIT DOES NOT,RELEASE THE APPLICANT-FROM-THE CONDITIONS OF AINY.APPLICABLE SUBDIVISION RESTRICTIONS. - MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING 1S INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF 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). 41.1"W_ A F BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS V TA I3 2IvIZ—�S—l� 2 1 Heating Inspection Approvals Engineering Dept 63 l Fire Dept 2 Board of He 45 C V �1 TOWN OF FIRM-TAB E N 21Q17 OCT -3 f'.i>� $: 59 a h D 1 V S70 4 m �— — — — — — — S 84 05'25" E- ` — _ - - 1340.00' - - - - m ' Setback — — — h Gar. Requiren7ents W I a I — _j a LOT 3 �V N Exist. Fdn. .4 N I 4.0' TOF=98.5 43,591 t S.F. s• Z I 76.2' 4t8• N 2tI B' (L-Li I - 50.9' O 20.0' 10 0' — 340. STREET ADDRESS: #32 TOSEY WAY, HYANNIS ASSESSORS MAP 246 PARCEL 82-3 OWNER. TIMOTHY GAUDETTE DEED REF.: BK. 22639 PG. 24 TOWN OF BARNSTABLE ZONING PLAN REF.: PL. BK. 595 PG. 19 LOT 3 BY-LAW ZONE : RB SETBACKS : FRONT 20' SIDE = 10, I CERTIFY TO SALEM FIVE THAT TO THE BEST OF MY REAR = 10' PROFESSIONAL KNOWLEDG& INFORMA77ON AND BELIEF THE FOUNDA7701V SHO{MV HEREON CONFORMS TO THE HORIZONTAL SETBACKS OF THE ZONING BY-LAW FOR THE Tow OF BARNSTABLE. PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIR7ED \A0FMASSq ON THE GROUND. TERRY s� „ , AS—BUILT' WARNER N THE FOUNDA710N DEPICTED ON THIS No.38721 �� PL 0 T PLAN PLAN WAS LOCATED ON THE GROUND '`F�51��° QS`' IN BY SURVEY ON OCT. 1, 2012 AND EXISTS AS SHOWN AS OF THE DATE I BARNSTABLE, MASS. OF LOCA77ON. SCALE 1=40' OCT. 2, 2012 THIS PLAN IS FOR PLOT PLAN /V TERRY A. WARNER P.LS PURPOSES ONLY. 22 LONG ROAD HARIMCH, MA. 02645 (506) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. O 20 40 80 PROXCT NO. 12-155ASDWG t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a 4o Parcel Application # Health Division Date Issued o� M Conservation Division �- \�a Application Fee Planning Dept. - 6k '15 P / I1 'L3-oH J N I0. Permit Fee Date Definitive Plan Approved by Planning Board /(Jo ie wo !�� cp f'o-T-iPv O%f A N p- �,�`'. ��` . D8- l A- I Z. m o rl YVVA& 0 Historic - OKH bAb= Preservation/ Hyannis a1 g . Project Street Address -D Lary `3 z� 6 Village (� Owner Address �ly1'I/ ✓ GGI� Telephone t _�gv�/aU� Ir Permit Request bpef,4004f 641y Q � � eW Xer ,,1 1 Qxr_sg�, e Square feet: 1 st floor: existing proposed/Sjad 2nd floor: existing proposed Total new Zoning District R T5 Flood Plain '.®A C. Groundwater Overlay °= ,.,, E Project Valuation Construction Type Lot Size > Grandfathered: ❑Yes ❑ No If yes, attach supportingdocumentation. 4 Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes P(No On Old King's Highwa r: Oes No Basement Type: >Vull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new — Half: existing new Number of Bedrooms: existing.3new Total Room Count (not including baths): existing new First Floor Room Count S Heat Type and Fuel: ❑ Gas X Oil ❑ Electric ❑ Other Central Air: ❑Yes WNo Fireplaces: Existing New Existing wood/coal stove: ❑YesANo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barrri�: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing new size _ Other: ' r a C;~ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use Proposed Use r C�1 APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name i`c4ii r &o-B-4.1-ee Telephone Number Address `�9 �a.nd��c�ad� �o License-#— C S Cer 1-;t J_JO D-a-b T<_ Home Improvement Contractor# 153 5',M Worker's Compensation # W Cc S,6#097 . ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i i FOR OFFICIAL USE ONLY i - APPLICATION# _ iF 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 E DATE CLOSED OUT £ ASSOCIATION PLAN NO. f Tom' of Barnstable Regulatory Services Thomas F. Geiler,Director BuEding Divz5i0n Thomas Perry, CB0, Budding Coiamissionar �O 200 Main Street, Hyaaai9,MA 02601 ' , - tr�w.fown.barnstabl�ma:us Officcc 508=862-4038 Fr-)c: 508-790-623C PLAN RE VIEW Owner: T:I 6714-U `TrTl� Map/Parccl: p-l+ Projcct Address 7 Buildcr- �.` . ✓-PP The fallowing it&=were noted on reviewing: in M74- C-' r4-c� sS c rr� -1 `Tla t -rk-uL µ-( Ak2 A.�e Q (J EAR I'Li -5 S � - -f-b ws a-.c AR- G-A k b4S 4-tP77 O-( SAY S c ?�r2 �- cv C Reviewed by: f r `)- . The Conznsorswealth ofMassachusetts Department of Industrial Accidmts Office of InvaWgadans -600 Washington Street- Boston,MA 02111 wwwanass gav/dia ' Workers' Compensation Insurance Affidavit; Builders/Contras•tors/Electricians/Plumbers A-PpReant Information Please Print Le b Name(Business/organ ationdngvich4. M(e A4W- •Address: City/State/Zip: �'U.�v+•��, /N!� DoZG�� S Phone.#: �Z�g . ire on an employer? Check the appropriate bom ' -Type of project(required):.- am 1. I a employer with_ 4• ❑ I am a general -Type and I employees(fall and/or part;ime). - have hired the sob=cofactors 6•,F New construction - 2.❑ I Mn a'sole proprietor or partner- listed an tbm-attached sheet 7. ❑Remodeling ship and have no employees These sub-c have 8. ❑Demohticm working for me ir any capacity, employees and have workers' [No waftm, comp.insurance comp..insm�ce,# 9• ❑Buldmg addition required.] 5. ❑ We are a corporation and its 10-0 Electrical repairs or additions '3,❑ I am a homeowner doing in-work officers have exercised their 11.❑plumbing repairs or additions zysel£ [No worms' camp. right of exemption per MGL in.¢rh rl requimd_]t c. 152, §IN,and we have no 1Z.❑Roof repairs employees. [No workers' 13.❑Other Pomp,insurance required.] Any applicant that chxks box#1 mnst also fill out the section below showing then�k='compcnsafion policy mfarmafim Hameownes who submit this affidavit indicating they are doing all work and then bite outside contractors must submit anew affidavit indicating such Contractors that obeck this box mnst attached an additioaal sheet showing the name of the sub-contractors chid state whether ornot those employers, r the sub-cont�actor$have employees,they mnst pruvide their work=,,camp,policy number. entities have I am an employer that is providing workers'compensation insurance for my employees. 'Below is the policy and job site information. Insurance CampanyName:_ S S0C)cv��� ' Z✓yi �IOv �TS � h'�sa �4r� l--P Policy#or Self ins.'Lic.A BxpirationDate: l !Qob Site Address: �'�' �8 Q y bc` ..One Attach a copy of the workers' compensation policy dedarafion she pie'( wing the poficy number and expiratan date). Failure.to,secme coverage as regaimdundcr Section25A ofMGL c, 152 can lead to the imposition of canal fine up to$1,500.00 and/or one-year imprisonment, as wen as'�penalties in the for of a STOP WORK ORDER and of of up to$250.D0 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of k7estigations of the IDIA for insurance covers e verification 16 hereby certify under the p ' s- es of perj that the information prgyided above is true¢rzd correct S' e: . Date: /11t. /a . •-. -. Phone 0 8 Li a S' C•Twial use only. Do not write in this area, tb be completed by city or.town o0ldaL City dr Town: ---------------- PermitlLicense# r Issuing dTTfhori:ty(circle one): 1.Board of Health 2.Btuldiag Department 3•City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: i Affidavit of Substantial Financial Interest of Cam hx , on oath depose and state as follows: 10 yh I. I am an applicant for a building permit for the property located at Map , Parcel . 005 . The address of the property is _ ® U 7-�bP, k4a g &Vesd L!„ 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above., 3. Within in the last twelve months from today's date, which is - /��/'Z , the 0 followingindividuals or entities have had a greater 1 /o or ea er legal or equitable interest in 9 9 the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel. Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days., I have submitted (5 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 6 building permit applications for property in which I have a 1%.legal or equitable interest. 8. Within this month, I have received O building permits for property in which l have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this L day of 0 , 2O11o? . 00 2001=0050/affin 1 Q/LOTTERYIAMDAVIT �7HE Town OfRar astable Regulatory Services . sass Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 '�Y Prop e Owner Mu st Complete and Sign This Section If Using A.Builder as Owner of the subject property P nY. hereby authorize /�a 11eo era Tr to act on nay behalf, , in an'Matters relative to work authorized by this building permit Wa (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be Utilized until all final inspections are performed and accepted. Signature o er Signature�ofApplic�Z Print Name Print Name Date QTORM&OWNERPERMISSIONPOOLS �tHE Town of Barnstable Regulatory Services, Thomas F.Geiler,Director KAM 1639. �.�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rifles and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building.Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt i i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CIVIR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE \ . WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................-4—stories 5 2 stories RoofPitch ..........................................................................(Fig 2) ........................................... <_12:12 Mean Roof Height ..............................................................(Fig 2)................................................ ft <_33' Building Width,W ...............................................................(Fig 3)................................................ ft <_80, \�I. Building Length,L ..............................................................(Fig 3)............................................... ft :5 80' V_ Building Aspect Ratio L/W ......... .. . .. .. .. . . ........(Fig4 3:1 <6,8., Nominal Height of Tallest Openingz ...................................(Fig 4)............................................. 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''' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only �_ Bolt Spacing-general ..........................................(Table 4)..................................... ..... . <..► in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... in._ 12" Bolt Embedment-concrete.........................................(Fig 5).....--........ ............. .... ..... .........[Q in.>7° Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_15" PlateWasher...............................................................(Fig 5)...............................................>_3„x 3„x W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55 ................................... Maximum Floor Opening Dimension.................................. (Fig 6)............................4 ft<-12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)............................................;......: ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...............................:........... .c. .. _ft <_d -- Floor Bracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..................... Floor Sheathing Thickness .................................................(per 780 C R Chapter 55 ......:............. in. Floor Sheathing Fastening..................................................(Table 2)..�d nails at 4P in edge/LZin field 4.1 WALLS Wall Height ,,,rr�yyy fl� Loadbearing walls........................................................(Fig 10 and Table 5)......................7rs�ft <_10' Non-Loadbearing walls................................................(Fig 10 and Table 5)................... .. . . mkt <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................la in.:5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................—ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x ft Non-Loadbearing walls................................................(Table 5)..............................2x�- ft4 T Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)............................................._ft>_W/3 --- Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............................................................ -_ Double Top Plate Splice Length (Fig 13 and Table 6ft P 9 . . . . ( 9 )................................... Splice Connection(no.of 16d common nails)..............(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)1 Loadbearing Wall Connections \ Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ � y Non-Loadbearing Wall Connections \' Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................2 V Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans Table 9 ..................................C ft_in.<_11' �1 Sill Plate Spans ..................................:.....................(Table 9)..................................loft_in.<_ 1' �L Full Height Studs (no.of studs)...................................(Table 9)........................................................ _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table ) Header Spans.............................................................(Table 9).................................. ft_in.512' Sill Plate Spans...........................................................(Table 9).................................. ft_in.<_12" Full Height Studs(no.of studs)....................................(Table 9)................................................ Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening 2 ............................................................................... <6,81, SheathingType............................. ................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing ......... Table 10 ................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... <— Maximum Building Dimension, L Nominal Height of Tallest Op ....................................................................`ti, ,8„ Sheathing Type..............................................(note 4).....................................................Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................Field Nail Spacing..........................................(Table 11)................................................. Shear Connection no.of 16d common nails Table 11 Percent Full-Height Sheathing.......................(Table 11).................................................�Q% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS \ Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) y Roof Overhang ...................................................(Figure 19).............. ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................k2'or plf Lateral.............................................(Table 12)............................................. plf Shear...............................................(Table 12)............................................ plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13).............................. plf Gable Rake Outlooker.........................................(Figure 20)..............�ft<_smaller of U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................Ulb. Lateral(no.of 16d common nails)...(Table 14)..................:....................L Ib. Roof Sheathing Type......................................... .........(per 780 CMR Chapters 58 a� 59)....... .. Roof Sheathing Thickness........................................... .............................................ain.>_7/16"WSP _ Roof Sheathing Fastening...........................................(Table 2).......................................................� Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the.following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness. pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7ao CNm 5301.2.1.1)1 -MEN THIS EDGE RESTS ON FRAMING OSE8d NAI$ AT fibs Nj___T_____ 11 11 1! Ir 1! JI Ir I! 1 u 1.1 it 11 11 r 11 rl 11 11 Ir 11 11 11 r 11 11 11 1 JI 11 rl V 1 ' 7 11 11 V 1 11 Il O Jti 1'! F• Il 11 >II •Q 1 - It li j� Q Il d 11 Ir � 1 I I 'IY J I 1 1 I z ao h 11 � Q 11 11 Ir 1 4L - Ir rl 11 Ir � fl Ir 1 JI 7�. Ir rl p 1 1! JI Ir u! 1 IL II U 11 1 11 d u Ir Wf 1 O u 11 F• I I I I J I 1 Ir 11 11 1 14 t r 11 rl 11 1 rl 11 / 11 111 l y 00139U CDGE ' NAILSPACINI i t } PANEL � b See Detail on Next Page Vertical and Horizontal Jailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 VU :3 ; Za I u ' a d + FRAMING MEMBERS i i EDGE RaFJ*AEQIATE k S"MIN. i ---- --�t---_----__ -_-- - _----- ------- STAGGERED 3"Mom' RML PATTERN PANEL PA1VE!EDGE DOUBLE NAIL EDGE SPACiNG OQ`TAL Detai l Vertical and Horizontal Nailing for Panel Attachment vi. I hlthe The Hanover Insurance Company 1 440 Lincoln Street,Worcester,MA 01653 anover citizens insurance Company of America 1 645 West Grand River Avenue,Howell,Nil 48843 Insurance Group- Massachusetts Bay Insurance Company 1440 Lincoln Street,Worcester,MA 01653 STREET PERMIT BOND Bond No. BLN9646043 KNOW ALL MEN BY THESE PRESENTS, that we, TIMOTHY GAUDETTE Of MARSTONS MILLS,MA 02648 as Principal, and © The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance, Company (A New Hampshire Corporation), as Surety, are held and firmly bound unto TOWN OF BARNSTABLE , as Obligee, in the penal sum of Five Thousand Dollars , good and lawful money of the United States, for the payment of which sum 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 to open, occupy, cross by vehicles and obstruct a certain portion of a public sidewalk/berm, curbing, street or way in said Town or City of 32 TOBEY WAY, WEST HYANNTSPnRT, MA 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 is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the 14th day of August 2012 TIMOTHY GAUDETTE Principal By: (Seal) �� ® THE HANOVER INSURANCE C MPANY ❑ MASS ACHUS AY INS NCE COMPANY 0 a 1.97 By: JOH SHE Attorney-In-Fact e Bond No.:BLN9646043 THE HANOVER INSURANCE COMPANY • MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint JOHN J MCSHERA of West Yarmouth,MA and each is a true and lawful Attorneys)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Street Permit In the amount of $5,000.00 and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances, contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7,1981-The Hanover Insurance Company;Adopted April 14,1982 -Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, t ' of November 2011. 'NN1/i/ THE HANOVER INSURANCE COMPANY •'Sv MASSACHUSETTS BAY INSURANCE COMPANY \�GORpO ti+ ;�}g CITIZENS SURANCE OMPANY OF AMERICA 'Z19 _ 18r19 BElal �` y9; Robert Thomas Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. Joe renstrom, icy President On this 21 st day of November 2011 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. BARBARA A.r,GARUCK dwaetls Notary Public sx Cmnmonweaph M Maesa Ny CAmmi55ipn Ezy �Se�v.21,2418 ... Barbara A.Garlick, Notary Public My Commission Expires.September 21,2018 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respectthereto,granted and executed by the President or any Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7,1981-The Hanover Insurance Company;Adopted April 14,1982-Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 14th day of August 2012 . THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA ltLc,... I n Margosian,Vice President S 9� /9 ASSESSORS MAP 246 PARCELS:82 ZONING:RB FRONTAGE-20 FT AREA 43.560 SF WIDTH-100 FT D SETBACKS: FROM-20 FT SIDE - 10 F REC TO CB FND REAR - 10 F OB 0.14'S44'08'171 FLOOOZONE C BARNSTABLE MD PANEL/250001 M06 D -- - - JULY 2,1992 GB m xmeoc FND REC TO GB MO 0.16'S45'1 4'331Y FOR REGISTRY USE ONLY ]_,OCjJs MAP �o SCALE 1'.2083' A' REC TO CB 0.87'NOd'01'36'E TODFY sAY GO 35 FT PRWATE ' FND LOT C _._._________-- 401.32' OPEN SPACE PB 505 PC 18 i SHAPE S 8 TO HERE 6751,50 E 187.t 6" S 86'S1'Sp'E LOT 6 ` ; y,JP5 ----------- N $ 21]SHAPE 8-gI T4-�4.ryq o J 6 i R MD S 00 O 3M.51' - .0.62'� 11.12' ORB S 85'S4'2]'E S 66'S1'S0 E MD PRWATE WA S 66"51 50 E REC TO C0 MD 365.11�_—A•-- $I 40 F 1WDE LOT 5 1 0.24'NIT20'48'E REC TO BRB MD SHED 46I]8 SFi 0.05'S4Tt9'dJ'W 86.8' CONCRETE 21.0 SHAPE ,pY�l 99 >> c FOUNDATION ?1CLJ` - . \n S 85'S3'37'E e 0f�s �o. �� 00 PLAN OF LAND IN BARNSTABLE, MA IF (WEST HYANNISPORT) rc f 1 O LOT 4 `Yif OfA'M1 PREPARED FOR C) m44,56SHAPE 4 SF* C) C)NORMA L HOLDER—HALL - tN �D00 IJ, N 84'OS'25'W �D 3 g rI �p SCALE:1'.60' W LOT 3 . 'VI �s [. DATE: SEPTENBER 28,200E I" 43.591 SF3 o 20.1 SHAPE 00 Fp 60 0 60 120 180 Feet 2 0 f N 8a'o'�•W h: BARNSTABLE PLANNING BOARD APPROVAL under the SUBDIVISION LOT z ? CONTROL LAW NOT REQUIRED d3.591 SF! DATE: 20.1 SHAPE }I • 340.00' � ^ N 84•05'25- NOTE: LOT 1 "ry NO DETERMINATION AS TO COMPLIANCE WITH THE 43 20:19SHAPE dip. M1 ORNINIENDED ING NBYCTHEEPB IONEMENDORSEMENi HAS N MADE �0e 01� REC TO BRB MD O DOB N1 715'14'E 340.0p' A.]0-]0' BRB BRB A.32.10' R.18.8t\ MD R.21.27 N 84"OS'25'W ]9.91' CRA/CYlLLR BEACH S 84'05'25'E 80.08' 1931 Co.— ROAD 29.28' _ 24 F MDE PAMEp URwACE WIDE 9 REC TO BOB MD 0,04'H31'45'121 vJ 1 CERTIFY THAT THIS PLAN WAS MADE IN .H ACCORDANCE WITH REGISTERS OF DEEDS RECUUTIONS EFFECTWE IANU—1, 976. AND AS AMENDED IAHUARY],1988. 1m pp,tdj_ypp OWNER OF RECORD: I NOR AU 1.HOLDER-HALL down cape engineering, inc. r 8N%166 WEST.z MA 02672 CIVIL ENGINEERS S� REF:DEED BOOK BOOK 1018 PACE oA AR P.L.S. REF:PUN BOOK 1 PAGE 11 LAND SURVEYORS REF:PWI BOOK 1 84 84 PAGE 149 939 main St.yarmoulh.ma 02975 a is "-1 d e ' � 02 4H 01 •5 ._ �� m.WAYw.wy•..ne a1" u »31,.. 14 t 25e •i 29• "gt 2 w30. $' 4 23 i .a ,e w urcr ..Y_ • i 4' 21 i ielx 5.4 m« - i Y S� \ -. .w.nu" ISAIENE STREET �,� •�� •. , .r• • ra «.m .:�,�. we.m ..y._8.,.w.5 .. .i4 g 27e• H - 8 Y W IS .Za. a. 4 n � N a �� ,e, o• n r Vmt nay. aeurr raWf a ',�u aSHOREY.'•• •ROADS a i e� r woes - �$ «... $4 row..,r Y..IIw..4I.t. � ��.e4-•- . 5 ' erne -•, '� +Ito.... " 9 .�. i Wt ...:a. g....,.... .�,i ' NORMA ACRES SUBDIVISION PLAN OF LAND IN WEST HYANNISPORT, ' BARNSTABLE,MASSACHUSETTS .r»• $ ,,ee NORMp REALTYf TRUST "a .•.ac.`' roe.�• fcut I rao awYu. utr.w .xmaauartt YSY 10,I4f) . •�4ro Y ry,Jf 4 WI.� ' ue uw au. I r O:YYff GRAIGVILLE-w HYA NISPORT ROAD 1p"`a'n• l u u.uwuu.iae w,a• _If o. - 62 • S T • 1. 0 s A R r STANDARD FORM LAND PURCHASE & SALE AGREEMENT From the Office of: ; 1. PARTIES AND MAILING This loth day of May ,2012 ADDRESSES 6. .Anthony Hail (Nfl In) hereinafter called the SELLER,agrees to S ELL and Timothy Gaudette 314 CAMett Road, Haeatons Hiila, VA 02640 hereinafter called the BUYER or PURCHASER,agrees to BUY,upon the terms hereinafter set forth,the following described premises: 2. DESCRIPTION 32 Tobey Way, Waab Hyanniaport, M 02673 (fill In and Include further described at the Barnstable Country Registry of 1/99reference) Deeds in Book 20622 Page 164 (Lot 3 .on Plan Book 595, page 19) 3. TITLE DEED Said premises are to be conveyed by a good and sufficient quitclaim dead running to the (f/llln) BUYER,or to the nominee designated by the BUYER by written notice to the SELLER at least lnsertproposed use ofproperty seven calendar days before the deed Is to be deilvered as herein provided,and In(d)Include In(9)by specific said dead shall convey a good and clear record and marketable title thereto, free from reference any reeldot/ans, encumbrances,except easements,leases,munlolpal a. Provisions of existing building and zoning laws; and other le/nsand other b. Such taxes for the then current year as are not duo and payable on the date of the encumbrances, delivery of such deed; c. Any ifens for municipal betterments assessed after the date of this agreement; d. Easements,restrictions and reservations of record,If any,so long as the same do not prohibit or materially Interfere with the use of sold premises for * A. **construction and uoe of a 3 bedroc)x single family iresidends, 4. PLANS if said deed refers to a plan necessary to be recorded therewith the SELLER shall deliver suoh plan with the deed in form adequate for recording or registration, B. REGISTEREI)TITLE In addition to the foregoing,if the title to sold premises Is registered,said dead shall be in form sufficient for Issuance of a Certificate of Title of said premises,and the SELLER shall deliver. with said deed all Instruments,If any,necessary to enable such Certificate of`rifle to be Issued. 6. PURCHASE PRICE The agreed purchase price for said premises Is$ 16l1,000.00 One Hundred sixty-rive Thousand dollars,of which $ 4,500.00 have bean paid as a deposit this day and $ 500.00paid with offer dated 4119/12 _ $ i so,coo,oo are to be paid at the elms of delivery of the deed In cash,or by certified,cashler's,cheok(a). and ret;ordtn9 Or rOLTA check $ a.os,000,oo TOTAL ` ®2005 GREATER BOSTON REAL,ESTATE HOARD All rights reserved. This form may not be coplod or reproduced In whole or to pan In any manner whatsoever, wilhout the prior express written consent of the Greater Boston Heel Estate Board. to► ttusrea Form 10:HAM PV;Woo OP�OsiUMnr tblu tens vee oruW by bee+eteittla urtar a•rano.t.t*fJte it'oepyrtght Pretested VA Coy not 114 UPed by SQ o7bq pl4tty. � r 4 i 7. TIME FOR Suoh dead Is to be delivered at 2 o'clock P- M.on the 27 th day of PERFORMANCE duly 2012 ,atthesarnatablo Covaby DELIVERY OF DEED Registry of Deeds,unless otherwise agreed upon In writing, it is agreed that time is of the essence of this agreement. 8. POSSESSION& pull possession of said promises frooa all tenants and occupants,except as herein provided, CONDITION OF is to be delivered at the time of the delivery of the deed,said premises to be(hen In compliance PREMISES with the provisions of any Instrument referred to in clause 3 hereof. (attaoh a fist of excapffons,#any) 9. EXTENSION TO if the SELLER shall be unable to give title or to make conveyance,or to deliver possession of ` PERFECT TITLE OR the premises,all as herein stipulated,or if at the time of the delivery of the deed the premleas MAKE PREMISES do not conform with the provisions hereof,then*Ay.-payrneAWwiado-ndor-d:la-aVoomeFS CONFORM sf�al>befe +►stilt+xeiandsdr-editet!•etR'ror�bligatlo�stipattleeereto,�lta8�aeasearh (hlo (ChangepetfodofUrneitdsslred} the SELLER shall use reasonable efforts to remove any defects In title,or to deliver possession as provided herein,of to make the said premises conform to the provisions hereof,as the case may be,In which event�het~f st+rzN�give►vritter+-r�otlea �apestn�9tEa4 or�eferrei>mrrtime fn�perwtorrnanee horeandsr;dnr#theret+pe►t the time for performance hereof shall be extended for a period of thirty calendar days. if at the expiration of the extended time the SELLER shall have failed to remove any defects t0.FAILURE O M PERFECT In title,deliver possession,of make the remises conform,as the case may be,all as herein TITLE OR MAKE p PREMISES CONFORM,eto. agreed,then any payments made under this agreement shall be forthwith refunded and all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto 11. BUYER's ELECTION TO The BUYER shall have the election,at either the original crafty extended time for performance, ACCEPT TITLE to accept such He as the SELLER can deliver to the said promises In their then condition and to pay therefor the purchase price without deduction,In which case the SELLER shall convey such title. 12.ACCEPTANCE OF.DEED The acceptance of a deed by the BUYER or the BUYER's nominee as the case may be,shall be deemed to be a full performance and discharge of every agreement and obligation herein contained or expressed,except such as are,by the terms hereof,to be performed after the delivery of said deed. 13.USE OF MONEY TO To enable the SELLER to make conveyance as herein provided the SELLER may,at the time CLEAN TITLE of delivery of the deed,use the purchase money or any portion thereof to clear the title of any or all encumbrances or Interests, provided that all Instruments so procured are recorded simultaneously with the delivery of sold deed. 14,ADJUSTMENTS Taxes forthe then current fiscal year shall be apportioned as of tho day of performance of this agreement and the not amount thereof shall be added to or deducted from,as the case may be,the purchase price payable by the BUYER at the time of delivery of the deed. ,*IF tom WO 4nota0 by Ban 4rlttln doing o.yotUA. Ri•teW IF mysight protect"and ray Riot br ude4 sy any other potty. iS,ADJUSTMENT OF If the amount of said taxes Is not known at the time of the delivery of the dead,they shall be UNASSESSED AND apportioned on the basis of the taxes assessed for the preceding fiscal year, with a ABATED TAXES reapportionment as soon as the new tax rate and valuation can be ascertained;and, it the taxes which are to be apportioned shall thereafter be reduced by abatement,the amount of such abatement,less the reasonable cost of obtaining the same,shall be apportioned between the parties,provided that neither party shall be obligated to Institute or prosecute proceedings for an abatement unless herein otherwise agreed. 16.BROKER's FEE A Broker's tee for profesetonaf services of 04,950.00 (fill In fee with dollar is due from the SELLER to Kinlin Grover and $A,950,oo to Griffin (Brokerage) amount or percentage; Realty group also name of Brokerage firmis) the Broker(s)herein,bta4Si�e6C-ibEF� trsaant tvtitietorrAs►tif-olarrse�t9ereoiretalr4s�f�e' - ibposttsm�tcttrt�ttir�rtry-thsflt•J'�tsR;s�•f�rcrkerfa'�strafibe'er�itted•t�re�iver•hvtrrllt� • 9Ettf=i�•�n•smoir+�tee�aF•trrvrte�hafh�iie•a�narn�i-s�r�tatr�ecFror'•arr•amcrant"er�saF•hrtfrs E�rciaer'e•Iae�prafesskmat•sewFaese000rdlr►g•tathta=e�ontrnohwhtofge�vor-ts-ths•�saer. Buyer warrants to Seiler he has dealt only with Griffin Realty Group. 17.BROKER(S)WARRANTY The Brokor(s)named herein xi.nii%% Grover a arlffEin Realty Giroup warrants)that (fill In name) the Broker(s)Is(are)duly licensed as such by the Commonwealth of Massachusetts. 18. DEPOSIT All deposits made hereunder shall behold In escrow by rii.nui n Grover (fill in name) as escrow agent sub)oot to the terms of this agreement and shall be dulyaccounted for atthe time of performance of the agreement, In the event of any disagreement between the parties, the escrow agent may retain all deposits made under this agreement pending instructions mutually given in writing by the SELLER and the BUYER. 19. BUYER's DEFAULT If the BUYER shall fall to fulfill the BUYER's agreements herein,all deposits made hereunder DAMAGES by the BUYER ehall be retained by the SELLER as liquidated damages-walesa*lthla-1hIAy days•sites•fhe<41reeerfarrnanQvoi�fi�•agree►o�et�tx•anye�tens3orr#rarevf;Ihtrfi�i�L-�•fi c�thorwlse•rrotlfies•th�t3l��fCf�irrvrttthtg, whloh shall ba Sailor's oxalualve legal or equitable remedy and whioh shall be waived upon oogveyanae to Buyer. 20. RELEASE BY The SELLER's spouse hereby agrees to)oln In said deed and to release and convey all statutory HUSBAND OR WIFE and other rights and Interests In said premises, 21. BROKER AS PARTY The Broker(s)named herein join(s)In this agreement and become(s)a party hereto,Insofar as any provisions of this agreement expressly apply to the Broker's),and to any amendments or modifications of such provisions to which the Brokers)agrees)In writing. 22. LIABILITY OF If the SELLER or BUYER executes this agreement in a representative or fiduciary capacity, TRUSTEE, only the principal or the estate represented shall be bound,and neitherthe SELLER or BUYER SHAREHOLDER, so executing,nor any shareholder or beneficiary of any trust,shall be personally I(able for any BENEFICIARY,eta, obligation,express or Implied,hereunder. 23. WARRANTIES AND The BUYER acknowledges that the BUYER has not been Influenced to enter into this transaction REPRESENTATIONS nor has he relied upon any warranties or representations not set forth or incorporated In this (fl/l In),If none,state agreement or previously made 1n writing, except for the fo►lowing additional warranties and "none"If any listed, representations,If any,made by either the SELLER or the Broker(s); Indicate by whom each warranty or represents lion was made IMP lore vas ortmed$r ego efillio uolae v-yoM, 644W lv oond0b Q{oteotod W ivy sot ho void by Soy other pvrty, • i eontruch on 24. MORTGAGE in order tohelp finance the acquisition of said promises,the BUYER shall apply for aeeaventisW, CONTINGENCY bank or other Institutional mortgage loan of$ 350,000,00 at prevailing CLAUSE rates,terms and conditions. it despite the BUYER's diligent efforts a commitment for such loan (omit 1t not provided for cannot be obtained on or before 07/06/12 ,the BUYER may terminate this In Offer to Purchase) agreement by written notice to the SELLER and/or the Broker(s),as agent(s)for the SELLER, prior to the expiration of such time,whereupon any payments made under this agreement shall be forthwith refunded and all other obligations of the parties hereto shag cease and this agreement shall be void without recourse to the parties hereto, In no event will the BUYER be deemed to have used diligent efforts to obtain such commitment unless the BUY15R submits a complete mortgage loan application conforming to the foregoing provisions on or before 00/04/12 25, CONSTRUCTION OF This Instrument,executed in multiple counterparts,is to be construed as a Massachusetts contract, `. AGREEMENT is to take effect as a sealed Instrument, sets forth the entire contract between the parties,Is binding upon and enures to the benefit of the parties hereto and their respective heirs,devisees, executors,administrators successors and assigns,and may be cancelled,modified or amended only by a written Instrument•executed by both the SELLER and the BUYER. If two or more persons are named herein as BUYER thelrobligations hereundershali be joint and several. The captions and marginal notes are used only as a matter of convenience and are not to be considered a part of this agreement or to be used In determining the Intent of the parties to It, 28. ADDITIONAL The Initialed rider,If any,attached hereto,are incorporated herein by reference, PROVISIONS Buyer's obligation to perform is contingent on buyer obtaining all permits and approvals necessary to construct a single family home of no loos than 3 bedroom$ prior to aXose. Addendum A attached hereto, is incorporated herein by reference. NOTICE: This Is a legal dooument that oreates binding obligations. If not understood,consult an attorney. SELLER: _ r BUYER:,. PrintNamo: L, Anthony gall PrInlNAme: Tizotby aaudatte �. Taxpayer ID/$octal Security No. Taxpayer 10/8oclal security No. SELLER(or Spouse): BUYER: ' Print Name: Print Name: Taxpayer 1D/800lal Security No. Taxpayer ID/8octal Security No. BROKER(S) TMe torn vra ortatad by Drq 491(fia tetag e4oTW, oroom fe d.W19M Ftataated tad MW aet ba Wed by any ether patty. i ADD1314UtN A . RIDER TQ PURCHASE AND SALE AOREME NT DATED MAY 2012 PROPORTYt 32 TOBBY WAY,WPST HYANNISPORT,MA 27. Awl The DUYBR shall hava aooess to the promises prior to fhe Hine of olosing at all rcaaonablO lamas fbr the purpose of Inspecting the same. 28. I=STAND-AMS, It is andorstood and agreed by tho parties that the promises Mali not be to oonfortnity with tide provielons of the Agreement unless; (A) No building,atrmture or improvement of any kind belonging to any other pumon or entity shall anormoh upon or 1 under said promises; 1 (B) The promises will be able to ba equipped with all necessary utilMos,Inoluding without Implied llmltatiod otootrfolty, wiring for telephone service,water; ; (C) The proaiisos *out on a pubiio way or there is appurtenant to the promises the perpetual right and easamont of r000rd to use a mad and any other roads leading to the nearest publlo way for alt purposes for which AVOW and. ways are now or may hereafter be used In the town or oily within which tho premises is looated,inoluding without limitation sooess on foot or in motor vehfolos thereon and installation and use thereon and thereht of utility sorvloe ; llnea for water,oleo(riolty,sewer,cabin tclovWon and telephones;AND i (D) Title to the Promfsos is lusurablo,for the benefit of the BUYER,by a title inawauoe company,in a too owner'$ l policy of title insuranoe at normal premium rates,in the Amerioan Land 710a Association form otu'rentiy In use, subjeot only to those printed exceptions to title normally Included in the`Jookee'to stwh form or polfoy,and other matters permitted heroin as sot forth abovo, Any title matter which Is the subject of a Title Standard of the j Massaohusetts Convoytutoom' Assooiation at the time for delivery of tho dead shalt be governed by sold Title Standard to the extant appltoable. i 29. TITLE iNSURANCPt It shall be a oondition of BUYER'S obligation to pumbase the premises that,at the time for delivery of the deed,SELLER signs all certitloates and other dooummts reasonably raquitnd by BUXRR and/or BUYER'S lender In ; order to obtain Odo insuranco fbr tha,promisor, In the event that the SELLER raftutes to,sfgn tits same,tho DUM umy oleet to carioal'this Agtoomont,In whioh event tho deposit shall be rof mded and all other rights and obligations shall cause, ; 30. SMAMO WONTMA C N .MCATIdN: At tho olosing, Sl3 UR shall axeoute an fifftvlt under the patlolt Reduotion Aot of 1984,26 USCA rJ 1445,corUWng that SMUR is not a nonrokidont alian for purposes of U.S.faocauo taxation, , , 31. OD s 18)MAgRAN71—H-S: Boller Hereby represents and covenants as fbllowa; (a)that no notice or oommunioation has i boon recolved by SELLER.float any public authority,that there exists with respeot to the promises any eoudition which ; violates any munfolpal,state,or federal laws,rule or regulation whioh hog riot heretolbre boon reotifted;(b)that the proudsos } are not the subject of any outsttutding aareemonts with any party pursuant to whioh any attoh party may aoquiro any Interest , In the promises;and(o) SBLLBR represents and warrsnts that they have not recolved 11011e0 of any proposed mnniolpid R bette rnents that would Involve flits property. Tim provisions of ilia Paragraph sltalt survive.delivery of the deed, 32. 13-g9M.Z=DY WAY AND AMWH PO S 6}01 BUYMVS obligation to perform Is contingent upon them bobtg no casements,rights of way or outstandlog presoriptiva or adverse possessory rights In and over tho promtsos that would materially hitorfere with BM IN use of the propsrW as a 0181e4mfly rasldenoe. 1311YItR Y 1 . ' + F .1. f I ASSESSORS MAP 246 q$D PARCELSf 82 20NIN0: RBFROMACE- 20 FT AREA- 43.550 SF "am - 100FT SETBACKS, FROM- 20 Fr SIDE f0 FT REC 70 CS FND REAR — 10 FT CB 0.10 S44'08'17"W FLAODZONE C BARNSTABLE fFNO PANEL#250001 0008 D C6/ ib--"_•�-'•�•_._._. JULY 2. 1992 •— FND g REC TO CB FND - 0.16'S46'14'33W ------ PO - j W F � FOR REGISTRY USE ONLY LOCUS MAP SCALE 1• 8083' f 2 1 I REC TO CO f---- --- 0.87' N04.01'36'E P09dY 17AY Ce 36FT PRVATE SHAPE LOT C 1 ' 401.2' OPEN SPACE PIS505 PO j S 86,81 80'E ;8 TO HERE 187.18, S 86 5i'80"E J 3 LOT e �° �•---•-------•-- -- N $ b 4 �. ! 21.7bSHOE gFN Co 339.51• '6 'x 39,12' . S Bb'64 27 E •S 88'8.1'S0 E f �/� PRIVATE WAY S 86'91•b0'E 365.11' ' 40 FF WIDE REC TO CS FND T 5 0,24' N19'20'48'E REC TO BAR FND SHED lO 44,2 SF 0.05' 54718'43 W 88.8' NCREtE 21.0 SHAPE ► _ FOUNDATION'7" 83.008 v A© 01 N PLAN OF LAND IN tnNrBARNSTABLE, KA -010 al o �� W ,y (WEST HYANNISPORT) 61 �� p m3t.4' LOT 4 ��,OQ°� PREPARED FOR O 44,564 SFt ^y� �a 19.7 SHAPE (J y W NORMA I. HOLDER-HALL 3 .DO• � SCALE: 1" -80' w LOT 3 � �'1�g�''�p� z DATE: SEPTEMBER 28.2D04 m N �rrrJJJJ 43591 SF3 5 20.1 SHAPE y 80 0 60 120 180 Feet z 340.0O' $ E � N 84ros'2 . At BARNSTABLE PLANNING BOARD s Wp^ fig APPROVAL under the SUBDIVISION LOT 2 CONTROL LAW NOT REQUIRED p0 n 43.591 SF:k "7 '• DATE, 20.t SHAPE �,Z) 340.00, n N 84'q 28`N o0 Iv Ma LOT t _ NOTE: NO DETERMIMATIDN AS TO COMPLIANCE WITH THE 43,59S /` - ',� a`4 �`� ZONING ORDINANCE REQUIREMENTS HAS BEEN MADE 20.1 SHAPE �. Q� OR INTENDED BY THE ABOVE ENDORSEMENT REC O BAR. g1� 0,06TN1715'14•E ORB m N 84'0 •w R 18J)1\ iH�R 21.27 c m m CAA/CF?LLB Bd/C s eaas'as•E 6o.oa z9.2e 014 p 1931 COUNTY LAYOUT 40RIr M x 24 Fi WIDE PAVED SURFACE8)E mn A FND to o 04?N3180 45.12"E ' W I CERTIFY THAT THIS PLAN WAS MADE IN ACCORDANCE WRH REGISTERS OF DEEDS REGULATIONS EFFECTfVE JANUARY 1 1976. AND AS AMENDED JANUARY 7, 1086, ft�,�-990 ARMS OWNER OF RECORD: D N�t�I.HOLMER- own cape engineering, Inc. R0.80% 164 WEST HYANNSPORT.MA 02672 CIVIL ENGINEERS sA REr OE D 800K I018 PARE bat LAND SURVEYORS E P. S REF: PLAN BOOK 139 PACE t 1 KY., PLAN BOOK 404 PAOE 1a9 9N main SL gaT'mouth,IDS 02675 s. Generated by REScheck-Web Software Compliance Certificate Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 23. Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Tobey Way Kenneth Sadler Centerville,Massachusetts 02601 KSA design P.O.Box 1149 Hyannis,Massachusetts 02601 .508-790-3922 Compliance:4.40/6 Better Than Code Maximum UA:296 Your UA:283 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. •' MUM •jai••� ilafL•LSLd/ Floor:All-Wood Joist/Truss Over Uncond.Space 1924 30.0 0.0 63 Wall:Wood Frame, 16in.o.c. 511 21.0 0.0 22 Door:Solid 20 0.350 7 Window:Wood Frame,2 Pane w/Low-E 98 0.310 30 Wall:Wood Frame,16in.o.c. 355 21.0 0.0 18 Window:Wood Frame,2 Pane w/Low-E 36 0.310 11 Wall:Wood Frame, 16in.D.C. 509 21.0 0.0 19 Door:Glass 40 0.320 13 Window:Wood Frame,2 Pane w/Low-E 136 0.310 42 Ceiling:Flat or Scissor Truss 1924 38.0 0.0 58 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-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 04 L R115 I-la Name-Title Signature D e Project Notes: CS#039020 I Project Title: Report date: 06/14/12 Data filename: Page 1 of 5 2009 IECC Energy [efficiency certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.31 0.28 Door 0.32 0.21 Heating System: Cooling System: Water Heater: Name: Date: s '? Comments: 1 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch: Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Lj Sriow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only), Project Title: Report date: 06/14/12 Data filename: Page 4 of 5 Li Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Ll Wood-burning fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayediblown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. O All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 153.9 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 230.9 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 115.4 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 77.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Project Title: Report date: 06/14/12 Data filename: Page 3 of 5 Generated by REScheck-Web Software Inspection Checklist Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 23% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling;Flat or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Solid,U-factor:0.350 Comments: ❑ Door:Glass,U-factor:0.320 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: I Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Project Title: Report date: 06/14/12 Data filename: Page 2 of 5 DATE(MMroo/YYYY) A CERTIFICATE OF LIABILITY INSURANCE �rb 'RooucER -7/2-712012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MCSHEA INSURANCE AGENCY INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1550 Falmouth Rd Ste #2 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Centerville, MA 02632 420-9011 INSURERS AFFORDING COVERAGE NAIC# NSUREP Aupperlee, Michael DBA INSURER National Ora nge Mutual ias Co. Michael Aupperlee Renovations INSURER B: National Grange Mutual Ina Co. 169 Sandlewood Drive INSURER C: National Grange Mutual In® Co. COtult, MA 02635 INSURER D: National Grange Mutual Ina Co. — INSURER E: :OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITSSHOWN MAYHAVE BEEN REDUCED BY PAIDCLAIMS. Wt rVE TR POLICY NUMBER poll Y EFFE TIVE P LT�EICYEXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 3 OO x COMMERCIAL GENERAL LIABILITY 00 PREMISES Ea oocurence $ CLAIMSMADE ®OCCUR MEDEXP(Anyonepersen) $ 1 000 A MPJ26304 2/9/2012 2/9/2013 PERSONAL&ADVINJURY $ A GENERAL AGGREGATE $ 600goo GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGO $ POLICY PRO LOC AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT $ (Ea-ddeM) ALLOWNEDAUTOS SCHEDULED AUTOS IN(PGrpBODIL $ (Per Person)) HIRED AUTOS BODILYINJURY $ NON-0WNEDAUTOS ' (Peraocldent) PROPERTY DAMAGE $ (PeraeoideM) GARAGE LIABILITY AUTO ONLY-EAACCIDENT $ ANYAUTO OTHERTHAN EAACC $ AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR 1 I CLAIMSMADE AGGREGATE $ -- $ DEDUCTIBLE $ RETENTION $ $ WORKERSCOMPENSATIONAND ATYLIMITS H EMPLOYERS'LIABILITY 5OO O ANY PROMETOWPARTMEtMCUTM WCC5011097 6/19/1012 6/19/2013 E.L.EACH ACCIDENT $ O"ICMMEMUR EXCUM91" -01-2012 E.L.DISEASE-EA EMPLOYEI $ 500,000 If SRE'CIAL PRO VISIO desalbetmtl�NS below E.L.DISEASE-POLICY LIMIT $ 0 SPE ,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLE31 EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Carpenter/ Included CERTIFICATE HOLDER CANCELLATION Timothy Gaudette SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Tim 3Z othyTobe Way THEREOF,THE G IN ER WILL END t'T@M 10 DAYS WRITTEN W. Hyannis POrt,MA 02672 NOTICE To Tr RTlFICATIc HOL TH LEFT,BUT FAIL TO DO 30 SHALL IMPOSE NO BLIGATION OR L OF Y KI UPON THE INSURER, GENTS OR REPRE ATNES. AUTOO 0 REPRESENTA VE ACORD26(2001/08) ®ACORO CORPORATION t988 Massachusett's -Department of Public Safety Board of Building Regulations and Standards Construction Supenisor 1 & 2 Famih � License: CSFA-049205 MICHAEL J AUPRLE F, 169 SANDALWOOD D s Cotuit MA 0263 J,•G.-� 1J ,� ,,,�` Expiration Commissioner 07/14/2014 ✓fie Vi anirrcovaure� �./iaoaacfzuael�a �1 � Office of Consumer Affairs Bc B smess Regulation HOME IMPROVEMENT CO,NTRAGTOR a ,.:Registration ,A1'53440 Type Expiration: `1a2l1/2012 DBA MI AEL AUPPBR Et= �F/ATI;ONS l t � l MIGHAEL AUPP L'E- - ti 1691 COTUIT,MA 02-636 •'" Undersecretary' j Massachusett's -Department of Public Safety �✓ Board of Building Regulations and Standards Construction Supervisor i & 2 Family License: CSFA-049205 MICHAEL J AUPrkRLE 169 SANDALWOOD D Cotuit MA 02635' I Expiration �. Commissioner 07/14/2014 License or:registration valid for mdividul use only;` before ti4 expiration date.o If found return`to: " Office of,Corisumer Affairs and Business Regulation. 10`ParklPlaza-Suite 5170 Boston,MA 021:16 Not valid without signet r y 4 _3 Bic 20622 Ps 164 *91225 12-30-2005 Sk [21=58v QHITC;.AIM DEED I, NORM 1; HOLDER-BALL, TRUSTEE of the NORMA REALTY TRUST under a declaration of trust dated July 2, 1947 and recorded with the Barnstable County Registry of Deeds in Book 1018, Page 584 (the "Trust") , of 50 Tobey Way, West Hyannisport, MA 02672, for consideration paid of less than ONE HMMR31D ($100.00) DOLLARS, grant to NORM I. HOLDER-HALL, Trustee of the HOLDER-HALL Noxnm TRU T under a Declaration of Trust dated December 28, 2005, with a mail address of P.O. Box 164, West Hyannisport, MA 02672, see Trustee's Certificate filed herewith, with QUX=LAIN Com aNTS, The land with buildings situated thereon known as LOTS 8 and 5, as shown on a plan of land in Barnstable, MA (West Hyannisport) prepared for Norma 1. Holder-Hall, Scale: 1" - 601 , Date: September 28, 2004 and prepared by Down Cape Engineering, Inc., Civil Engineers, Land Surveyors, 939 Main Street, Yarmouth, MA 02675 and recorded in Plan Book 595, Page 19 Being a portion of the premises described in the deed to the Trust recorded in Book 1018, Page 591. See appointment of the undersigned as trustee of the Trust recorded in Book 8304, Page 93. ADDRESS OF PREMISES: TOBEY WAY, WEST HYANNISPORT, MA The undersigned hereby certifies as follows: 1. I, Norma I. Holder-Hall, am the duly appointed and sole trustee of the Trust; 2. The Trust is in full force and effect and has not been modified or amended; and 3.. I have full power and authority to execute and deliver the within deed. WITNESS my hand and seal this All day of December, 2005. . Holder-Hall, Trustee Bk 20622 Pg 165 #91225 ` COMMONWEALTH OF MASSACHUSBTTS Barnstable, so; on this U.day of December, 2005, before me, the undersigned notary public, personally appeared NORNfA I. HOLDER-HALL, and proved to me through satisfactory evidence of identification, which was a Massachusetts driver's license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. r B d T. it , Notary .public My commission e3pires: _04/18/2008 x:\3aia\a1lcnCe�1fn11�loLs3ld i BADS,SURE RMSTHY OF DEEDS `= LEGEND N o LOCUS o Shorey Rd ® a '0 —— 98——EXISTING CONTOUR 'D o X 100.98 EXISTING SPOT GRADE o a 3 a 96 PROPOSED CONTOUR Road ` 95 7. PROPOSED SPOT GRADE Craigvipe Beach W PROPOSED WATER SERVICE �' t9 TEST PIT c a Hy.7=5 Port a � BENCHMARK X - Golf Club - 3 3 3 m < -t < D rt Maple Street D S 02 2225 W m 128.45' o LOCUS MAP NOT TO SCALE I I � I 2 Lot 3. I 43,590t S.F. I 1.OOf AC. Map 246 I rr Parcel 82-3 m _ Shape Factor 20.1 � w z PL. BK. 595 PG. 19 Y \`\ N \\ CAI N ` Z I _ 10. t it I 1 � ; I O 1 Q Qj i_-�to �' I Q i ivli-i i / Q to O O i i O 95.50 x I \ �\ x i T- -r i 0 0 OF MAS 10, PROPOSED` obi' 96,S SEPTIC TANK TERRY 96.90 x 97.7 x 4 xi 96.14 ix I 93,82 o WARNER 15. o No. 38721 TP 3 TP-1 97.5 512' sf US AM AMPROPOSED i 1 a0 TP 4 HOUSE ' ro ` 1 0, TP-2 T.O.F.=98.5 ; ° ?ll v 1/ GARAGE i t� T.O.S.=98.0 97.60 44Ss9�y x x97•73 97.9 x9�23 97.5 o PETER T. I ` MCENTEE I �� o CIVIL 94.58 No. 35109 1 I 90F 9638 x R£GI SA 97.21 x t x SS/ E 98.39 97, 3 } x / co M rr , O W ao' I N O- a ; 92.11 x 96 97.66 x 97.22 / O � 95.42 N --- x 96.119 cotchbosin 95.40 N 022225" E 9 Edge of FLOOD PLAIN DATA ,i pavement/beam 9?9) NON HAZARD-ZONE C MAG94.3i Q__ ZONING CLASSIFICATION: ZONE RB BENCHMARKTOBE `��-SETBACKS: FRONT YARD=20' SIDE/REAR YARD=10' MAGNETIC NAIL SET - LOT AREA - 43,560 SF EL.=94.31 Assumed �� MAXIMUM BUILDING HEIGHT =U30 WIND EXPOSURE CATAGORY: Exposure B Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 191-12 For stdale,rMAFeld 02644d Harwich, MA 02645 DATE CHECKED SHEET NO. 32 TOBEY WAY WEST HYANNISPORT MA (508) 477-5313 (508) 432-8309 7/16/12 P.T.M. 1 of 2 Prepared for: Tim Gaudette, 314 Cammett Road, Marstons Mills, MA 02648 i NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:92.8 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PROPOSED D-BOX PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER & PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT T.O.F.=98.5 F.G. EL.=97.5f F.G. EL: 95.8(MAX.) F.G. EC.=96.0t �F.G. EL: 95.7f MAINTAIN 2% GRADE MIN. OVER S.A.S. INSPECTION L = 1 T L = 10' L = 8'(MAX.) PORT ® S=l% (MIN.) ® S-1% (MIN.) p S=l% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" 10'I 10" g 10.75":TLM 14" 14" INV.=93.90 48. U0. INVE } INV.=92.40 GAS J GAS INV.=92,97 PROPOSED INV.=92,80 5 ROWS OF 6 UNITS AT 5.0'/UNIT = 30.0' INV.=94.50 BAFFLE Bi4FFLE INV.=93.65 D-BOX ' SOIL ABSORPTION SYSTEM (PROFILE) (5 OUTLETS) PROPOSED 1500 GALLON (H-10) SEPTIC TANK ESTABLISH VEGETATIVE COVER (2 COMPARTMENTS)COMPARTMENT N0. 1 - 880 GALLON MINIMUM STORAGE BACKFILL WITH CLEAN NATIVE OR COMPARTMENT SAND TO TOP OF CHAMBERS COMPARTMENT NO. 2 - 440 GALLON MINIMUM STORAGE NOTES: BREAKOUT=TOP- ::'•.� ',:::;, 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=92.80 INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=92.4 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=91.50 -� GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. TO HIGH GROUNDWATER EFFECTIVE WIDTH=14.2' NG 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO GROUNDWATER, EL=86.5 = EXIMATERIALITABLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 5 ROWS OF 6-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. SOIL LOG GENERAL NOTES: . DATE: 6/28/1,2, 20:12 (REF# P-1'3,677) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE (SE#1542) BOARD OF_HEALTH AND THE DESIGN ENGINEER. WITNESS: DONALD DESMARAIS-HEALTH AGENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V; AND ANY APPLICABLE Elev. TP- I De th Ele, TP ' 2 De th Elev. TP_3 De th Elev. TP-4 De th LOCAL RULES AND REGULATIONS. -P_ �- �_ �- 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 96.5 A ;.0" 96.6 A 0" 96.6 A , 0" 96.7 A 0" -TO-INSPECTION-AND APPROVAL BY THE_BDARD>�OF,.HEALTH-AND-THE=�. LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND _ DESIGN ENGINEER. 10YR 4/2 „ '10YR 4%2 10YR 4%2� -'��10YR 4%2 95:8 8 95.9 8 95.9 8 9.6.1 8" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B B B 8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LOAMY SAND LOAMY SAND - LOAMY SAND LOAMY SAND ENGINEER BEFORE CONSTRUCTION CONTINUES. 94.5 10YR 5/8 24" 94.8 10YR 5/8 22„ 94.6 10YR 5/8 24„ 94.5 1 OYR 5/8 26" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. C 36" C C PERC C 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PERC 36" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 48" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.'.,,. MED. SAND MED.SAND MED. SAND MED. SAND 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE .RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 86.5 120" 86.6 120" 86.6 120" 86.7 120" 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS PERC RATE <2 MIN/IN. ("C" HORIZON) IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND NO GROUNDWATER OBSERVED REPLACE WITH CLEAN- SAND AS. SPECIFIED IN 310 CMR 255(3). ESTIMATED DEPTH TO GROUNDWATER = 25 FTf 12..AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE (REFERENCE: BARNSTABLE GROUNDWATER CONTOUR MAP) INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. DESIGN CRITERIA. NUMBER OF BEDROOMS: 3 BEDROOMS + 1 FUTURE = 4 TOTAL 63.25 SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN ls" DAILY FLOW: 440 GPD DESIGN FLOW: 440 GPD 34.5" GARBAGE GRINDER: N0 PROPOSED SEPTIC TANK: 1500 GALLON-2_ COMPARTMENT COMPARTMENT NO. 1 - 880 GALLON MIN. STORAGE COMPARTMENT NO. 2 - 440 GALLON MIN. STORAGE TOP VIEW PROPOSED DISTRIBUTION BOX:. 5 OUTLETS"MINIMUM 60" LEACHING AREA REQUIRED: (440 GPD/SF) 594.6 SIT END CAP END CAP 74 FRONT VIEW SIDE VIEW END CAP USE 5 ROWS OF 6-ADS Arc 36HC UNITS WITH NO REAR/TOP VIEW SEPARATION BETWEEN EACH ROW & NO STONE NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY - BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. (Arc36HC Units) 30 UNITS x 5.0 LF x 4.80 SF/LF = 720.0 SF 4640 TRUEMAN BLVD NOMINAL AREA = 14.2' x 30' = 426 SF HILLIARD. OHIO 43026IKAM Arc 36HC DETAIL ak ® DESIGN FLOW PROVIDED: 0.74 GPD/SF(720.0 SF) 532.8 GPD PR VI = A""m""N"s'ssree�s.NC. UNITS MUST BE STAMPED H-20 0 Engineering by: Surveying by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 191-12 12 West r1eld d achFor tdole, MA02644 Hrwi Road DATE CHECKED SHEET NO. 32 TOBEY WAY WEST HYANNISPORT MA (508) 477-5313 (508),432-8309 7/16/12 P.T.M. 2 of 2 Prepared for: Tim Gaudette, 314 Commett Road, Morstons Mills, MA 02648 mo 1lL a`3 ���000 p`u v � m000aiEemo TOWN OF BARNST BLE W `gaga"° Eon SMOKE DETECT 2'(2 A ' c s PM 2- 39 a ORS REVIEWED ° � < ARBpNMONOXlO BARNSTA LE BUILDING DEPT. �1AS ACyUSF7rs81 aP/? DATE p/COIN ..•�� �---�--- ..m., Op00F DIViSI�N FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REOUIRED FOR PERMl1TING I I -- --i I 1 I 11 I i 0 I w 9/B`x l O`A:whor bolts w/ 1 \c I 9"x 9"x 1/4`Plate washers I m m I I B'x B'-O"poured concrete founds+ion -5 5 1`o.e.wnd B"from sill late ends. Prop TO'F.B" j I t a I I set on a continuous 1 G"x 1 2`conue+e P for"G"bulkhead `i L• i+ Footing w/a 2 x 9 keyway. Q _____________________ _ _____ __--_ __________________________________J r_________________________________________________________________________________________________JdC G J I I L Anderenm 2 B 1 7 1 V ww�� 1/4". 1•-7 1/4" I i - I 0 ta -�• W a •, I 1 \p _ I I '�` 9"Pourodconcrete slab 0 Q i ; %`Poured concrete slab V' w/Fibermeshm wad to I I w/F'bermeshm and!o Md I burr er on eom M}ed fill I I � `-•-. poly vapor barr:er on compac}ed fill po y vapor pnc Anderenm 2 6 1 7 Q r Z I F � V G'-I 1 /0" G'-I 1 P/B" !o'-I 1 9/B" !0'-1 1 /B" !0•-1 I /B" W F Anderenm 2 6 1 7 Q'`` ---- --------------------- ----- - L________ ----I------I________----I- I --I - ---I I 0 ---- m - -- ------------- - -= ------------�---�--�---------------� -___� L_________ •+ Q -I �___ ___________ ______________________ L___J I c n I I _ 1 O"x 6'-O"poured aanare+e w.11 I 1 .w.a r Sin• - I I Iv v I I w/•4 rebx 2'o.c.per+ical and horison+al I 'r"'•�`B'• I v column w/!o"xlo"xl/2"bearing - J v I plate se+on 90"x90"x12" W F y °'m 1 I poured eonuete footing CO 10 Z •'=v u0i I I CO fV WO m K m I I a I # Cn Q K m0 3rai 1 I I mU o Poured concrete slab Anderenm 2 B 1 v v "d J Fibermeshm and to Mil. I Foly vap I ro.2'-B 1/4"z 1'-7 I/4`a Q Z 4' OJ c- - I or barrier on compacted fill 1 �, < O W m a Pourodeonue+e slab I I I L' f i jw/Fibermesh®and G MiI. I I 1 0"x B'-O"Poured concrete wall I - °_ r^ N f V IU o I poly vapor barrier on compacted fill 1 I w/•4 tu rebnr 2'o.a.v<rtiawl wnd horison+rl v; � o a l I I ----------------- I • � � fJrop T.O.F. 12"at doors � � O cl I I __T `u � d � —_-- —__ Anchor bolts .a _________________ _ ---------- ___------ cmym�m Plane bolts for"narrow"wall Place bolts for"narrow"wall 9"z%"x I/4"Plate washers m m m \ Place bolts far"narrow wall" - 5 I`o.c.and B"from sill shearwall construe+ion. ahearwall cons+ruction. - shearwall construe+ion. - x m �• N '•np�c 3p �' � !L Y—A"\FOUN(JF.TION PLAN v Q g _ o "dale: 1/4"" 1'-O" ®,a n E N T N E Z Qnj Addi#ion Acp �ect a+io(L/W)-I L .5% T nt n t'u a Q C L ml Q�mm u V� x This plan was designed in accordawe with 6' the Interns}ional residential Gode 2009 v ' y� Cdi#ion wnd+he Massachusetts 7 BO GMT � IL 0�. g Cdi+ion. Q`0 No+e: 1 All Mesuremen+s Oimensionc are+o u be site oerified by 4eneral GantraU'or DRAWING TYPE: '- 7 O" a+time of d aenstruction Foundation Plan SHEET NUMBER: A 1 Q 0 I, oaa— Q d `oo�d�EmO� ' p U�mtit?oEU� 0 � R _ mmpo 4a I I I I I I I I I I I I I I/4'�imboardm 19/4'x 117/B`VersaLwmm j l L. I 11, I I I I w� kJ Floor braainq a 4'-O'o.t. A_ 14 A_ for Panel aonneations i ,?\ L� � ,C\ I 1 1 ]/B"AJhTn 2 0 joints e l!o"o.t. I I ]/B`AJhT*I 2 0 joists e l!o"o.c. I I ]/B"AJy*n 2 0 jilts e l I I I W O 1 Floor brwcinq a 9'-O"o.G. 1 for Pwnel LonneL+ions O I I v I J I I I I 14 _I— E O 1 I 67 I I 1 1 9/4'x CO1 1 ]/B'VersaLwm® I W m0 I I I I 1 ml Q W I I 1 r�imPso m IToi 2,9l0/1 1.BB hwngers I co D p m K n 1 I I I 11 ]/B"AJ6Tn20 join Fse 1!0"o 11 ]/B"AJr�TM 20 jois}so 1!o"o.a. I Q p I I I I . `A, Z W U m v I I O ` N n W m i I I Floor brwainq a 9'-0'o.c. j ♦ LL O D U a v 1 1 I far Panel con cations I �� Q a x I I Floor braainq a 4'-0"1- HE LL� u pm I I 1 for pwnel connections 1 d O IRA-4-1-1 I I L I I I I I 1 I I I m < -------------------------- rn vm3 \ v t O=vLE \ J`o.o az5 a' p Thi I n a designed in ordan with _m m z E o Z Q Q ? +he I}�r�w}ionwl�eaiden+inl Gode 2 009 E + Edifion and the rlaaswch�set}s]BO e,"p- Um <m > c ri 1.00 Bth edi+ion. All /Pimenaiona wre to be si+e..erifed by General Gontrwe+or ,+time of con 4—+ion DRAWING TYPE: Firs+Flaar Frame Plan SHEET NUMBER: - error 1 1 1 1 Q o mm ro mm��m 1 1 1 1 1 1 1 ; u Sn Fi2_`o2E� cm r.� �m Sm 0 5m cm d � mWoonae$ a �n v d- m q a a d < 4 u _ Q m < c Eni p q 41 tl And.raen-TW 2 4 46, r.c.2'-& I/B"z 4'-B 7/B" `C EO _ ryAhr�F bep(:--ry tl � - P --------------- P zarGHeW o�N�N4 Andersen- O Tw24aLu d V c "J An1ersen-Tw2 4.4l0 r.o.2'G 1/B"z 4'-B 7,/B' sly♦ '-'--- - ', s tl a C O O' tl N LR O Andersen-Tw 2 4 4 2 ry oxni. \_ t ♦F.xr.ex•�i •eiazau i) - r...2'_e Oe 1/B"z 4'-47/B" tl o rr. -Ir or- Ander .n-TW 2 4 4!0 sro• C14_ m wQ o -0s1 CO _ ,.(/�� m �/ . rap vsn+q.c iirpl.ca + CO ___________________ _______ ��j v m c id gi Andersen-TW 2 4 4!0 a p-oary T - r.o. ''2-& I/B"x 4-B 70. /B" Z J m lviNc: /// l_ ` • ID ®a � u n p e x s n 1 -TW 2 4 4 e, o• _o o-o•.x Ander O 0 tV ..mLL00� lV 7 N a nu- c c � a + + MOOOt 3p dl Q" 3 - A. FI�h7-FLOOD PLAN �Z 3 7 vP �v �0 y.m n - This pl.n w.s designed in.ccord.na.with '�=m�m n � N + u s m J the m+ern.+ion.l F.sld.n+i.1 God.2 00 a o a�'m N E '� {'0 y d S S P 9 �di+ion.nd the 1-i.ss.chuse++s 7150 6MF- U "m o` 1 y > Q x Q x h 1.00 e+h edition. -a W .\ ap p Hq n 3, R' V p- � �- window pro+erhion+o conform with 1.9 Pra+ee+ion of openings. ri DRAWING TYPE: All ht.sur.�n.n+s vim.naon..re+o p 0 u - { u be site verified by 4.n.—I Gon+r.etor Firs+Floor plan 1` Q .++i:ne of construction 2•-4" 1 0'-!0" 1 q•_Z• 1` 7'-O" . SHEET NUMBER: A200 oa3o �Sg E-t oa°33 enu oo$ (0 = < 7 v S=ea `o�poo� I I I I I I I I i- I � — I I I I I I I 2 x/o Lwdder rwF+ero o 1 ro'o.e. � '� 2 x�o Lwdder rwftcrs e 1 v"o.c. I I I �aof brwcinq a 4'-O'o.a. I L �- For pw.n.l conn.o#ions � Q Ar Al I I1 - I Cngineered"Attie"+rus es e 2 a"o n I.I Cngineer.d`A}tic"#russet c+2 a" _ I I II I I II I v 1 r v I I II I I II I j I I I jj j V O I 1 O U I I I II II CL J - I I II midge Line I j l P-idq.Line I I I Line _ _ __ _ II u u I _ _ 11 I I II 1 v IF for p.n.1 aonncri-ions -- -- r- -_ -- II 11 '� W Q o I I I I L __ ___ _J I___ __ __ � Q Z Ir ___ i_ __ __ __ __ CO 1� y- 1I 2 z!o Ladder rwf+ere e I m'o.�. `V _ Ul 3 O # 2 x!o Lwdder rwf+crs e 1!o'o.a. 1 - -- --- -- -- a ^^`` I I I -- W I I I I Cnginecred'At#ia' o. i 1 I l) ^75 II �� O 1 W UA o 1 II' II n- v1 W tL v a - / gym° hi a TWA 2 e truss h e 2 4'a % I/2"z 9 I/2"V.rswLwmm gm m TNA 2 9 truss hwn e 2 a"o.r,. d mil/2 z91/2 VrsL p ^ ar s I II pson gers I I I I 2 6r f+c a I G I I _ 2 xB R-wf+ers e I!o o = --{{�� ��I'LL - _ _ 1 m- c N IUI N — m rwa f�o F n100 ; �AMB PLAN m � ono 2.. 8 0 � ',p c hcale: I/4"- 1'-O" ®�3 o v'o-AN Q Q V This plwn wws designed in weaord..nae with is n� t n u O C L #hc I^ternw}ionwl F—W.n+iwl God.4 009 o m-m u CA-1 wnd+he M...wehuse+ ~�+s 7 BO a U o�`u N E 5� 3 f.00 a7'h Cdi}ion. ~U n i Lu Lu Q DRAWING TYPE: V woof Frame Plan SHEET NUMBER: A20 t DL m oa3o�ma°os" m => o r N cOsti�iNO UE� i Gan+inuaus ridge vent Archi+ec}ural wsphal}shingles(+yp.l t'�+Pelt paper(typ.l 1 I/2"GDX plywood chew+htnq(typ.) 4 �7 _yT > Engineered"Attic"trusses a 2'o.c. L XV� L A- Ice and ww+er shield ``J" �_ � ,� Proper ven}s e 1!o"a.c. - 1 2"F.4.Insulation R-%B - 2"R-igid foam inzula+ion e t!n"o.a. � O - off) mnoohimpaon H 2 A,hurricane}iea e 1&"o.e. W uuuuuuu Q - Aluminum qu++ers+a drywells O 2/2xB Headers(typ.)) I/.2"prywwll(typ.l I x_PVG}rim boards J e o 4tmuous soffit ven+(+yp.l white cedar shingles a 5"t.w.(typ.) n 1LI rGHeW r�INWG uvIN1G moor f Ty. l,—hcusewrwp(+yp.) v ,t/2"APA rated"full-heigh+"sheathing(+yp.) J m 6�.//'� N W Q °m - CO 2 xlo wall stud e 1 lo"a.c.(+yp.) CID �`•- D O IaV-�Z_ m WU m 3 # 4— 11/4"APA rated 41-.4 q.subfloor %/4 APA rated+4 q.subfloor H.D.Insulation 2 t (typJ V Q V\ i/' Z Ge °m m O• O f m 1 1 7/B"AJ6rn2 O Joists e 1!o"o.c. __________________ ( I 7/B"AJoirn20 joists e I Co"a.c. 1 1/4"�imbowrdm(typJ O V w V 0 1/2`x9 I/2"VersaLam ------------------- himpsonm I � mo ITh 2,°i!o/I .BB h 9ers - G�APO- c,�Aoe B"H.A.Insulation•��o --------------------- 0 I %/4"x 1 1------------------ 7/B"VersaLwmm a: ____________________ Mar-Plexm polymer,membrane 1/2"m ht,el/concre}e cOlUmn m c c________ O C1 \.0 ^ 4 i oU Ou A i B"x B'-O"Poured concrete faunda}ion ��m _ \ '� ______ _ --- < m o m Q \ %O"x90"x 1 2`Gonerete footing f ..................... n u 9�fi 6 V"Poured concrete slab —compwcted fill w/Fil er h f an d to mil.poly vapor barrier. ------ - •m °m c ___ mm..iaE T N Z 6� m 4.a�Om O. O E d L Poured eoncre+e footing(+yp.) u°'m m N E + > c w L a o DRAWING TYPE: Typical r.'Uildinq Gvel+ion SHEET NUMBER: A400 1L a Oa 30Y3��E�' m =s z 7 a ���moo2�u3 i • 7 w N I I I I I I L________----_----____________________----_________-------_________________J L_________--------- ------------------1--------------------------------------L------------------------J _ rJ \LePT ELEVHTIOIJ ��F(-Ot jT eLEVATi01"j O Lu I t� J ,CO I I.� Z .�i J t N CO p Z �_ •�� 0 W N J 3° 3f v a � ' � - -� z � u� v O• O i LL _ m 0 ILuIn O N N I ° J°U° S N ,p Yv�il up S I I I I I I I no oQr 3 0 � a• I I I I I I Tnm�onn Q d I Oi Tc u 5: > C c I I 1 mod°� W A N O I I I L-_J__-___-__L_-------_--------------------__-----------------_----------------------__--------------------_--- J Q. -_______-__--__-__-__-__-_-_____________---_______--___________________J �G��EA�.eLeYAT10N - �G_F-I4HT eLEVATION DRAWING TYPE: ,S, A- 1/4"= 1'-0" elavA4-ions i SHEET NUMBER: