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0348 OLD CRAIGVILLE ROAD
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"'.:, ', . d 4 A _ - - « _ K - _ S f -i i.e� �1 i.� A:: ., k � rI *h .p'( y"J'.na y,i 4 Z A t -S '"" • , a^ a r,.S`"'? :G.c� +i ..a,t a '"5•� A°" , L` z t.> r z ,ate t ❑ a c �.I s a Y rI` < ! t , ] a, may` ,,. d �, L a .,,. ter, 4. , rr r ,.,,-w l--d '.�b ;• w Ys: ,r �, s ^I «�-" - AN r yt _°t r �,x r �.tr s w- L c. i o c _ G+ t r• 1. v >F ; .F t ` si .F F' e.�'ra a. _ s„t a. . «.T L ~_ ,� .` :S �r r -'�' "y i y *y , , - _ -a % e c W C ._ - e - _ - r OLD CRAIGVILLE ROAD (PUBLIC - 40 WIDE) PAGE 1123 LAN 13005 11 S 1_ N 71 75.00 " E P LOT 196 z 7,500t SF 0 0.17f ACRES N/F 1IR o ✓OAN C. GROVE? o 0 MAP 247 LOT 19 , EXISTING N DWELLING o m o�+ EXISTING CONCRETE o FOUNDATION CHIPPED 4.8' o r a OUT TO BELOW GRADErn I; o 0 N 04N/F 10.5't 14.0' PHILLIP O. & POURED ANITA H. BUDO/NGTON L, CONCRETE AND EXISTING w CONCRETE MAP 247 LOT 18 MASONRY BLOCK SHED . I+ FOUNDATION 75.00' 71'20'50" W NIF — N/F PA TRICK TRAUTMANN 5TEPHEN A. & SUSAN M. KERW/N MAP 247 LOT 14-1 MAP 247 LOT 15 AS—BUILT NOTES: 1. THE PROPERTY LINE SETBACKS SHOWN ARE FROM I CERTIFY THAT THIS PLAN DEPICTS FOUNDATION OUTSIDE FACE OF WALL TO POINT CLOSEST TO THE AS-BUILT CONDITIONS AS-THEY EXIST AS OF LOT LINE DIMENSIONED TO. DECE BER 4, 2008. � 9c vSH OF MAS . 2. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO EDWIN PROPERTY LINES. L4o� H. ` �n$ GLESS 1 ,b 3. ALL BUILDING DIMENSIONS SHOWN ARE OUTSIDE FACE PROFESSIONAL L D S40.EM5 OF WALL. e op sss%O 11R N 1 = 30' 0 15 30 ■ Atlantic ® DESIGN ENGINEERS, L.L.C. P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 FILE :2561FAP PREPARED FOR: FOUNDATION AS—BUILT PLAN sheet of JULIANE SWATT of I 1 1 MANASSAS COURT 348 OLD CRAIGVILLE ROAD JOB NUMBER MECHANICSBURG, PENNSYLVANNIA 17050 CENTERVILLE, MASSACHUSETTS 2561.01 DECEMBER 4 2008 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # � J Health Division Date Issued 1 ho Conservation.Division 1/� Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board a fNO (� Historic - OKH Preservation / Hyannis Project Street Address 3!�9- 067 C0 Lgy_1 ` ? Village ��it% `/ Owner -Address Address Telephone Permit Request ,d_�� ���� �� �� 566 -dzoof62585 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type f✓' Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure JMZ2 Historic House: ❑Yes 1-No On Old King'§�H ghway�❑ s, ❑Ye No Basement Type: J4 Full ❑ Crawl ❑Walkout ❑ Other1 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing nevi-3 Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: #Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes Flo _Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use 1 C�S Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Z Telephone Number Address �C, e License # ( /7 Home Improvement Contractor# Worker's Compensation # ALL/CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ` APPLICATION# a DATE ISSUED MAP/PARCEL NO. i . - i ADDRESS VILLAGE OWNER ' ,. ' DATE OF INSPECTION: FOUNDATION �4�1 f9/o�,�yc. t ► 1 / / FRAME ?-IL�G�9 6 zk 64 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL t 1 GAS: ROUGH FINAL K .FINAL BUILDING r •a DATE CLOSED OUT ASSOCIATION PLAN NO. .3 The Commonwealth of Massachusetts Department oflndustrialAccidents g 0 ce of Investigations d 600 Washington Street Boston,AM 02111' ww'Mmass.gov/dia Workers''Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Le gib Name (Business/Organization/Individual): . &4-: XJ�22!�� Address: tl<- �� �Q2 City/State/Zip:/, Phone.#: Are.you an employer? Check the appropriate bog: .Type of project(required):: 4. I al contractor and I 1,❑ I am a employer with � am a general 6. ❑New construction . employees (full and/or part-time),* • have hired the sub contractors listed on the-attach sheet. 7. ❑Remodeling 2�I am a'sole proprietor or partner- tt ' ship and have no employees. These sub-contractors have g, []Demolition V rkin for me in an capacity. employees and have workers' g y p ty. 9.4Building addition [No workers' comp,insurance comp, insurance,$ required.] 5. We are a corporation and its 10.❑•Electrical repairs,or additions 3.❑ I am a homeowner doing all work . officers have exercised their 11.[]Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance.required.]t c. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site" information. Insurance Company Name: Policy#or Self-ins.Lic,#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration.date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a 0 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine fine u to$1500.0 y P of up to$250.00 a day against the violator. Be advised that a copy-of this statement maybe forwarded to the Office of Investiizations of the CIA for insurance coverage verification. I do hereby certiify.under the pains and pena ' s of perjury that the information provided above is true and correct. Si afore: • Date: ��' `Z/�'d Phone# Official use only. Do not write in this area, to be completed by.city or town official City or Town: Permit/License# Issuing Authority(circle one): .1.Board of Health 2.Building Department 3. City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) A Applicant Name: 4-&g� I �!& Site Address: � ��/ print 1 Town: Applicant Phone: Applicant Signature: /L Date of Application: NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR „ NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Basement Slab Q Option 1: Fenestration" exposed .Wall Floor Perimeter U-factor floors R-Value R-Value Wall I R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-3 8 R-19 R-19 R-10 O ft 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at htti)://www.en6rgycodes.gov/rescheck/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 YEARS OLD *Buildings-under 5 years old must use option#1'or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall &Ceiling Area equals Formula: (100 x b= a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is<'40% use the chart below., If glazing is>40% proceed to "SUNROOM"section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS'TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall U-fac • Exposed floors . R-Value for R-Value R-value. R-Value_ , R-Value and Depth .39 R-37: a R-13 R-19 R-1'0 R-10;_4 feet' a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value'over the entire ceiling area(i.e.not com ressed over exterior walls,and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ET, glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) �FYHEf Town of Barnstable : Regulatory Services MAM Thomas F. Geiler,Director $p .q i6 3 �� rE16 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Ow r Must Complete and S' n This Section If Usi .A,. Builder as Owner of the subject property hereby authorize to act on my behalf, in all.matters relative to work auth prize by this building permit application for: (Ad ess of job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Bar stable RegulatoZile S rvices Thomas F. Director snxxsrwa erg, 6'9 Building 'vision PTEDYa Tom Perry,Buildi g Commissioner 200 Main Street, yannis, Na 02601 vt�v.town. arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMED R 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"w extAded to%include owner-occupied dwellings of six units or less and to allow homeowners to engage an individua for hire who does not possess,a license,provided that the owner acts as supervisor. FAVTTION OF HOMEOWNER Person(s)who owns a parcel of land on'whi h he/she resi es or intends to reside, on which there.is,or is intended to be, a one or two-family dwelling,attached detached stru es accessory to such use and/or farm structures, A person who constructs more than one home ' a two-year pe d shall not be considered a homeowner. Such "homeowner"shall submit to the Building fficial on a forma eptable to the Building Official, that he/she shall be responsible for all such work Pei ormed er the building Re rm (Section 109.1.1) The undersigned"homeowner"assumes r sponsibility for complian with the State Building Code and other applicable codes,bylaws,rules and regul The undersigned"homeowner"certifies at he/she understands the To of Barnstable Building Department minimum inspection procedures and requ ements and that he/she will com y with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings conta' 'ng 35,000 cubic feet or larger will be.req d to comply with the State Building Code Section 127.0 Constracti n Control. HO O ER'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 imi,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 supervisorst(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 lvould 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. LOCUS A 0 UN—EDMED • ADVANCE COPY Pscs+ OLD CRANVILLE ROAD SUBJECT TO ADDITIONS,CORRECTIONS s REVISIONS 808 H16 (PflB67C- 40' VIDB) a Pa _ 1= N 71.20'50•E .. 75.00' LOT 196 EQUIREMENTS i 7.500t SF a RESID NCE B (RB) 0.17t ACRES' AR LE III: DIBTRICT REGULATIONS TOWN OF ARNST ZONING ORDINANCES . 1 i MINIMUM LOT AR 43,5 SF SCALE: =5Wt MINIMUM LOT'ON GE FEET , MINIMUM LOT WIDTH 100 MINIMUM FRONT YAR FEET MINIMUM SIDE YARD 10 FEET MINIMUM REAR YARD 10 FEET MAXIMUM BUILDING HO T 30 FEET EXI 1-STOR . OOD FRAME 1. RE RD OWN (S): CHARLES W. TIENKEN, JR., ANNE B. TIENKEN Z y # AND ANN EGGEUNG-SMITH 367 NEW CANNON ROAD �'/�/ WILTON, CONNECTICUT 08897 ,KIAN G&WWR `O d TO NREMOVED $io AN/TA N. CTl.W DEED BOOK 3856 PACE 128 4� g ci 24 T 2. THE P TY IS AS LOT 196 ON THE TOWN OF BARNSTABLE ASSESSOR MAP 247. MAP 247 LOT 79 m THE 3. LINES, SHOWN HEREON, ARE COMPILED FROM PLANS AND DEEDS RECORDED AT 4.0' / STABLE COUNTY REGISTRY OF DEEDS AND SUPPLEMENTED BY A FIELD SURVEY BY TIC DESIGN ENGINEERS, U.C. IN MAY OF 2008. P OSED _ l 4. THE ORIGIN OF BEARINGS, SHOWN HEREON, ARE BASED UPON THE PLAN ENTIT 2'x LED 0 TIO � 1 F 0'x 'RE-SUBDIVISION OF A PORTION OF BLOCK •I" CRAIGVILI BEACH ESTATES WEST HYANNIS �•--<gr;� ( Alt DE PORT-BARNSTABLE-MASS.'PREPARED BY BEARSE A KELLOGG- CIVIL ENGINEERS, DATED MAY , - 28, 1953 AND RECORDED AT THE BARNSTABLEL COUNTY REGISTRY OF DEEDS IN PLAN BOWL 11.2': PPROXMATE L TION 118 PACE 123, \ 14.0' 0 STING SEPTA SYS REMAIN S. THE PROPERTY APPEARS TO LIE WITHIN THE RESIDENCE B (RB)ZONING DISTRICT BASED UPON A RENEW OF THE TOWN OF BARNSTABLE ZONING MAP. 6. THE PROPERTY APPEARS TO LIE WITHIN THE TOWN OF BARNSTABLE WELL PROTECTION OVERLAY DISTRICT BASED BASED UPON A RENEW OF THE TOWN OF BARNSTABLE ZONING MAP. 7. THE EXISTING CONDITIONS,SHOWN HEREON, ARE BASED UPON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, LLC. IN MAY OF 2008. M B. THE PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE C, AN AREA OF MINIMAL FLOODING, BASED UPON A RENEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA) FLOOD INSURANCE EXIST• RATE MAP(FIRM) COMMUNITY PANEL NUMBER 250001 0008 D, REVISED ON JULY$ 199Z SHED ;j 1 9. THE PROPERTY APPEARS TO LIE WITHIN A ZONE II WATER SUPPLY PROTEC7ION AREA BASED UPON A RENEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 75.00 10.THE PROPERTY DOES NOT APPEAR TO LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL S 71 20'SO•W CONCERN BASED UPON A RENEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. N/I' 11. THE PROPERTY DOES NOT APPEAR TO LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR N S7EWEN A. & A PRIORITY HABITAT OF RARE SPECIES BASED UPON A RENEW OF THE NATURAL HERITAGE AND PAIR/ AU75100V 3T/SAN N. KERWOV ENDANGERED SPECIES PROGRAM 2006 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC r INFORMATION SYSTEM. NAP 247 LOT 74-I NAP 247 LOT 75 IZ THE APPROXIMATE LOCATION OF THE EXISTING SEPTIC SYSTEM, SHOWN HEREON, WAS COMPILED ' FROM INFORMATION SUPPLIED TO ATLANTIC DESIGN ENGINEERS,LLC FROM THE CONTRACTOR ON MAY 8, 200EL ATLANTIC DESIGN ENGINEERS, LLC ASSUMES NO RESPONSIBILITY FOR THE 'I ACCURACY OF THIS INFORMATION. FILE IISBtOPP ° ed by:- SCALE PREPARED FOR: O O ED AD I N PLAN " a OF 1 ID'At I a n t I C ® DESIGN ENGINEERS, L.LC. �«by: = SCALE,• _ �o 1 MINA S SWATT 348 OLD CRAMILLE ROAD J08 NUMBER P.O. Box 1051. Sandwich, MA 02563 (508) 888- 9282 '—y th1'by`— 1 MANASSAS COURT CENTERVILLE. MASSACHUSETTS Approved°y:- DATE ND. DAIS IREVISON MECHANICSBURG, PENNSYLVANNIA 17050 MAY 8 2008 2561.00 ''�. ill ts�uchu:tictts - Dcpur-tmcnt o£:Public S;tfct� , Board of BuildinI� � WE Rc�u.lations and Standards Construction Supervisor. License License: `CS 70029 - Restricted to: 00 RALPH CROSSEN 1f3 WOODRIDGE f3D � : } "E-SAND IC.. �« $= . H, MA 02 r 537 • Expiration:; 11/15/2010 • (ununi�siimer §371 � i. License or regrstrahon valid for indnrduhuse only BOfirof 1iiS u11 "id4Ys� ��{ f� before the expiration date If found return .o HOME IMPROVEMENT.CONTRACTOR i Board of Building Regulations and Standards a Registration 136972 One Ashburton'..Place Rm 130. Expiration 9/2312010. Tr# 274592 . Boston.Ma.0210 , DBA RALPH_CROSSEN" i RA.LPII CRO DSSEN 18 W�O.ORIDGE RD ,� "�"" Not v�lict withou srgnatare E.,SANDWICH,�MA :Cdiirinish ator; i � r i { tt (19�.419P Olt, �r _\! . { z 1 I t 11a• { 11 J l u i 1 a I 7 l� I i t -r-41- I I •; ,� ; I # - -- - -� -1�_ --� -�- 1. _�. 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I I I t , I I , I � , i 1 _ goo Af ZO t 000 lo �..,_�..,,...-..1....... ...-...r. _ `.. .Yt ''" J,.,-� .-• .�,,,ws. :,"aw srr.w. _ s- .-�-d'��— - — _ �__ .t _ I 1 ' ex- VLo2 t pZ y 3 t t 4 -4 - ._ --�- -+ �tj-- I I Ff - I ....E _ . _ • I t -- - - i i f , 020 Pill rill lee i -` .-.._..- 111 1 i j I j j i j I I I I I i t t I I I -I-a I I 1 71 - - -- --1 _ V r.� • a 1 I 1 ' t I i t `IIII _ , T I , Aft 1-4 -.4 -I- -I -4 _ t fL f I I I I I I I I I I I , , I I , t I i I I I i I 4 I I I I I 4-t , I AM- ICI r 4---.1 1 I i e • , I I._ I i I 1 �1 1 1 — a —I—� -' i 4 i # - �--— - -i-- f-_ _ .� ..—..t-._t._..- .F r- —• - -+-- F- .—-} - -�.—..{---^- __ r-- —r ___ _... _ .. a_ 1 , , _T-7 ( i f L I I I I I I ? { - �- -t- } +- 'ry'v«�' y,, �..'n+r1;,y-yM4:i�ll�-w:-ntfi `► +"�.•P:'r l't; "1"'L%`'n "'; ,,'d."�a'�j'+Sa �:;jy, :n� - .%' 'y" M- '.o..:" � <1{ 'rilr°Y1'J/Cect4'r t �oF.He►o,,�� Town -of Barnstable BARE. _ Regulatory Services. 9 MASS 039. Building Division �prFO MPS a, 200 Main-Street, Hyannis;MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location ` R i1 T A i) C &Tr-r a_v4 )e A Permit Number Owner _ Builder One notice.to remain on job site, one notice on file in Building Department. The following items need correcting: k 1 A I I Ul ,/A C�� � � w� � f �'" M T F , 1. ..—e hl n �f 1 .f �.N r+rP P S lwl I.:� �a 4� S Y /4A S f !f.•+ M +}•�. A. V d f .r/a ea a Cie a' P.a.n st e'P�e JW S P P Please call:. 508-862-4038-for re-inspection. AA Inspected by /1R 7 C� Date P ►//D - .TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `'C Parcel Application # Health Division ' Date Issued jnfj Conservation Division Application Fee' Planning Dept. Permit Fee - -1 Date Definitive Plan Approved by Planning Board Historic OKH Preservation / Hyannis s Project Street Address S, s R-1 Village Owner Address _ Telephone G. Permit Request :m ; 'A 6 K CIO rr Square feet: 1 st floor: existing proposed -"b2nd floor: existing ® proposed Total new _ Zoning District Flood Plain Groundwater Overlay �� Project Valuation �� Construction Type Lot Size� (��'� Grandfathered: AYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 4No On Old King's Highway: ❑Yes ❑ No Basement Type: )Full ❑ 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 / new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes o Fireplaces: Existing New Existing wood/coal ❑stove: Yes No •- '� F,1ntached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing 4--hew' size_ r. Attached garage: ❑ existing ❑ new size _Shed:❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Curr t Use /� Proposed Use cr; APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r �lv Telephone Number t/CT l Address License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,, SIGNATURE DATE T FOR OFFICIAL USE ONLY • ` ` APPLICATION# `i` ✓ DATE ISSUED 1 MAP/PARCEL NO. ADDRESS ( VILLAGE OWNER j` DATE OF INSPECTION: ; FOUNDATION A �B! ekk`k- // 1 FRAME I INSULATION z ' 'r FIREPLACE ELECTRICAL: ROUGH FINAL `4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ,�� FINAL BUILDING 1 DATE CLOSED OUT f _ ASSOCIATION PLAN NO. °FINE Z, Town of B arnstabl,e Regulatory Services BAANSTABLE. Thomas F. Geiler,Director. ,➢ MASS. Eci A. Building Division Thomas Perry, CBO,Building Commissioner " 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: WCL Map/Parcel: —14'7 19(o n Project Address899 014 C u►.,v l �e Builder: Crosse The following items were noted.on reviewing: bees ncS'- ft � resC,o r►eA-ivc. aoic`Caee /Y1eL� 2tnc+ilne�a-►v►e ee,. F 100-- t Ash 1 CA'0'4% Over o�� e. Q I r Saftc GLS CEl`I Inc 5 r )Reviewed by: _ Date: J J&/u8 .Q:Forms:Plnrvw The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/P.lumbers Applicant Information Please Print Le 'bl Name(Business/Or�tionftdividual): Address: _ City/State/Zip: / Phone.#: l CJ / Are you an employer?Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. ❑ I am a general.contractor and I 5 ❑New construction employees(full and/or part-time,).* have bired the sub-contractors 2.KI am a-sole proprietor or partner- listedon the attached sheet 7. .❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' g. r@�Building addition comp.insuranre.t J� [NO workers' epmp rtra.•insnsr. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions . 3.El I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required] 'Any applicant that chwim box#1 must also till out the section below showing their workers'convmsarion policy information t Homeowners who submit this of davit indicating they are doing aD work and th=hire outside contractors must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the sub_r_mtacto s and state whether or not those entities have employees. If the sub-contractors have employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lie.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine lip to$1,500.00 and/or one imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy-of this stattmedt may be forwarded to the Office of _ Investigations of the MA for insnnce coverage_verification. I do hereby certify under the pains and p"calies of perjury that the information provided above is true and correct Si c: Date: Phone,# Official use only. Do not write in this area,to be completed by city or town offuiaC City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation'br other legal entity,or any two or more of the foregepg.engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other leg entity,employing employees. However the owner of a dwelling house having not more than three apartments rho fesides therein,or the occupant of the dwelling house of another who employs persons to do maintenance co ' ction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not becaus of ? ch employment be`dcemed to be an employer." " MGL chapter 152, §25C(6)also states that every state or,local ice iug agency shall withhold the issuance or renewal of.a license or permit to operate a business or to co tru� t buildings in the commonwealth for any applicant who has not�,produced•acceptable evidence of comp ce with the insurance coverage required." Additionally,MGL chapter 152, §25C('n states`Neither the co nwealth nor any of its political subdivisions shall gnter into any contract for'4he performance of public work until. table evidence of compliance with the insurance requirements of this.chaptel have been presented to the con m authority." Applicants tit Please fill out the workers'cor p�ensation affidlavit comple ,by checking the boxes that apply to your situation and,ii` necessary,supply sub-contra rtn (s)name(s),add;ess(es); phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or�Limite 'ability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers4' emation insurance. If an LLC or LLP does have employees, a policy is required Be a4vised that this k vit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. be sure to sign and date the affidavit. The affidavit should be returned[to the city or town that the application/for • pezm't or license is being requested,not the Department of Industrial Accidents. Should you have any quc 'bus egardmg the law or if you are required to obtain a workers.' compensation policy,please call the Departnent at a number ' tcd below. Self-insured companies should enter their self-insurance license number on the pnat� City or Towa Officials T Please be sure that the affidavit is complete r !rimed legibly. The Dep ent has provided a space at the bottom of the affidavit for you to fill out in the event Office of Investigations to contact you regarding the applicant: Please be sure to fill in the permit/license n er which will be used as a refc =cc number. In addition, an applicant that must submit multiple pem it/license ap ratio, in any given year,need onl submit one affidavit indicating c=cnt policy information(if necessary) and and Job Site Address"the applicant shoul write"all locations in (city or town)."A copy of the affidavit that has b officiaII stamped or marked by the city r town may be provided to the applicant as proof that a valid affidavit'f n file for permits or licenses. A new davit must be filled out each year.Where a home owner or citizen is twining a lice a or pemrit not related io any b ss or commercial venture (i.e..a dog license or permit to bum lea etc.)said persn is NOT required to complete davit. The Office of Investi ions would to thank you in advncc for your cooperation and shoul you have any questions, please do not hesitategive us a The Department's address,talepho an fax number. Ctimmonealth v assachusetts epartrment of Indust' ACcideFits Office of Investigatlans 6,00 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 4.06 or 1477-MASSAFE Fax# 617-727-7749 Revised 11-22-06 • www.tnass.gov/dia . I; ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Cr Site Address: Town: cex;1 �1�a Applicant Phone: Applicant Signature: G /I� Date of Application: 5 . NEW CONSTRUCTION: choose ONE of thefollowing two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM. MINIMUM _ Ceiling or Basement Slab Il .Option 1: Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SG1iR R-Value R-V,h e and De th ' National Appliance Energy 3 5 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as.listed below. 0 Option 2: REScheck Version 4.1.2 or later variant software analysis must-be completed (780 CMR 6107.3.2 REScheck—Web which can be accessed at http://www,energycodes.gov/rescheck/ ADpITIO1vS.On ALTERATYOIVS TO`EXITING BUILDINGS:'OVER 5.YI+JARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: . (a) Gross Wall & Ceiling Area equals Formula: (100 x b_a) SF 100 x — _ % of glazing (b) Glazing area equals• SF b a �' is�.40.% roceed to "SUNROOlV1"section If lazing is<:40/o use.the chart below. if.glazih . 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Wall - Floor Basement Wall.. Slab Perimeter Fenestration Exposed floors R-Value U-factor R-Value R-Value R-value R-Value and De th .39 R-37 a R-131 R-19 R-10 R-10, 4 feet — a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings): ❑ SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition, Note:. Owner to fill out Consumer Information Form (found in Appendix 120.P) AYVC Graide to Wood Constructiar in High Whid Areas: 110 srtpk 6Virrrl Zolle Massachusetts Checklist for Compliance (780 CNIR 5301:2.1.1)' Check Compliance 1.1 SCOPE Wind Speed (3-sec.gust).................................................................. ........................:....................... 110 mph AZI, Wind Exposure Category Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories RoofPitch ......................................................:....................(Fig 2) ......................................... 512:12 �- Mean Roof Height .........................................:...........:........(Fig 2).................................................. ft <_33' _ .......... ......................... Building Width,W ........................ . . .(Fig 3)..........:.. . " _ft" _80' �Z BuildingLength, L ..............................................................(Fig 3)................................................. ft <80' Z, BuildingAspect Ratio L/V1/ ............ .......................(Fig4 _3:1 z 5 6,8" -�s Nominal Height of Tallest Opening .................................:.(Fig 4)..............:................................ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................. .•C / 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 L ...A/.0X Concrete............................................................................ ConcreteMasonry .................................................................... ........ �....... ........... 2.2 ANCHORAGE TO FOUNDATION"' (c 5/8"Anchor Bolts fimbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general........................................:.(Table 4)............................................... in. j- !K Bolt Spacing from endfjoint of plate.............................(Fig 5)................................".... in.:5 6"-.12" C! I��P Bolt Embedment-concrete.........................................(Fig 5)................................................. in.>7" Bolt Embedment-mason .....................(Fig 5 in.>15" ....................... Plate Washer........................................... (Fig 5)...........................--------- -- >3"x 3"x'/4 S CGf/� 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55) ................................ Maximum Floor Opening Dimension...................................(Fig 6)...................................................._ft-12' Full Height Wall Studs at Floor Openings less than 2'from'Exterior Wall(Fig 6)....................................... � Maximum Floor Joist Setbacks Supporting.Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <_d FloorBracing at Endwalls....................................................(Fig 9)...................................:.................. ......... 9 Type ........................................................(per 780 CMR Chapter 55 .........................:........ �s Floor Sheathing T e (P P ) Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2)..__kd nails at in edge/_f in field 4.1 WALLS Wall Height Loadbearing walls..........:.............:...............................(Fig 10 and Table 5)...........................—ft :5 10, �6 Non-Loadbearing walls........................................:.......(Fig 10 and Table 5)..;........................— )..........................._ft 5 20' _1i4 Wall Stud Spacing . ..........................:.............................(Fig 10 and Table 5)................... in.5 24"o.c. / Wall Story Offsets .........(Figs 7&8).................. ...._ft <_d. 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls .. ........ ( able )...............:............._2x - ft ................. T n. Non-Loadbearing walls................ ................2x - ft Zin. �� .................................(Table 5).............. Gable End Wall Bracing'" -716 y' Full Height Endwall Studs............................................(Fig 10).........................................................:.... WSP Attic Floor Length.................:...............................(Fig 11)............................................. ft 20/3 y� 'Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft 0.9W and 2"x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).......:..................:.:...............:...............: or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................................... ft Splice Connection (no. of 16d common nails)..............(Table 6)........................................................ G�rZ AWC Guide to Wood Constrrrctiorr in High Whid Areas: 110 rnph Wind Zone Massachusetts Cheddist for Compliance (780 C111R 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)................:.................................... ��C/ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft—in.511' z-2�'�i✓ Sill Plate Spans ........................................................(Table 9).................................. ft—in.5 11' 32 _. Full Height Studs (no. of'studs).................:..................(Table 9)............................,...................,...... _2. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.......:::...................................................(Table 9)..................................._ft_in.5 12' I Sill Plate Spans...........................................................(Table 9),................................._ft_in.5 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 ........................................................................ 6'8" Sheathing Type.... ........................................(note 4)....................................... *........,... G� 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)....................................................10% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........:........... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ �1 " SheathingType..............................................(note 4).............................:....................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................in. Field Nail Spacing...................:......................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)................................................. Percent Full-Height Sheathing.......................(Table 11).......:............................................40 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?....L. ..............(For Rafters use AWC Span Tool,see BBRS Website.) Roof Overhang (Figure ) _Fi ure 19 ............. ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.........:............:.........................(Table 12)......:.....................................U= plf Lateral..............................................(Table 12).......:.....................................L= plf Shear..................................,............(Table 12)............................................S= plf. Ridge Strap Connections,if collar ties not usedper page 21... Table 13 - pif Gable Rake Outlooker..........................................(Figure 20) ............._ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors UpliCl.....................:........................(Table 14)............................................U= lb. . Laterah(no. of 16d common nails)...(Table 14).......................................L= . ib. Roof Sheathing Type.."..... .......:.:................................(per 780 CMR Chapters 58 and 59)............ !/ Roof Sheathing Thickness`..................................:.:..... ............................................. in.>-7/16"WSP Roof Sheathing Fastening............................................(Table 2).......................................................... �� Notes: On 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide:, a. Steel Straps per Figure 5` b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2, Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i FWE Town of Barnstable. ° ti _ Regulatory Services s�arrsresie, Thomas F. Geller,Director Building Division ' Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnsta ble.ma.us Office: 508-862-403 8 Fax: 508-700-623 0 Property Owner Must Complete and Sign This Section If Using A Builder I,�7rOi(,h A04 I , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: 0 6� V z Ae (Address of Job) Signa a of Owner Date f�Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. �oF T � Town of Barnstable �� Regulatory Services txxSMwt ,ss. ; Thomas F.Geiler,Direct r KA Building Divisio Tom Perry,Building Commis ioner .. 200 Main Street, Hyannis, 02601 Rrww.town.b a r nsta b l e. .us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE E MPTION. Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phon # work phone# CURRENT MAILING ADDRESS: ity/town state zip code The current exemption for"homeown rs"was extended/hd clude owner-occupied dwellings of six units or less and to allow homeowners to engage an in dual for hire wes not possess a license,provided that the owner acts as supervisor. DEFINITIONOMEOWNER Person(s)who owns a parcel of land on' hich he/she re ides or intends to reside,on which there is,or is intended to` be,a one or two-family dwelling,attache or detached structures accessory to such use and/or farm structures. A person who constructs more than one hom in a two-y ar period shall not be considered a homeowner. Such "homeowner"shall submit to the Building fficia,o a form acceptable to the Building Official, that he/she shall be responsible for all such work erformed and the li 'din permit. (Section 109.1.1) The undersigned"homeowner"assumes resp nsi ility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulatio The undersigned"homeowner"certifies that she understands the Town of Barnstable Building Department m;r;mum inspection procedures and requ' me is and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35, 0 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction I ro HOMEOWNE 'S EXEMPTION The Code states that: "Any homeowner performing work fo which a building permit is required shall be exempt from the provisions of this section(Section l o9.1.1-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 th y are assuming the responsibilities of s supervisor(see Appendix Q, Rules&Regulations for Incensing 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. �pTHE Tp� Town of Barnstable * Regulatory Services • BARNSfABLE, y MASS. Thomas F.Geiler,Director �A a639. .10 lFn►�u•+° Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 " t July 28, 2008 Ralph Crossen 18 Woodridge Rd East Sandwich, Ma. 02537 RE: 348 Old Craigville Rd., Centerville Map: 247 Parcel: 196 Dear Mr. Crossen: This letter is i6's llow-up on an application submitted to do work at the above referenced address. Unfortunately, the application can not be approved at this time because of incomplete construction documents. If you decide you would like to proceed with the project, you must first reapply for a building permit. If this office can be of any further assistance please do not hesitate to call. I may be reached at (508) 862-4034. Sincerely, #Jfr L. Lauzon Local Inspector Q:zoning5 ■■■ 1 . .. ■■■■■■■■■■■■ ■■ ` ■■■■■ ■ ONE ■ ■ ■ ■■ No M ■ ■ ■ ®■■ ■■■■■■■■■■■■■■■■■■ME ■■■■■■■■■■■ i !NINE ■ ■ ■■ ■ MEMMME■MEMEMMMEMMEMMM■MEMMME■EM■ ■■■■■■EMMMOMME■mom■■■■■■■■■■■■■■ No ■ ■■ ■ ME■EM■M■■■■■■■■■■■ ■■■■M■■M NONE ■M■ 7 d a ■e ■ f3 ENE ME on ■ ■■■ OMEN ■■ v MEMMEMMEMEMMEMMEM ■■■■■■■■■■■ MMMMMMNMMEMMMMMMMMMMMMMM ■M■■■ ■E■■■m■■■ ■■■■■■■■ ■■■■■■ ME■EMM MENOMONEE MEMEMEMEE EMEMME MEMO ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■MMEM■■MMMMMMM■MMMMEMMM■MMMMSME EMMEMEMMEM■■■■MEMO■■■■■■EMMEMMEME MEMEM■MME■MM■MMEMEME■EMME■■■■■E■ OME■■EE■MM■MMEMMEM■MENEM ME ONE MEME MEMMEMEMMOMMEMEONE MEN mom ME OEM®M■ EMMEMEMEMMEM■nMEM■ONMEMEMEME®ME MOM MEN 0ME ME■NENMEM■MEMEME®MM M MEMO OEM■■MMMMMMM■■MO■OM■=■■ ■■�ME■ MMMEMMMEMEMEMEMEMEM�■M ■■MEMEN ®MEM■O■M■EME■EM■E MM No ■NEE■■ ME ME■EMMEMOMEMEMOMME■�■■ MMMEMEMOMMEME■EMM■■ MMEME■■■ ONE ■EMEMMEMMEEMMEMEMEM ■■■MEMME■■EME B0,kLo LUMBER COMPANY MASHPEE, MA (508)477-3132 800-834-3132 I GARY"FOZ" FOISY FAX(508)477-4279 Contractor Sales Email:gfoisy@botellolumber.com N 4 Andersen.' Andersen Windows-Abbreviated Quote Report Project Name;CROSSEN---VAN Quote#: 019901 Print Date: 110/30/2008 Quote Date: 10/30/2008 iQ Version:8.1 Page 1 Of 2Q Dealer: Botello LumberCo. Customert: 26 Bowdoin Road Billing Mashpee, MA 02649 Address: (508)477-3132 Phone: Fax: Sales Rep: "FOZ" Contact: Item Qty Items Size(Operation) Location Unit Price Ext.Price 0001 1 TW2446(AA) �L�-'30 594.30 ERO Size=2'61/8"Wx4'87/8"H Unit Size=2'5 5/8"Wx4'8 7/8"H Unit,Equal Sash,White/Clear Pine, High Performance Low-E4 Impact Resistant Glass(Each Sash), White Interior Hardware Insect Screen,White 0 1 FWGB068(` $ 2106.60 & 106.60 ROSize= '0"Wx6'a"H Unit Size ' 111/4"Wx6'71/2"H Frame, IR,SR ding,White/Clear Pime Stationary Panel, /Clear Pine, High Performan Low-E4 Tempered impact R taut Glass erating Panel, Whit r Pine, High Performance L -E4 Tempered Impact Resis Glass ing Insect Screen,Wh ` Har .are Trim Set,GD,2 Panel, beta-White _. Subtotal 2,700.91 Total Load Factor Tax(5.000%) 135. Customer Signature 0.528 Grand Total 2,835.95 Dealer Signature **All graphics viewed from the exterior Project Comments, IT IS THE RESPONISIBIUTY OF THE PURCHASER TO ENSURE THAT WINDOW AND DOOR DESIGN CONFORMS TO THE MASSACHUSETTS BUILDING CODE,7TH -Apr-22-08 05: 20A P_Ol To Whom It May Concern: Ralph Crossen has our permission to file a building permit for our soon to be home at 348 Old Craigville Rd, Centerville, MA. Attached is a copy of the P and S. We will be closing on the said property on May 2,2008 and would like for Ralph to be able to break ground that day, in anticipation of completing the project prior to our children completing school the first week of dune. Please call with any questions. 717 250 0398. Thank for your consideration. Kind Regards, a 4 r Juliane and Mike Swatt a. +� �' ✓/ie 1°anvireoozwea� a�,./�oaachuaell ', Board of Building Reguladons and Standards . =i 'Constmction Supervisor`Llcense S .76029 i I License. G l SIN—3W- 415/1947 s 1 2008 TO '5682 i. RALPH CROSSEi�I l� 18 WOODRIDGE RD-° 5 tl�- - `� J E,SANDWICH;`MA 02537 Commissioner' ' -BuildingChek 1.1 SCOPE 110 mph 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a'story) stories 2 stories Length, �z1 Building Aol5ed Ratio (UYV --.---'�----_---'(�g4)-_.--...----'------`____ . ,' »q (F� 4) �OV Nomi��| HakJh\nfTaUes�Oy�nng --.��------`-' g ---------------'�_�__ ` 13 /uxm/mG CunwEC/ mmS ��"°~' `~^'r~^~- ^'~' ^`'^^ g ~-'---'----.---.-` 2.1 FOUNDATION Foundation Walls meeting requirements of7aO-CK4R54041 ' Concrete...............................................................................__`_. _____`____ 22 � �NCHOR� ETOpOUNDATON'/' 5A8"Anchor Boksdmbeddedor5A8' Prophetory.Mechanical Anchors asun alternative inconcrdeonly ' � Bolt Spa�ng-general -..----.-------^(7ab|e4)---------'-,- /--_- ��-_' � � 5^ 12 ' BokSpadhghnmend�o�tof�ato ---------'(�g5).-----'.'_---' i n. ' �--_ i ^ Bolt Embedment-concrete--------'.----'(Fig 5)-- ---------'-.�-.-.`_-_ n� �7, i Bolt Embadment -maxon�-.----,-'-----(Hg 5)----/_--------' n� � 15 � �^x 3^ x��^ Plate YYashec_-_--------_---''----(Fig5)--'-'-,-._--.---- 11 FLOORS Floor framing member checked .......... ...... .........`.(parTROCMR Chapter 55)......... - ................. .'r Maximum Floor Opening Dimension. '—^-'--'(Fig 6)...---'-------- - ft:� 12`' Full Height Wall Studs at Floor Op�enngo less than 2' from Exterior Wall (Fig 5)�� � Maximum Floor Joist Setbacks ' Supporting LDadbeadng Wa-115 or Shearwall................(Fig 7).................................... ............... ft-�d Maximum Cantilevered Floor Joists � �d 3 Lo�dbo h YYa|b. �heanvaU (�� O) Al u a ng or -----� -----------------�--''`- - FloorBracingotEndwuUn------_----.-----.(Flg9)-------------'.`--_.......--- RoorSheathingTypo --................................ ...................(per 78OCMR Chapter 55)... .......... ........... -�- Floor Sheathing Th�knosu -----------.-''�-.(per 7D0CMR Chapter 55)---'�`--' in� `' *n? Floor Sheathing Fastening.............. ----------'-O�h|a2)�� �^dnai� at /� in edge '� in field,~ ~ 3 .1 WALLS VVaU Height xy ( LoodbaahnQ *aUo---.�--------.'.--'.--'(Fig1UandTab|a5)---.--`--'___� � 1� Non-Loadb~a6ngwa|b ----- .-----,----..(F� 1O and Table 5)-`-----,-- � S 2� e^v - Wall Stud S � ----..---.---------'(Rgi0 and Table 5)----.�-� in. 24^o.c VVoUS(ory ~ -'------`-----(Flgs7 & 8)-----_---,----'`_--# d , 2 EXTERIOR WALLS ' Wood Studs ^/' .. Z� i n� LoadbeahngwaUo-----_...------_---.' b|o5}.--------'_�^_-�'�_��[��_ �� Non'Loadbeor Us --_-----'-------(Fab/e5)_--------�2x - � �. ���� Gable End YYaU8��ng ' ' | � FuUH / �End*aUShudx�--' 1O)---'--/'' . . VVSP - Floor � _-�--.------'. 11)---'----'-_----' ��VV� / ' '-- --- ' ~ --�� O8VY 'Gypsum CeiUngLength U/V�Spho used)-----`-�(�gi1)---_,-_'---^-.�-. � . and 2.x 4 Continuous b l'B @Ofto.c. ' (Fig 1i).............................................. `........ ........ or 1 x3 ceiling.furring strips @ 1O~spacing min. with 2 x4 blocking @ 4 ft.spadngjn end joist�or1ruo bays. . Dnu�oTop Plate Length (Fig Splice g|h -^---....------^_-----. '---.---`,---� _-__ Splice Connection (no, of16d common nails)..............[Tab/eG)..... ...................--,-,................._�_ ' . , ' ` | ` ' AfVC Gzride to !food Co/ISt17-lC11'01l ill HQ0 1,I1iird At,eas: 110 niph Hli»d Zone IVlassachusetts Cheddist for C'OMJA2]ICe (780 c),'IR 5301.2.1:1)' Loadbearing Wall Connections //� �G��v�% " • Lateral (no. of 16d common nails)................................(Tables 7).............................11611.••••••. Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8).................................. 2" ...................1. ........6�......... Load Bearing Wall Openings (record_largest opening but check all openings for compliance to Table 9) Header Spans ................................ ........................(Table 9).................................. ft_&in. Sill Plate Spans .....................................................(Table 9).................................. ft_ in.5 11' . Full Height Studs (no, of•studs)....................................(Table 9)............................,........................... Non-Load Bearing Wall Openings (record largest opening but check all o eni s fdf ompliance to Table 9)' Header Spans................................:............................(Table 9)... � 1la .... ft in.s 12' Sill Plate Spans.... .............:............I............................(Table 9)........................I........._ft_in.s 12" Full Height Studs (no. of studs)....................................(Table 9)...........................................:........... — Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously) Minimum Building Dimension, W / l Nominal Height of Tallest Openingz 5 6�8" _ SheathingType.............................................. note.4....................................................... YP ( )..................ifle...) ......................� ge Field Nail Spacing...........................................(l able 10)........................)......................... in g 1/ Edea N onnection no, of 16d common nails Table 10 or note 4 if less ;,'.....;::.-'...:.'.::: Sh rC ( )( ) p� Percent Full-Height Sheathing_......................(Table 10)........ ......... ......... ................_% ` 20 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).......:............ Maximum Building Dimension, L l Nominal Height of Tallest Openingz........:................................................................_s 6'8" SheathingType..............................................(note 4)..............."..................................... Edge Nail Spacing...................:.....................(Table 11 or note 4 if less),..,.................... Field Nail Spacing..:....................................:..(Table 11).........:.....................................:. in. S hear Connection (no. of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing.......................(Table 11).......:............................................._% � 5% Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ...........................:................................... 1 ROOFS Roof framing member spans cher ed?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhan Fi ure 19 ft_<smaller of 2' or U3 g ...._..........� ( 9 ) ............._ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:...........I.........................U= plf Lateral .................:...........................(Table 12).............................................L= plf Shear...............................................(Table 12).............................................S= plf Ridge'Sfrap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker..........................................(Figure 20 ft s smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.....................I...... ...................(Table 14)............................................U= lb. Lateral (no. of 16d co mon nails)...(Table 14)...................... = - Roof Sheathing Type..,.......1 (per 780 CMR Chapters 58 and 59) ...I........ / ... /C G�... ........ ...........I..........._in. >_7/16" WSP Roof Sheathing Thickness..`........ .� . ( . .. . . ...................... Roof Sheathing Fastening............... . ` ble 2)..................... :........... s: This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing -equiren ents shown in Tables 10 and 11. Fhe bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i Massachusetts Cliecidist toi- compllance (780 c1IR5301.2..1:i) 4 •J a? From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Ueathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16' and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing, iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the lop 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 2t 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore (generally, south of Rte. 28 or north of Rte. 6) b) vertical addition—not required unless there is extensive renovation to the first floor c) replacement windows—needs energy conservation compliance only (chap 93) 6. Wood Frame Construction Manual (WFCM) for 110 MPH, Exposure B may be obtained from the American Wood.Council (AWC)website. --WHEN THIS EDGE RESTS ON FFW WING USE&i NAILS AT 6'o c- --� 1� 11 11 tl t q - t u 1 -JI 11 1 0 - 1 II 0 II ,� I l O + � ;II . 11 ♦- 7 i 1 1 m - 1 I is 1 I I I I 'U ,I 1 I V Z. -i I z la I I i ao n a I'1 Q I:'1 d I 11 N � i cL D I o FPAMIf MEMBERS W 1 w XI i.i i + EDG E AYIFF1h{EDIT TE —~! 1/ 1 ate,3•Mat61� J _ ;---t —.-- a" STAGGERED � WJLPATTEAN PANEL PANEL— _ •� '+-� PANEL EDGE DOUBLE NAIL EDGE SPAC,t`IG DETAL See Dalail on Next Page Detall Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment I �t • Q) c Px4 1 L�j�r ' SIOKj E EfInt PEP 1-ulp cz i '✓ P ar7I px r . y ��. .� r` rY t,'. ,... � ` "� ars YT, t \' � � ., {� � f !� � f r a i 1 +w � .� w , w 1�, _ �fl'" .. — - -. ' .., v �.f- ,,,. - - x >> � i � . _ �—� _ i � — � � _. ' i V _ _ _ -* � _ � F � �. 4 .�` I ., �. .. - _i, _ . , w�,.. ^ �' }}. ti .. F "�✓+� I � � L - _ o t ROOD iP x - � n d $ 1 �Ij z {0 e„s �! k IV �. e ! w _e •Ise ! - - - -�- - I - - -I- �- - --�- - - �- I I I e ,0- /-gf ev- at fit I ! i h r _ s � � {.. E - ., _ Y,� � _ �o�tiOR-`tl D� PLC _ I81s_-tC, _ T ,VX}lli ' N .-A94-_' p � I _ IN GLl I � R. r i 1J �- f - ' 4 j � { i { � � s .. i 4 i _ .y. _ ,s e u � . _ ^� +* .k ` 4 � 1 t r� ti', � . Licensee Details Page 1 of 1 The Official Website of the Executive Office of Public Safety and Security(EOPS) Public Safety Mass.Gov Home DIPS Home EOPSS Home Mass.Gov Home State Agencies State Online Services Department of Public Safety Licensee Complaints License Type Home Improvement Contractor License# 136972 Restriction Company Ralph Crossen Name Ralph Crossen Address 18 Woodridge Rd City, State, Zip E. Sandwich, MA, 02537 Expiration Date 9/23/2010 Status Current No complaints found for this Licensee. i3ack��e�rch i http://db.state.ma.us/dps/licdetails.asp?txtSearchLN=HIC136972 10/31/2008 Licensee Details Page 1 of 1 The Official Website of the Executive Office of Public Safety and Security(EOPS) Public Safety Mass.Gov Home DPS Home EOPSS Home Mass.Gov Home State Agencies State Online Services Department of Public Safety Licensee Complaints License Type Construction Supervisor License# 70029 Restriction 00 Name Ralph Crossen City, State, Zip E Sandwich, MA, 02537 Expiration Date 11/15/2008 Status Current No complaints found for this Licensee. Back To Search http://db.state.ma.us/dps/liedetails.asp?txtSearchLN=CSL70029 10/31/2008 w � r / 7/r �- ' EXISTING -1 ST ORY WOO D FR AME ME �I DWE LLING z N/F o. EXISTING DECK, 00 74iL` c;. v^ROVEf? }I o. . ` TO BE REMOVED o a Ab. f� 'o O0 ,4P 247 LOT 19 A` a / 0_ o 7/ i m PROPOSED I o 112'x14' o PROP. N ADDITION N 10'x10' DECK j... �.w.� 11.2 f 14.0' I Pi APPROXIMATE LOCATION OF EXISTING SEPTIC. SYSTEM TO REMAIN i . o. ^� -7/ _ O _n _ CA EXIST. �_., corn _r 'r SHEp 6e75.00 I 4 . y � :!`3"!":,lu''�F' .r�+.y..,,,:. ':�.,:,�� ���..J•`�;'' :..-r''y i.r��,:.. v,ea•,frrsww:�a.rxt,.-.. .-,. ,m-.. .5,: .. ;,.,a,. � "fi,.�;"�-s"iw�lWi�?'t f °v 'r�i.fi-.. Town of Barnstable BARNSTABLE. ' Regulatory Services MASS. i639. Building Division P�Fo MAC a, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Z Location 341'? old ef--a 1 uy Ile Pd z C&4-t Permit Number 4,PP 0;e Owner Builder o SS Eoj One notice to remain on job site, one notice on file in Building Department. The following items needcorrecting: a9 -rro nT tua l t O-Ff- ho(A5'e . Ae-*y-aw A4 a et 5 u ire»m t n"t !S '' rl'I 4r) 45 .6u r Na-6J 6e eraro '�,Peo/ ,s�o w r �u� I Ycc� ,Foc3�r.-x� does ^64 Meet- 26�e r od�� nea c�I re►yre�`fis�r v ' �o CM!P 6�03, 7A?0 CMeP 0�3 Please call: 508-862-4 'for re-inspection. Inspected by Date Building Inspectional Services 200 Main Street Hyannis MA 02601 December 16, 2008 Re: 348 Old Craigville Road Centerville MA An addition to the house is being constructed and no building permit is visible on the property. Y 1 i Town of Barnstable *Permit#co2� O 2 ss-1 Expires 6 months rom iss date P�E� Regulatory Services Fee SPERIWI f omas F.Geiler,Director AUG - Building Division 8 2006 Tom Perry,CBO, Building Commissioner- TOWN OF ggRN 200 Main Street,Hyannis,MA 02601 STABLE,E www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY // Not Valid without Red X-Press Imprint Map/parcel Number a 7Q Property Address -T 0 0-fa 01'qAy) [Residential Value of Work — O-ZrO Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address d Contractor's Name +—AX.t,44e► 0 Telephone Number '6&5 a Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) RWorkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner QZ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# -7 / -(�IX O Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) n-Re-roof(stripping old shingles) All construction debris will be taken to �"LC ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) "Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. of me Improvement Contractors License is required. SIGNATURE: el Q:Forms:expmtrg Revise061306 ,. 1 ne t,ommonweacrn of lvla�sacnu�eus Department oflndustrial Accidents Office of Investigations 600 Washington Street ' Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Pluilabers Applicant Information Please Print ]Legibly Name (Business/organization/Individual): ►�.,�r,�.a;�n C Address:-- �� O 8 p>< q City/State/Zip:_- VUkU?s Phone#: Are you.an employer? Check the-appropriate box: Type of project(required): 1.E�I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet $ 7 ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. g, ❑ Building addition [No workers' comp. insurance 5. ❑ We area corporation and its 10❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t . employees. [No workers' comp.insurance required.] 13, Other 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information' t Homeowners wbo submit this affidavit indicating they are doing all work and then hire outside contactors must submit a new affidavit indicating such. #contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy inforr mtion. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie. #: 13 (7/,X 6 / ,7 �j s Expiration Date: Job Site Address:_ ��g C � r?dLcx.� �l `(' �r/City/State/Zip: e� Attach a copy of the workers' compensation policy declaration page(showing the policy num r and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the Iimposition'of criminal penalties of a fine up to$1,500,.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and'a fine of up to.$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby,cent' +ins a naltd s of perjury that the information provided above is tru and correct.Signature. - Date: c Phone Official use only. Do not write in this area,to be completed by city or town official j City or Town: Permit/License#? Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical inspector 5.Plumbing Inspector 6. Other Contact Person: Phone.I - y " -Awadw6� registration valid for individul use onlY � ,�ea License or iration date. If found return to: Board of Building Regulations and Standards bef0i i the exp' CONTRACTOR Beat,!of Building Regulations and Standards OVEMENT 1301 HOME IMPS One Ashburton Place Rm �^ Ma.0211, Regln traf�o�2536 BostcO, x WWWI �2 2007 lug i 1 f?I r 4't.rf EO. FRASER CONSil� DEAN ERASERS /' `fu✓ ——" Not valid wi*hoot signature 71 TARRAGON CO Administrator COTUIT,MA 02635 i CERTIFICATE OF LIABILITY INSURANCE DATE(MMMDIY PRODUCER (508 588-T260 09/22/2005 j' FAX (508)S88-7236 THIS CEF�-IFICATE IS ISSUED AS A MATTER OF INFORMATION Wise & Quinn Insuriance Agency Inc. ONLY AN3,CONFERS NO RIGHTS UPON THE CERTIFICATE 449 Pleasant St. HOLDER!•'f kIS CERTIFICATE DOES NOT AMEND,EXTEND OR Brockton, MA 02301 ALTER rvf: ;OVERAGE AFFORDED BY THE POLICIES BELOW- f - CISR, Paul Crowley INSURERS AFFORDING COVERAGE NAIL INSURED Dean Fraser INSURERA, h.art¢ord Insurance Company DBA: Fraser Construction Co. ;INSURGRB: 71 Tarragon Circle INSURER Cotuit, MA 02635-2443 iINSUP.ERC; INSURER E: •` CtlVE AGE THE POLICIES OF INSURANCE LISTED SZLOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWriTHSTANDIN( ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT tldtTH RESPcCT TO WHICH-THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDrD BY THE POLICIES DESCRIBED HEREIN'+S SUEJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS 81-104M MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR OD' TYPE OF INSURANCE ?�LIC i EFfEC=,1 P LiLC Y EXPIRATION POLICY NUMBER GENERAL LIABILITY LIMITS EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED S CLAIMS MADE I 1 OCCUR PREMISES(E- MED EXP(Any one person) 3 �•—J PERSONAL&ADV INJURY y GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER; PRO- PRODUCTS•COMP!OP AGG S POLICY JECf LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ee accldent) ALL OWNED AUTOS I SCHEDULED AUTOS � (Per BODILY INJURY 3 HIRED ALTOS I NON-OWNED AUTOS BODILY INJURY S(Per accident) PROPERTY DAMAGE $ (Per accldent) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY r� EACH OCCURRENCE $ OCCUR L._._J CLAIMS MADE AGGREGATE $ . DEDUCTIBLE S RETENTION $ � $ WORKERS COMPENSATION AND 65601li-794X619-1-0§ 09/26/2005 09/26/2006 X 5 EMPLOYERS'LIABILITY WC STATU OTH- ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ SOD,O43© OFFICEWMEM9ER EXCLUDED? If yes,describe under �' E.L.DISEASE-EA EMPLOYE S 500,000 SPECIAL PROVISIONS elow OTHER E.L.DISEASE-POLICY LIMIT _$ 500 000 ' II eSCRRaTION OF OPERATIONS I LOCATIONS!VEWcLES I EXCLU=NS ADDED BY ENDORSEMENT/SPECIAL IONS Ell the operations usual to carpentry. I FRTIFICATE HOLDER AN L TI N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL:ENDEAVOR TO MAIL 10 D% S WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Fraser Construction Co. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATlO I OR LIABILITY 71 Tarragon Circle OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. C®tlil t MA 02635 AUTHORIZED N IVE C i ORD 25(2001108) FAX: (508)428-0123 ©ACORD CORPORATION 1888 (! I AUG-03-2006 03 :42 PM CTIENKEN 12038347862 P. 03 At1y 4%,v►alivaa Ua rA1WA AL:v..> fa va�a wlaovv epoe$lieatior► vwU bo eaee*'--t w(-Irrnn nrcirr(4 and will 'bucuznc an oxtrra charge aver and abovc tho CatimQTe. AU agreements contingent urnn 4t.rikes, accidents or delays are beyond our rnntrr+l ( 1uirlrr WhF'1111fl (:a1'ly fll'n. tnn-anon ?Ind OLILUX' I1la:G25MUV ii10u46LaaC:G u►7val t11c above work. Wc, if not accepted within thirty daye may withdraw this proposal. FRASER CONSTRUCTION: Carries Workman's Compensation and Public Liability Insurance on the above work. DATE OF ACCEPTANCE: Homeowner Fraser Construction Assessors map and lot number ,. :1../. ........... /t''.... ' F TH E tp�I Sewage Permit number . ...:/U........ d o� Z 33ARNSTAII E, i Housenumber ................................................................. ...... s NAM Op 1639. \e� r. 0 MAI a' TOWN OF , RAR.NSTARLE DUILDING? INSPECTOR APPLICATION FOR PERMIT TO ., s .....�?.��....:h.,?. .....:'',` ,.:.. a? T '>1aF'�:?�: ?;!r� .12. TYPEOF CONSTRUCTION .y a;:� ............................................................................................................... .........oA........... .....................19, TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �/ Location ........3. r7........... .. ......... rJ%'�o. ;. %A_ �!c.:.-..2.�. .......Gm1 .�{- , ,,,:�.. > �;a,,�"' -... .. .............�.. �,,:....� ..,..... ...... ProposedUse ............................................................................................................................................................................. Zoning District ...........................'.....`....�..��.,^���y,,... Fire District .............................................................................. Ap,,+A t 1— �� Name of Owner ........................................ ........ ...............~....... .�...........................Address . .... �L�(... ^a. .,c tl/ ...: ... /. . Name of Builder s ✓.:a.. ........................Address �r Nameof Architect ..........00"t,�'..41�.........................................Address ......................:............................................................. Number of Rooms ...........r�/::�! .i.Z17............. ........Foundation ..--77 �C ..:�n•1,C r,. ........ J. ................. Exieriarg..d. f:?.,. .:.1 :..:......................................................Roofing .... :• .. .....? .•?•,/,.��....r�.;fr• _%................ _ r Floors ...... f :.4:a:7. -.........................................................Interiors.p�..� ;q:,;. .+j+......................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ............................... ...............................................Approximate Cost „�".p ...................................... .... . .. .... Definitive Plan Approved by Planning Board ________________________________19________. Area ..`�1.......4 .............. agram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I f � Sr < o:z R4„, AU%:1,If a I hereby agree to conform to all the Rules and Regulations o the Town of Barnstable regarding the above construction. !... ...................... m / CARL S l.,, NOLD 711, & TTY i 23349 DDI ON No ................. Permit for .. ......... ....................... j Single Family D ling Y ........................... ................................................ Location 349 Old Crai,gyi,]„Ie...Road L 4 i Owner Arnold W. & Ott r...Caxlson Type of Construction ....F.r.ame......................... �, , ► :' y r f � _ ..................... Lot ................................ I fi r August 7 $1er ... ..........P ...... 19 , .� ' Daate of Inspection`.y��.............. (� ...195�Z' Date ,Com leted 19 - r♦ � Y r PERMIT REFUSED .................. ........................................ 19 ............ . ..`.....................................r.................... JJ � Approved ........................ .................................................. ..................... ................................................... . i LOCUS FgRM HI(,� D 0 o' J _J N 2 COX 1 8 PAGE j2s OLD CRAIGVILLE ROAD Q m E001C 11 (PUBLIC — 40 WIDE) N 71 20 50 E �� v I 75.00' LOT 196 ZONING REQUIREMENTS 7,500t SF RESIDENCE B (RB) 0.17t ACRES ARTICLE III: DISTRICT REGULATIONS j TOWN OF BARNSTABLE ZONING ORDINANCES LOCUS MAP 1 MINIMUM LOT AREA 43,560 SF SCALE: 1"=500'f MINIMUM LOT FRONTAGE 20 FEET MINIMUM LOT WIDTH 100 FEET MINIMUM FRONT YARD 20 FEET 77-17% MINIMUM SIDE YARD 10 FEET MINIMUM REAR YARD 10 FEET MAXIMUM BUILDING HEIGHT 30 FEET EXISTING 1—STORY GENERAL NOTES: WOOD FRAME � 1. RECORD OWNER(S): CHARLES W. TIENKEN, JR., ANNE B. TIENKEN DWELLING AND ANN EGGELING—SMITH Z _ Nlf- 367 NEW CANNON ROAD EXISTING DECK oo PH/LL/P O. & WILTON, CONNECTICUT 06897 �a ,vo TO BE REMOVED /TA H. SUDD/NGTON DEED BOOK 3856 PAGE 128 a o o ✓DAN � GnO tiER � o A/V o � / VAP 247 LOT 18 2. THE PROPERTY IS SHOWN AS LOT 196 ON THE TOWN OF BARNSTABLE ASSESSOR MAP 247. MAP 247 LOT 19 4.0' I m 3. THE PROPERTY LINES, SHOWN HEREON, ARE COMPILED FROM PLANS AND DEEDS RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS AND SUPPLEMENTED BY A FIELD SURVEY BY 1 j ATLANTIC DESIGN ENGINEERS, LLC. IN MAY OF 2008. PROPOSED 4. THE ORIGIN OF BEARINGS, SHOWN HEREON, ARE BASED UPON THE PLAN ENTITLED 0 12'x14' o PROP. N ADDITION N 1O'x10' "RE—SUBDIVISION OF A PORTION OF BLOCK "F" CRAIGVILLE BEACH ESTATES WEST HYANNIS DECK ^^4 PORT—BARNSTABLE—MASS." PREPARED BY BEARSE & KELLOGG — CIVIL ENGINEERS, DATED MAY 28, 1953 AND RECORDED AT THE BARNSTABLEL COUNTY REGISTRY OF DEEDS IN PLAN BOOK 11.2't APPROXIMATE LOCATION 118 PAGE 123. 14.0' 1 OF EXISTING SEPTIC SYSTEM TO REMAIN 5. THE PROPERTY APPEARS TO LIE WITHIN THE RESIDENCE B RB ZONING DISTRICT BASED UPON A REVIEW OF THE TOWN OF BARNSTABLE ZONING MAP. 6. THE PROPERTY APPEARS TO LIE WITHIN THE TOWN OF BARNSTABLE WELL PROTECTION OVERLAY DISTRICT BASED BASED UPON A REVIEW OF THE TOWN OF BARNSTABLE ZONING MAP. w W 7. THE EXISTING CONDITIONS, SHOWN HEREON, ARE BASED UPON A FIELD SURVEY BY ATLANTIC i,, DESIGN ENGINEERS, LLC. IN MAY OF 2008. I 8. THE PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE C, AN AREA OF MINIMAL FLOODING, BASED UPON A REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE EXIST. �.r` RATE MAP (FIRM) COMMUNITY PANEL NUMBER 250001 0008 D, REVISED ON JULY 2, 1992. SHED 9. THE PROPERTY APPEARS TO LIE WITHIN A ZONE II WATER SUPPLY PROTECTION AREA BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. a !— 75.00' —� J ,. 10. THE PROPERTY DOES NOT APPEAR TO LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL S 71'20 50 W CONCERN BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. N/F 11. THE PROPERTY DOES NOT APPEAR TO LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR N/F STEPHEN A. & A PRIORITY HABITAT OF RARE SPECIES BASED UPON A REVIEW OF THE NATURAL HERITAGE AND PATR/CK TRAUTMANN SUSAN U. KERW/N ENDANGERED SPECIES PROGRAM 2006 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. MAP 247 LOT 14-1 MAP 247 LOT 15 12. THE APPROXIMATE LOCATION OF THE EXISTING SEPTIC SYSTEM, SHOWN HEREON, WAS COMPILED FROM INFORMATION SUPPLIED TO ATLANTIC DESIGN ENGINEERS, LLC FROM THE CONTRACTOR ON MAY 8, 2008. ATLANTIC DESIGN ENGINEERS, LLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. �ZN OF FILE: 2561CPP Designed by : SCALE �eac � PREPARED FOR: PROPOSED ADDITION PLAN Sheet of 746 OF 1 1 Drawn by : FIPI �� JU LI AN E SWATT 348 OLD CRAIGVILLE ROAD A [ lantic@ DESIGN ENGINEERS L.L.C. Checked by : SCALE 1 = 10 c�srE�G��� 0 5 10 s, N JOB NUMBER Survey chk. by : ij- E 1 MANASSAS COURT CENTERVILLE, MASSACHUSETTS P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Approved by : D 'NO. DATE REVISION MECHANICSBURG, PENNSYLVANNIA 17050 MAY 8, 2008 2561 .00 i