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0026 TRUDY LANE
*...,. ��a� ��� �� � . � 1 k. � � � � r �� L /ufGs on 0441C. me �•����� l � ' �f YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you .must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: 9' t 9 Fill in please: APPLICANT'S. YOUR NAME/S: Cki P T BUSINESS YOUR HOME ADDRESS: a 1.:4+►sue 7L F�aJc / 9 C� TELEPHONE # Home Telephone Number '7'?ti t3 5F C 23 g E, NAME OF CORPORATION: • NAME OF NEW BUSINESS G4u�1le ux ii"'C9 TYPE OF BUSINESS�t jt ijsi mac: .2 W 4 t' JtCC@S. IS THIS A HOME OCCUPATION?_� 5 NO ��('�- ADDRESS OF BUSINESS -46 Ta-u L-AA-f_ eZC3s MAP/PARCEL NUMBER (Assessing] When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM 5SI0 R'S OFFI This individu I'he e fnform d f ny rm r quirem nts that pertain to this type of business. th ized na T COMMENTS: 2. BOARD OF HEALTH This individua4 has.be i ormed of e ermit r rements that pertain to this type of business. ..0 orized Signature COMMENTS: 3. CONSUMER AFFAIRSLen SING AUTHORITY] This individual hafor d of t e licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Town,of Barnstable Regulatory Services Thomas F.Geiler,Director F Building Division . BAJU&-rA=, g Tom Perry,Building Commissioner r �t® 200 Main Street, Hyannis,MA 02601 I www.town.barnstable u=us Office: 508-862-4038 Fax: 509-790-6230 Approved: Pee: 0-3�S_- a-O pp Permit#: Z D I v HOME OCCUPATION REGISTRATION Date: Name: d8ttiS ec J E� Phone#: 77L( Address: a6 `r ru dY bt AR Village: Cet+yA Name of Business: &ct lleo" C) r4"- e4 Type of Business:_T> Q p/Lot: I INTENT: It is the intent of this section to allow the residents of the'Town of Barnstable to operate a home occupy ion within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,pro«ded that the actinaty shall not be discernible from outside the dwelling. there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundmater pollution. After registration mrith the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The acffi ity is carried on by the permanent resident of a single family residential dvi elling unit,located within that dwelling unit • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling A4 ich are not customary in residential buildings,and there is no outside eiddence of such use. • No traffic will be generated in excess of normal residential volumes. • T1ie use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objecti6hable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive'materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles relented to the Customary Home Occupation,other than one-,an or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business, the street address shall not be included. • No person sl be employed in the Customary Home Occupation who is not a permanent resident of the I dove unit. I, the undersigns ,l ve and agree F' the above restrictions for my home occupation I am registering. r Applimnt: Date: l e Honieoc.doc Ree.01/3/08 �t Town of Barnstable Regulatory Services • BAMSTABLE. • „AM. Thomas F. Geiler, Director 039. � Building Division ATED N1p`l A Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 568-862-4038 Fax: 508-790-6230 July 15, 2011 Fredericks Insurance Agency 1046 Main Street Osterville, Ma 02655 RE: Road Bond for 26 Trudy Lane,Cotuit Dear Ms. White: Attached please find the original Road Bond which was posted for the above referenced property. This bond is being returned to you because a Certificate of Occupancy has been issued, and the Town of Barnstable has no further interest in any performance bond for this property. It is important that you return this document to the insurance agency who issued it in order to avoid a renewal and fee. Sincerely, Brenda Coyle Principal Division As ' nt Enclosure LICENSE OR PERMIT BOND Travelers Casualty and Surety Company of America Hartford,CT 06183 BOND NUMBER: 104011224 KNOW ALL MEN BY THESE PRESENTS: That we, Christopher and Carol Olsen , as Principal, and Travelers Casualty and Surety Company of America, a corporation organized under the laws of the State of Connecticut with its principal office in the City of Hartford, CT, as Surety, are held and firmly bound unto TOWN OF BARNSTABLE, as Obligee, in the full penal sum of SIX HUNDRED AND NO/100($600.00) Dollars, lawful money of the United States, for the payment of which, well and truly.to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license or permit for STREET PERMIT—46 Trudy Lane, Cotuit, MA 02635 ; and the term of said license or permit is as indicated opposite the block checked below: ❑ Beginning the SIXTH day of, April 2010 and ending the SIXTH day of April , 2010. ❑ Continuous, beginning the day of , WHEREAS, the Principal is required by law to file with the TOWN OF BARNSTABLE, BUILDING DEPT., 369 SOUTH STREET, HYANNIS, MA 02601 a bond for the above indicated term and conditioned as hereinafter set forth. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounded Principal as such licensee or permitee shall indemnify said Obligee against all loss, costs, expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statutes, ordinances, rules or regulations pertaining to such license or permit issued to the Principal,which said breach or non-compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, that if this bond is for a fixed term, it may be continued by Certificate executed by the Surety hereon; and PROVIDED FURTHER, that regardless of the number of years this bond shall continue or be continued in force and of the number of premiums that shall be payable or paid, the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED, FURTHER that if the Surety shall so elect, this bond may be cancelled by the Surety as to subsequent liability by giving thirty(30)days notice in writing to said Obligee. SIGNED, SEALED AND DATED this SIXTH OF APRIL, 2010. Christopher Olse and CaFpl Olsen B Ch ' opher Olsen Carol Olsen F. Diane Fredericks,Attorney-in-Fact S-2133 ED. (2-73) �oFT►+er � 'Town of Barnstable )regulatory Services `14 SSB Thomas F. Geiler, Director 6.19. Building Division Thomas Perry,CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 wwwaown.barnsta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE ]FORWARD THE ATTACHED PAGE(S) TO: TO: �r ATTN: FAX NO: RE: FROM: VJY� DATE: PAGE(S):_ (INCLUDING COVER SHEET) Rev:121901 P, 1 Communication Result Report ( Ju1. 15. 2011 11 : 39AM ) 2) Date/Time; Ju1, 15. 2011 11 ; 38AM File Page No. Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------------------------------- 1778 Memory TX 915084201637 P, 3 OK ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang uD or 1 i n e f a i 1 E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) .Exceeded max. E—mai 1 s i ze �. Town of Barnstable Regulatory Services T6omar F.Ceder,Di—wr � Building Division Thomas Perry,CEO,Hoildi.g Commisai—r 200 Muiv 9ft t.Hyannis.MA 02601 / www.mwrt.6srnefs6lr_sns.w ' Office:SOM624038 Fax:SM790L230 PLEASE FORWARD THE ATTACHED PAGES)TO: TO: 7fIrvd.[�VOLS -ATTN: lLA FARNO: 569 ,{lu30— `` — WSP FROM: DATE: 71 PAGE(S): (INCLUDING COVER SHEET) IKE Town of Barnstable Building Department - 200 Main Street 9 ALE, *` Hyannis, MA 02601 s639. . {508 862-4038 TFG MA'S a ' .Certificate of Occupancy Application Number: 2010006370 ..CO Number: 20110027 Parcel ID: 021104 :. ; . t CO Issue Date: 03/04111 Location: 26 TRUDY LANE X Zoning Classification: RESIDENCE F DISTRICT -proposed Use: DEVELOPABLE LAND :Village: COTUIT Gen Contractor: PROPERTY OWNER Permit Type: R000 CERTIFICATE OF OCCUPANCY RES Comments. . Building Department Signature Date Signed �t"Eo Town- of Barnstable- Building Department - 200 Main Street 9 ALE. * Hyann-is, MA 02601 s63q: .� (508) 862-4038 rFa�a Certificate of Occupancy Temporary . . Application 201000637 CO Number: 20110006 Parcel ID: 021104 CO Issue Date: 01113111 Location:, 26 TRUDY,LANE Zoning Classification: RESIDENCE F DISTRICT Owner: CADZOW, THOMAS L & SUSAN M Proposed Use: DEVELOPABLE LAND 221 'RIVER VIEW LN CENTERVILLE, MA 02632: Village: COTUIT Gen Contractor: - PROPERTY OWNER Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: TEMP CO FOR SIXTY (60) DAYS TO EXPIRE 3/13111 TEMPERED GLASS Building Department Signature Date Signed Expiration Date �"E TOWN OF BARNSTABLE BUjj� g Application Ref: 201000637 m• * BARNSTABLE, * Issue'Date: 05/07/10 Perl I ,It Applicant: CADZOW,THOMAS L&SUSAN M Permit Number: B 20100834, rFOMAyA • Proposed Use: DEVELOPABLE LAND Expiration Date: 11/04/10 Location 26 TRUDY LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 021104 Permit Fee$ 1,020.00 Contractor PROPERTY OWNER Village COTUIT App Fee$ 100.00 License Num Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY THREE BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL ' INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CADZOW,THOMAS L 81 SUSAN M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 221 RIVER VIEW LN INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: RM Building Permit Issued By: /Q/r[G' /Ce THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY,STREET;.ALLY QR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY OR'PERMA.NENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED,UNDER THE BUILDING CODE,MUST BE APPROVED BY T.I4E JURISDICTION. STREET ORALLY GRADES AS WELUAS,DEPTH AND"LOCATION,OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIUWORKS. .O 1. . THE ISSUANCEF THIS PERMIT,DOES NOT RELEASE THE APPLICANT.FRO M THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS 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 SH1ALti-,NOT PROCEED UNTIL THEeINSPECTOR.`HAS•APPROVFD;THE VARIOUS StAGES OF CONSTRUCTION. ,.^. ..-^ '' `--^" :�:...,, '"'fir'.�+','..•�, �,,,�¢;, „-,;o.,,,•-'"..,,,.�._,.`�'a2!'° �,"'�.',�""„?��w.:"��`",,-",.,",.�' -.•.. ..�._,,,,�,_..<�„K•" , w.,w,�... PERMIT WILL BECOME NULL AND VOID IF.CONSTRUCTION WORK IS NOf..STARTED WITHIN SIX MONTHS OF �. 4 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). a e BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS fi2 6io M�l� 2 �4,.L dxieirclj r�m��ia/2/lt, L_'T 3/d rKI S .�/ 7/ . 1 � 1 Heating Inspection Approvals Engineering Dept ,t, 7 d�/ti a ! �f/i IQK�sr� 19'uu-��ts �f/Al`y s 1�:3�hRr1i�i4c'Ts..�.Co Fire Dept 2 /rMAA 9 Board of Health ell Sad n am. `oF,NE ra;� Town of Barnstable BARNSTABLE Regulatory Services -• - -- 7 MASS. 059. `0 A Building Division 200 Main Street,Hyannis, MA 02601 r Office: 508-862-4038 Fax: 508-790=6230 Inspection Correction Notice Type of Inspection Location 26 J u� 4 d t6kw Permit Number Zo i s 3 7 ., Owner CGS E�/, - •Builder � s One notice to remain on job site, one notice on file in Building Department. The following items need correcting: z wl' X-)OW.5 ��y Ll UTA)& A004,. �G/i 1 Please call:. 508-862-41PAfor re-inspection. ; Inspected by Date ��� d Town of Barnstable BARNSTABU::.�..0 Regulatory Services 9 MASS. s639• �0 Building Division p�EO MPS A. 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 t Inspection Correction Notice%, flK- Type of Inspection �� lp Location 26 T u b y A C-7- Permit Number 2-6 1 p D �?34 X � 9 Owner 5 ie-N Builder 5#-rK F µ f One notice to remain on job site, one notice on file in Building Department. The following items need correcting: /uc ST,� ps I Sr�JE " 6,�agGE ©vde �PEtil�rs i� kod .� c S7'C-�L._ Q E q�Lc, — A,t�.c5'r'�1J C �.v►�.��°pG--�' �ry ��'��i��t 1�A-z� �tf�eTi�o��- 1191-L G c GUa 5 _ ST — No &Or-Krti6 /ti l - z t3Q?5 Ra,5f— A41L A < Act, Ar1C,s UAu-s-r 3C- AZ6 4AA C-- f�0% 4- �ao►e Iry ro 6, rz i4GE AJo-r?'L#l3G6;-b 4s 2o A,rve rnC vrs� . �r s � w ttc�z E ,d a-�-s l°o c�.c��-�z. l�oz.-5� sr Fto aa� pia ti 0 C�� 7u ? 17 e DV►� CoLL{4-JQ. (IE �ttssca�G- r4acve� C'��r� Ns �4��. bn lkE-ivG SY"'005 4Y -roll 17�)F7�c.��r"S 7,—R4 �rr�� Ir f3o(,r PO sTS r01FL�G1 �fJ 13S ��. (JKEB( �G J&_ 15S l N(�s 9 Please call: - 508-862-408 for re-inspection. Ingpected by /C u� ,�o� � �GK 4C S'�'i2 U("(u KF- Dale Bn r oft ry. n���VG—r iQ�1-tt d�15 ►N5 w I1 R 6� j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �JS �}U cco(i - Map Da Parcel f D - Application #c Health Division },� Date Issued 6fConservation Division s Application F Planning Dept. ' Permit Fee Date Definitive Plan Approved by Planning Board ®� . Nv. 2o,a� Oro HistoricOKH- _ Preservation/Hyannis � o2v�� Project Street Address 1 i2 lJ Village CD-nl Owner CAaL 0(-510 Address F)D x 1 bC10 r _ti3A, /MMA Telephone 1 j j 1 s P1 ` 051 Am.: Permit Request sita&LsE, G�MiL`f a kiI-'r'k '"rH�e -aasizpom � p Square feet: 1 st floor: existing proposed jy �� 2nd floor: existing proposed Total rilaw 3�Z�I livin9.S�ce 25g2 Zoning District Ir Flood Plain k Groundwater Overlay Project Valuation *200,COO Construction Type Woad Mel Lot Size I - D ACQ.ra� Grandfathered: . ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family- ❑ ; Multi-Family (# units) Age of Existing Structure 14ON6 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes gNo Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 13140 Number of Baths: Full: existing new Z Half: existing new l Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new { First Floor Room Count 6 Heat Type and Fuel: g Gas ❑ Oil ❑ Electric ❑ Other Central Air: >(Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑YesA No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing 14new size 32Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 77�'` 3l0 ' oZ 3 '0 Name CaDL ( � Telephone Number �7�H� 23 Address �• �• Box, kbgO License # C=rr 02-6--26- Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I.IwtACJ> ',SA►.1 iTPt `1 2t�sir::,- Co. SIGNATURE lJl [O.bS.Q n DATE Z • i b.10 r 7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. f ADDRESS VILLAGE ` OWNER 4 l DATE OF INSPECTION: 5a,,os FOUNDATION <— ? oCIm ? t' "i 7la/I#, � FRAME s A►!o� 907 ra INSULATION 476W �?�ro/rs�-J�t�rs ov�.-.<)act��► �/+- �. FIREPLACE ELECTRICAL: ROUGH FINAL - r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING dfhl u i/n a RWt�K i i(R�I,t�L DATE CLOSED OUT .ASSOCIATION PLAN NO. , K f _. <.''.' -i :� .,... i" �[m'4 t7' w�"tr`�.+`'...a,?*�:� ,+-w^ �:�"w+tF•==dG.a....5.e�%cw.Y+>iYf-•,. u'- y ,.✓`+".."arm^-,-«+rM���.i�tirintgY..+.ins.- f .r.,�;.n.r ,.;-.,. ^'.ay-....rtt^�a.:� s/, d r3�+'�✓��'.,�'"17:..ei'�! "' '� - .�` '�J, fME) °- Town of Barnstable BARNSfABLE. : Regulatory Services 9 MASS. �!. ,6,9. M � Building Division plFD P'� 200 Main Street,Hyannis;MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection rfle - Location 2,1, `7 Permit Number ` Owner L5 �� Builder One notice to remain on job site, one notice on file in Building Department. The follo ing items need correcting: r r,� z if � ���(�Pj�t. O� �" 7'f7�tl✓�--r S Y E DV�¢f/ L �� w 9 ° . 71 16�{z- Sc�c�s �-- 7g D C k S,&y.• N T►q G�c J?u'�p-5 ti Please call: 508-862- for re-in pectio Inspected by o Date © � ,. t s ,33a.02 35�E ► WETLANDS S6g'2 i FO - ok y i 0 34.7 r. �lz 1 GAR. LOT .8 w NEW 24.1' FOUNDATION 47+1 OOf S.F. NMI to ' � M ✓ � ,Sal. 32.5' 150.00' % 25 I CERTIFY THE 19 HNG E ARNSTABLEO LLO BUUILIDINGS EPTMENTS TO "AS— BUILT' I HEREBY CERTIFY THAT THE LOT SHOWN AND POT PLANTHE BUILDING THEREON CONFORM TO ZONING BY=LAW WITH REGARD TO DIMENSIONAL REQUIREMENTS OURTHER NCERTIFY NR PLAN AS AT E LOT SHOWN RECORDED. I F THAT ; #2 6' TR U D Y LANE DOES NOT FALL WITHIN A SPECIAL FEDERAL FLOOD HAZARD AREA AND IS DESIGNATED AS C 0 TU I T ZONE "C" THIS PLOT PLAN IS FOR MORTGAGE & BUILDING M.A S S A C H I VI S E I s PURPOSES ONLY AND IS THE RESULT OF AN , ONGROUND TAPE .AND INSTRUMENT SURVEY. . SCALE: 1"=50': ' DATE: 7/26/,10 PREP. FOR: CHRIS,,& CAROL OLSON PREP. BY: EAS SURVEY, .INC. c-UIVARD `��� ROUTE 6A, PO BOX 1729 o' A: SANDWICH, MA 02563 STONE 508-527-3600 No. 28980 ¢ REFERENCES: soG� T ADDRESS #26 TRUDY LANE . OWNER CHR.IS & CAROL OLSON REGISTRY PLAN 284/98 T ZG/D ASSESSORS MAP 21, PARCEL -104 EDWAR A. STONE R. LS #28980 ZONING RF - SEE ZBA 2010-002 r The Commnyvealth ofMassachrrsetts Department of1ndustrial.4ccidents Office oflnvestigations 600 Washington Street Boston,MA 02111' Uq www.mass.gov/dia ' Workers} Compensation fnsur�nce Affidavit: Builders/Contractors/Electridans/Plumbers cantTn.formation Please Print Le gib I mphb Y 113IIie`(Bu`sinies Drganization9ndividua* Ct"l- '0us-co - - ' A:ddress:—� Q O 13D1c. lQ,90 ' City/State/Z CZyrr, to Phone.#: Are you anemployerl Check the appropriate box: . :Type of project(required):, �4; Sh am a general cbtrabtor and I 1:0 I am a employer with �' '' 6. New construction . employees(full and/or part-time)•%' emodeling have hired the sub-contractors listed on the'attached sheet 7. El R 2:❑ I am a'sole proprietor or p These sub-contracts have part or ship and have no employees 8. ❑Demolition 'worlang for me in any capacity, employee, and have workers' 9. Building addition ', comp,insurance, ' [No workers comp,insurance10. Electrical repairs or additions t- . S. We are a corporation and its �' p required.] officers have exercised their 11.0 Plumbing repairs or additions '�;-.1 3..DIa- m a homeowner doing e11-work . r myself.[No workers' comp. right of exemption per MGL 1210 Roof repairs in•surance.required.]fi c• 152,�§I(4), and we have no 13.❑Other employees, [No workers' comp.insurance regtiired.] *Any applicant that checks box#1 must also fill out the section below showing their workcrs'compcnsation policy infomation, f Homeowoccs,wha submit this affidavit Indicating they are doing all work and tlien hire outside contractors mutt submit anew affidavit indicating such $Contractors that check this box mutt attached in additional sheet shaving the name of the nub-contractors and state whether ornat those entiHcs have employees, if the sub-contractors have cmployces,thoymtist provide their workers'comp:poHdy number. I ani an' Toyer that is providing workers'compensation insurance for my employees. Below Is.the policy and jab site' Information. Insurance Company Name: - - - - Policy#or Self-ins.Lic,#: i _ _- - - Expiration Date: City/state/zip-/State/zi 6rM)lT MA 026.35 lob Site Address: �� �-�y �� �' p' + ` Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure.coverage m required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip tti $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK,ORDER and a fire of up to$250,D0 a day against the violator.-Be advised that a copy of this.statemerit maybe forviarded to the Office of' investigations of the bIA for insuraAoc coves e-verification, I da hereby c"i , r the palns•and penal of per ry that h Information provlded above Is true and correct, cz �"a-Date: t Phone# ��7H 238 Osl3 - Official use only. Do not write in this area,to be completed by,city or town officiaL. Ctty or Town: ' Yermit/License# Issuing Authority(airrle one): . :1.Board of Health 2.BuildingDepartment 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: r ATVC Cllide to.Wood Constr•uctinll in His11 7Virld Areas: 110 fllp/r YWrld Lone Alassachusetts-Cliecklist foil- Comp*fiance (780 Cn-tR 5301:2.1.1)' r� Check Compliance 1.1 SCOPE = WindSpeed (3-sec. gust)............................................:..................... ..:............................................. 110 mph WindExposure Category.....................:............................................ ...............................................................B 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' Roof Pitch ..(Fig 2) 1Z 5 12:12 ✓ .....................................:............................ Mean Roof Height ......................................................:........(Fig 2).................................................. _U ft 5 33' ✓ Building Width,W .............................................................:. (Fig 3)......:..........................'................ LLO ft 5 80' ✓' BuildingLength, L (Fig 3).......................................:......... 9 (Fig 4 _�5 3:1 ✓ ............. Building Aspect Ratio(L/W) .......:.........:.......................... ( 9 )....................:........................... <6 8" ✓ Nominal Height"of Tallest Opening .............................:.....(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.....: ................ Concrete Masonry....:............................................................... ............................................................... . N A 2.2 ANCHORAGE TO FOUNDATION''' 5/8"Anchor Bolts•imbedded or 5/8"Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing—general .................................... Table 4 Z8 in. `✓ Bolt Spacing from endfloint of plate....................:........(Fig 5)..................:................. 15 in. 5 6"—12".. y Bolt Embedment—concrete............................ (Fig 5)'...... ...............................:........... 7�'in.z 7" Bolt Embedment—mason .....................(Fig 5 .............................. in. 15 A PlateWasher..:.............................................................(Fig 5)..............................................z 3"x 3"x W, ✓ 3.1 FLOORS Floor framing member spans checked .................................(per 780 CMR Chapter 55)..............................:... ✓ Maximum Floor Opening Dimension......I............................(Fig6 ll b ft 5 12' ✓ Full Height Wall Studs at Floor Openings less than T from Exterior Wall (Fig 6)....................................... _. Maximum kl0or Joist'Setbacks Suppoiting Loadbearing Walls or Shearwall.................(Fig 7).............:.....................................:. O ft 5 d ✓ Maximum Cantilevered Floor Joists Supporting Loadbeanng Walls*or Sheanvall.............. (Fig 8).................................................... 0 ft 5 d ✓ Floor Bracing at Endwalls.........I...............:...........:...............(Fig 9)..................:............................................. ,... Floor Sheathing Type .....:.....................I.........................,..(per 780 CMR Chapter 55)... ........................... Floor Sheathing Thickness ..........................................:....:.(per 780 CMR Chapter 55).................. in. ✓ Floor Sheathing Fastening.............:.....................................(Table 2)..$d nails at 6 in edge% If in field ✓ 4.1 WALLS Wall Height Loadbeanng walls......• . ......(Fig 10 and Table 5)........................... 8 ft 5 10' ✓ Non-Loadbeanng walls....:..................:...................................(Fig 10 and Table 5)............:......I....... 12'ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... 16 in. s 24'.o.c. ✓ WallStory Offsets :........................................:.............(Figs 7 &$}......................................:.....Q ft _,5 d 4.2 EXTERIOR-WALLS Wood Studs Loadbeanng walls........................................................(Table 55)........ ........ _2x�-$ft in. ✓ ..... _ Non-Loadbearing walls...........................................:......(Table 5)...............:..............2x - ft D'in. ✓ Gable End Wall Bracing' Fuil Height Endwall Studs............................................(Fig 10)......:.......................................... ................. . WSP-Attic Floor Length........::......:...............................(Fig 11)........................................... _L, _ft ZW/3 ✓ ZftZ0.9W ✓ 'Gypsum Ceiling Length(if WSP not used), •••�:••••••••••�•••••••••••• • ). .....(Fig 11)................•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) pg .................. , . ......,..... ft ✓ AYYC Gctide to Wood Coirstrttctiotr hi High 11.Iind Areas: 110 ijiph Wirrd Zone Massachusetts Checklist for Compliance (780 CI,4115301.2.1.1)' Loadbearing Wall Connections ' Lateral (no. of 16d common nails).......................'.........(Tables 7)......................................................Z !� Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)....................................................... Z ✓ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................-,6;ft 3 in.5 11' ✓ Sill Plate Spans ... ...(Table 9).:::.............................. O- ft O-in..s 11'. ✓ . Full Height Studs (no. of studs)....................................(Table 9)......................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)' Header Spans.............................................................(Table 9)..................................--05-ft 3 in.s 12' ✓ Sill Plate Spans..:. .......................................................(Table 9)................................... o ft O in.5 12" . ✓ Full Height Studs (no. of studs)....................................(Table 9).................................... ...... ..... Z ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest O enin ....: . 8 5 6'8" ✓ z Sheathing Type..............................................(note 4)..................................................... 1/1� ✓ Edge Nail Spacing .......(Table 10 or'note 4 if less) " Field Nail Spacing ✓...........................:..............(Table 10).......:.........................................: b" in. Shear Connection (no. of 16d common nails)(Table 10).................................................I.......... ✓ Percent Full-Height Sheathing...................:...(Table 10)...........................:........................-iJ % _ ✓. 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).............. ✓ Maximum Building Dimension, L „ Nominal Height of Tallest Opening ........................................................................ 5 6'8" ✓ Sheathing Type..............................................(note 4)....:................................................ 1a15 Edge Nail Spacing....................:....................(Table 11 or note 4 if less)........................ 94 in. - Field Nail Spacing.......................................:..(Table 11)................. ,................................ I Z in. Y Shear Connection (no. of 16d common nails)(Table 11).........................................................�fl e Percent Full-Height Sheathing .......(Table 11 L`1 ✓ 5%Additional Sheathing for Wall with*Opening> 6'8"(Design Concepts).,.................. Wail Cladding Ratedfor Wind Speed?.............................................................. ............................................................... ✓ 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) ✓ Roof Overhang .:.................................................(Figure 19).............1.ft 5 smaller of 2''or U3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table'12)......:......................................U=264 pif. ✓ Lateral..........................,..................(Table 12).............................................L= plf ✓ Shear...............................................(Table 12)............................................S=-33-plf , ✓ Ridge Strap Connections, if collar ties not used per page 21.., (fable 13)..........I. -J_q�_pif Gable Rake OUtI00ker.....................I..................:..(Figure 20) ............ 0 ft 5 smaller of 2' or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietay Connectors - Uplift................................................(Table 14) ........................................'..U= yt7 lb. Lateral(no. of 16d common nails)...(Table 14)........:..............................L=L�Ib. ✓ Roof Sheathing Type ...................................................(per 780 CMR Chapters 58 and 59) ............ ✓ Roof Sheathing Thickness.................:...................:..... . ........ .....:.......................... Ib in. >_7/16"WSP ✓ Roof Sheathing Fastening............................................(Table 2)......................................................... 8c'3 ✓ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure,1 I 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-gr6de.. v , ®' BASEMENT MAIN GIRT RIGHT by W.y, rh:,,e r 3 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL Ti-Beam®6.35 Serial Number: User:1 3/30/2010 10:30:20 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:28' 'I 1 Ell .o Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 13' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application 'Comment Point(lbs) Floor(1.00) 6979 4107 16' - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail. Other - Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 1.50" 3614/1122/0/4736 L5 None 2 Steel column 3.50" 5.91" 16124/7153/0/23278 L5 None 3 Pocket in masonry wall 3.50" 1.50" 2834/682/-109/3516 L4 None -See iLevel@ Specifier's/Builder's Guide for detail(s): L5,L4 -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location. Shear(Ibs) -6601 -5814 11845 Passed(49%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) -17622 -17622 26772 Passed(66%) Bearing 2 under Floor loading Live Load Defl(in) 0.372 0.528 Passed(L/511) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.470 0.792 Passed(U404) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 16'5"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection.. PROJECT INFORMATION: OPERATOR INFORMATION: OLSEN David McLean 26 TRUDY LANE Falmouth Lumber COTUIT, MA 670 Teaticket Highway East Falmouth, MA 02536 Phone:5085486868 Fax :5084570649 davem@falmouthlumber.com Copyright © 2009 by iLevel@, Federal Way, WA.' Microllam@ is a registered trademark of iLevel@. OLSEN 3-30-10 y . ¢ 26 TRUDY LANE 10:19am �:1= COTUIT,MA 1 of I Key Beam®4.505a - kmBeamEngine4.507h �Qse,nvie.,, Le—(t K(L c y` Gle" Materials Database 1115 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: 'Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 10 PLF Deflection Criteria: L/360 Iive,,U240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 19.0 PLF Filename: Olsen-baseme Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End. Category Replacement Uniform PLF 0' 0.00" 20' 0.00" 156 520 Live 200o 2000 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A N/A 7001# -- 2 20' 1.750" Wall N/A N/A 7001# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live 1 1763# 5238# 2 1763# 5238# Design spans 20' 1.750° Product:W 12 x 19(50ksi) Component Member Design has Passed Design Checks.— Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable. Capacity Location Loading Positive Moment 35'26'k# 58.58'k# 60% _ 10.0T Total load DtL Shear 7.00k# 57.15k# 12% 0' Total load D+L LL Deflection 0.5112" 0.6715" L/472 10.07' Total load L TL Deflection 0.6832" 1.0073" L/353 10:07' Total load D+L Control LL Deflection 3 All product names are trademarks of their respective owners c 6i111 "`:',-,Copyright(C)1989-2005 by Keymark Enterprises,I.I.C.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. - The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's- - specifications. M BASEMENT FRONT DROPPED BEAM b,We,.rhr, a , 3 PCs of 1 3/4" x 11..7/8" 1`.9E Mierollam@ LVL TJ-Beam®6.35 Serial Number: User:1 3/30/2010 10:40:34 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED I' ,I ❑' ;0 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9'6" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS:' Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Pocket in masonry wall 3.50" 1.50" 3040/1050/0/4090 L4 None 2 Pocket in masonry wall 3.50" 1.50" 3040/1050/0/4090 L4 None -See iLevel@ Specifier's/Builder's Guide for detail(s): L4 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 4005 -3435 11845 Passed(29%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 15684 15684 26772 Passed(59%) MID Span 1 under Floor loading Live Load Defl(in) 0.393 0.522 Passed(U479) MID Span 1 under Floor loading Total Load Defl(in) 0.528 0.783 Passed(L/356) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 16'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: OLSEN David McLean 26 TRUDY LANE Falmouth Lumber COTUIT, MA 670 Teaticket Highway East Falmouth, MA 02536 Phone:5085486868 Fax :5084570649 davem@falmouthlumber.com Copyright © 2009 by iLevel©, Federal Way, WA. - I4icrollamO is a registered trademark of iLevel@. OLSEN 3-30-10 ez! 26 TRUDY LANE 10:37am COTUIT,MA 1 of 1 KeyBeam®4.505a - kmBeamEngine Materials Dataabbasease I 1 I5 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 10 PLF Deflection Criteria: U360 live, U240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 26.0 PLF Filename: KYB3 Other Loads Type Trib. Dead Other . (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.001, 20' 0.00" 144 480 Live Additional Uniform (PLF) 0' 0.001, 20' 0.00 80 0 Live Additional Uniform (PLF) 0' 0.001r 20' 0.00" 15 30 Snow Additional Uniform PLF 0' 0.001, 20' 0.00" 78 260 Live 2000 2000 Bearings and Reactions Location Type Input.Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.0001, Wall N/A N/A 10909# -- 2 20' 1.750" Wall N/A N/A 10909# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live Snow 1 3455# 7454# 302# 2 3455# 7454# 302# Design spans 20' 1.750" Product:W 12 x 26(50ksi) Component Member Design has Passed Design Checks.— Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 54.94'k# 83.50'k# 65% 10.07' Total load D+L Shear 10.91 k# 56.21 k# 19% 20.15' Total load D+L LL Deflection 0.4636" 0.6715" L/521 10.07' Total load L TL Deflection 0.6785" 1.0073 • U356 10.07' Total load D+L Control: LL Deflection All product names are trademarks of their respective owners. - '"°`aCopydght(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. - "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria forl-oads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. OLSEN 3-26-10 e '26 TRUDY LANE 1:32pm COTUIT,MA 02635 1 of I km Beam Enginegine keyBeam4a ^ V 4.507h Materials Database 1115 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 10 PLF Deflection Criteria: U360 live, U240 total Live Load: 40 PLF Deck Connection: Nailed Member.Weight: 40.0 PLF Filename:KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End' Start End Category Replacement Uniform (PLF) 0' 0.001, 32' 0.00" 156 520 Live Additional Uniform PLF 0' 0.001, 0' 0.00" 0 0 Live 32 00 Q 3200 Bearings and Reactions Location Type ' Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.0001, Wall N/A N/A 11508# -- 2 32' 1.750" Wall N/A N/A 11508# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live 1 3150# 8358# 2 3150# 8358# Design spans 32' 1.750" Product:W 16 x 40(50ksi) Component Member Design has Passed Design Checks.*" Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 92.49'k# 177.93'k# 51%b 16.07' Total load D+L' Shear 11.510 97.66k# 11%d 32.15' Total load D+L LL Deflection 0.8317" 1.0715" U463 16.07' Total Ioad,L TL Deflection 1.1452" 1.6073" U336 16.07' Total load D+L Control: LL Deflection t All product names are trademarks of their respective owners 1 YL1 adS 9 i sCopyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. k �...3.0 Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's arJefifieations. OLSEN 3-26-10 - 26 TRUDY LANE O 2:11 pm COTUIT,MA,02635 �,,' I of I BeyBeam®4.505a / km Beam Engine4.507h Materials Database 1115 Member Data Description: Member Type: Beam, Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: No Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 10 PLF Deflection Criteria: U360 live, U240 total Live Load: 40 PLF Deck Connection: Nailed, Member Weight: 22.0 PLF Filename: KYB3 Other Loads Type Trib. Dead • Other (Description) Begin End Width Start' End Start End ' Category Additional Uniform PLF 0' 0.001, 20' 0.00" ' 156 520 Live 2000 2000 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction .Gravity Uplift 1 0' 0.0001, Wall N/A N/A 7535# -- 2 20' 1.750" Wall N/A N/A 7535# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members _ Dead Live 1 1894# 5641# 2 1894# 5641# Design spans 20' 1.750" Product:W 12 x 22(50ksi) Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading ! Positive Moment 37.95'k# 69.85'k# 54% 10.07' Total load D+L Shear 7.53k# 64.01k# 11% 20.15' Total load D+L LL Deflection 0.4588" 0.6715" U526 10.07' Total load L TL Deflection 0.6128" 1.0073" L/394 10.07' Total load D+L Control: LL Deflection All product names are trademarks of their respective owners R N Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.. "Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. - The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. - - - OLSEN 3-26-10 .� 26 TRUDY LANE O 2:02pm COTUIT,MA 02635 I.of 1 ` KeyBeam®4.505a l km Beam Engine 4.507h Materials Database 1115 - Member Data Description: Member Type:Beam Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry . Building Code: IBC/IRC Dead Load: 10 PLF Deflection Criteria:, U360 live, U240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 26.0 PLF Filename: KYB2 Other Loads Type f Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform(PLF) 0' 0.00" 20' 0.00" 78 260 Live Additional Uniform (PLF) 0' 0.00" 20' 0.00" 195 390 Live Additional Uniform (PLF), 0' 0.00" 20' 6.00" 65 130 Live 2000 2000 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A N/A 11523# -- 2 20' 1.750" Wall N/A N/A 11523# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live. 1 3667# 7857# 2 3667# 7857# Design spans 20' 1.750" Product:W 12 x 26(50ksi) Component Member Design has Passed Design Checks'* Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. , Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 58.04'k# 83.50'k# 69% 10.07' Total load D+L Shear 11.52k# 56.21 k# 20°/d 0' Total load D+L LL Deflection 0.4886" 0.6715" U494 10.07' Total load L TL Deflection 0.7167" 1.0073". U337 10.07' Total load D+L Control: LL Deflection All product names are trademarks of their respective owners I' _!,�`i•Copynght(C)l989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. - fItPa� ssing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's ' spedfications. • INTERSECTING RIDGE OVER GARAGE C4?)6000/ b,�P,„r: 1 3/4" x 11 7/8" 1.9E Microllam@ LVL TJ-Beam®6.35 Serial Number: User:1 3129/2010 11:57:33 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED I'dember Slope:0,12 Roof Slope12 12 E 0 h 12*3" All dimensions all a horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 390.0 195.0 0 To 6' . Adds To Tapered(plf) Snow(1.15) 390.0 To 90.0 195.0 To 45.0 6'To 12'3" Adds To SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (lbs) Depth Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.94" 2403/1274/0/3677 N/A N/A N/A L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 2 Timberstrand LSL 3.50" Hanger 1805/976/0/2781 N/A N/A N/A H6: Face Mount None Beam Hanger -See iLevel®Specifier's/Builder's Guide for detail(s): L1: Blocking,H6: Face Mount Hanger -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset _Slope Species 2 H6: Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A . DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 3570 2854 4541 Passed(63%) Lt.end Span 1 under Snow loading Moment(Ft-Lbs) ` 9924 9924 10263 Passed(97%) MID Span 1 under Snow loading Live Load Defl(in) 0.382 0.393 Passed(U370) MID Span 1 under Snow loading Total Load Defl(in) 0.586 0.590 Passed(L/241) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: OLSEN -David McLean 26 TRUDY LANE' Falmouth Lumber. COTUIT,MA 670 Teaticket Highway East Falmouth,MA 02536 Phone:5085486868 Fax :5084570649 davem@falmouthlumber.com Copyright 0 2009 by iLevel®, Federal Way, WA. Hicrollam0 and Timb,rStrand® are registered trademarks of iLevel®. OLSEN 3-29-10 ., w. 26 TRUDY LANE 10:52am COTUIT,MA 1 of I t r k a Materials Database 1]15 BeamEngine4 IG/\/ 1✓h v- P r` t /� �` I f� 1�`„tr �~r t ' Member Data f Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code- IBC/IRC Dead Load: 10 PLF Deflection Criteria: U360.live, U240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 22.0 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.001, 16' 0.00". 12 40 Live Point(LBS) 6' 9.00" 1509 2659 Live Point LBS 6' 9.00" 1894 5641 Live 16 0 0 16 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A N/A 7355# -- 2 16' 1.750 Wall N/A N/A 5543# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live 1 2239#, 5115# 2 1713# 3830# Design spans 16' 1.750" Product:W 12 x 22(50ksi) Component Member Design has Passed Design Checks"* Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity - Location Loading Positive Moment 48.46'k# 69.85'k# 69% 6.82' Total load D+L Shear 7.35k# 64.01k# 11% 0' Total load D+L LL Deflection 0.2820" 0.5382" L/687 8.07' Total load L TL Deflection 0.4035" 0 8073" L/480 8.07' Total load D+L Control: Positive Moment All product names are trademarks of their respective owners - ` rCopyright(C)7989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. - •" '"Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. ® GARAGE RIDGE bY W.y.,hoe r 3 Pcs of 1 3/4" x 18" 1.9E Microllam@ LVL TJ-Beam®6.35 Serial Number: User:1 3/29/2010 12:12:06 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 141eniber Slope:0.12 Roof Slope12 12 1 ' b 26' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 195.0 98.0 0 To 26' Adds To Tapered(plf) Snow(1.15) 105.0 To 0.0 53.0 To 0.0 0 To.10' Adds To ' Tapered(plf) Snow(1.15) 0.0 To 105.0 0.0 To 53.0 15'6"To 26' Adds To Point(lbs) Snow(1.15) 1805 976 13' - SUPPORTS: Input Bearing .Vertical Reactions(Ibs) Detail' Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.14" 4359/2646/0/7005 L1: Blocking 1 Ply.1 1/4"x 18"1.3E TimberStrand@ LSL 2 Stud wall 3.50" 3.15" 4372/2652/0/7b24 L1: Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL -See iLevel@ Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -6936 -6101 20648 -'Passed(30%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 50975 50975 66849 Passed(76%) MID Span 1 under Snow loading Live Load Defl(in) 0.769 0.856 Passed(L/401) MID Span 1 under Snow loading Total Load Defl(in) 1.233 1.283 Passed(L/250) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6 7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Distribution product listed above.. -Note:See iLevel@ Specifiers/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: OLSEN David McLean 26 TRUDY LANE. Falmouth Lumber COTUIT, MA 670 Teaticket Highway East Falmouth, MA.02536 Phone:'5085486868 Fax :5084570649 davem@falmouthlumber.com Copyright © 2009 by iLevel@, Federal'"Way, WA. ' Mir_rollam© is a registered trademark of iLevel@. - _ - •`; MAIN RIDGE by We,ye.rN.-�""-sr 2 PCs of 1 3/4" x 11.7/8" 1.9E Microllam@ LVL - TJ-Beam®6.35 Serial Number: User:1 3126/2010 4:03:56 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED I'dembel Slope:o 12 Roof Slope612 Overall Dimension:28'6 b 12-3" '16..3" All dimensions ate.horizontal. Product Diagram is Conceptual. LOADS: Analysis�is for a Drop Beam Member. Tributary Load Width: 13' Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input ' Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift[Total s 1 Stud wall 3.50". 1.88" 1871 /925/0/2796 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E,Microllam®LVL 2 Stud wall 3.50" 7.45" 6979/4107/0/11085 L1: Blocking 1 Ply 1 3/4"x 1.1 7/8"1.9E Microllam@ LVL:: 3 Stud wall 3.50" 2.80" 2659/1509/0/4167 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s): L1: Blocking -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control -Result Location Shear(Ibs) 5995 5291 9081 Passed(58%). Lt.end Span'2 under Snow loading r Moment(Ft-Lbs) -16288 -16288 20525 Passed(79%)' Bearing 2 under Snow loading Live Load Defl(in) 0.399 0.536 Passed(U484) MID Span 2 under Snow ALTERNATE span loading Total Load Defl(in) 0.606 0.804 Passed(U318) MID Span 2 under Snow ALTERNATE span loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'9"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern-loading. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria'and code accepted rdesign values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: OLSEN David McLean 26 TRUDY LANE Falmouth.Lumber COTUIT, MA 670 Teaticket Highway East Falmouth, MA 02536 Phone:5085486868 Fax :5084570649 davem@falmouthlumber.com Copyright O 2009 by iLevel@, Federal Way, WA. - MicrollamO is a registered trademark of iLevel©. - M:\Calcs\Olsen-main ridge.sms - - - E`NEkGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: 0-ArZol- 01_-Se.t Site.Addtess: 2-6 -TRIOby V_A�r= print Town:' COTI)1T Applicant Phone: (179 230•oS13 Applicant Signature: •co� Date of Application: 2 • lb 10 NEW CONSTRUCTION: choose ONE of the following two o tioiis 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Basement Slab Option 1: Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value `` FUE HSPF SEER R-Value R-Value and Depth 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. ❑ 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/ . '"DI IONS OR ALTERATIONS TO EXISTING BUILDINGS.OVER S 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 R-Value U-factor Exposed floors R-Value R-value R-Value R-Value and Depth .39 R-37 a R-13 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) Affidavit of Substantial Financial Interest I, CA?.oL 01-SP-W of 544 MA2,sroMS tAW;► , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map ozi , Parcel 10L4 The address of the property is z& T2uD`1 lgnbE ,N co-rv,-r 2. 1 have so % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph I above. 3. Within in the last twelve months from today's date, which is MAw-H 1, zoto , the following individuals or entities have had a 1% or greater legal or equitable interest in 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 Maus-► 1 , 2o(q 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 O 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 o building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted -o 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 I have a..1-% legal or equitable interest. 2010 ` Signed under the pains and penalties of perjury, this i day of M► P-t-A , 2001-0050/affin 1 Town of Barnstable �Of-1HE Tp�� y�P o Regulatory Services Thomas F.Geiler,Director • a.�trrsrwar.E, lttwss. 0.19. ��� Building Division PTFD FM't� 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 6DAT�MA9C+l 1 209 edQB=LO-CATION: 2G i gohm LAmiE. - - Co IT number street village cHOM-EOWNER :-� CA1QDl. OLSeO (-1-rti 238 os13 name hem phone# work phone# G&61. CURRENT MAILING ADDRESS: P.Q. 807C 1690 COTVIT fAA oz&S5 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,rules 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. �$ignature_of omeowner�'" .' Approval of Building Official Note: Three-family dwellings contacting 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 Cflde 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 shell 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 awartncss 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 liccnsr-d 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. (lfnrmc•hn.,,�ev�mnr .. - _ - i- I . L �aFTHE r � Town of Barnstable Regulatory Services ` LIARNSTAR Mess. Thomas F.Geiler,Director ,c161 Buil ding Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstabl e.ma.us' Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder j, Z. er subject property hereby,authorize to act on my behalf, in all matters relative to work au rued by building permit application for. /(A�dss of jo��,\ Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th-e revers ejldew �� - n•CnDA.(C-n W1.IAAPFRAd I.CCTnU ESTIMATE REQUEST - REQUIRED INFORMATION ALMOUTH Salesman: `UMBER Date: Name: Address• Phone . Email: Job:Name: Start Date: Location: FLOOR FRAMING: CONVEN NAL ENGINEERED PRECISION CUT 3/4"FIR 3/4"ADV ECH OTR: MAIN GIRTS: WOOD ENGINEERED STEE SHEATING: 1/2"C 5/8"CDX 7/16"OSB 7/16"ZIP(G) INFILTRATION B: ROOF FRAME: I CONVENT AL I TRUSSES ROOF SHEATHING: 1/2"CDX 5/8"CDX 1/2"OSB DVANTECH 5/8" ZIP 1/2"(R) 1 EXTERIOR TRIM: #2 PRIME PINE NEWPRIME PINE R.CEADR/CLEAR I R.CEDAR/PRM FJ PRIMELOCK EXTERIOR SIDING: CEDARCLAP B.-C CEDARCLAP B.-P (CMT CLAP: i SHINGLES RED CEDAR WHT CLEARS EXTRAS STA/BLEACH c zewto ROOF MATERIALS: ASPHALT IKO GAF CERT UNTEED 3-TAB ARCH-30Y PREMIUM 50Y OTR: DECK RAIL: ACQ MAHOGANY COMPOS TE _ OTR: EXT RIOR DOOR : STEEL FIBERGLASS STAINABLE EPAINTABLE WOOD: SPECIES= SIZES- = WINDOWS: 1600, �i r v�- KC-0 It-r NJ (wo r k ZA- BIB 14957 Ps231 '2610.3/ TOWN OF BARNSTABLE PLANNING BOARD FORM G RELEASE OF LOTS UNDER COVENANT Barnstable,Massachusetts: date o The undersigned, being an authorized agent of the Planning Board'of Barnstable,Massachusetts,hereby certifies that the following lots owned by Ann Mari.e Lewis, Trustee for Halcyon Trust ,securing the covenant dated Decem;;er21JO 1974.and recorded in Barnstable District Deeds, Book 213 Page 20j(or registered on Certificate of Title No. Document# ),and shown on a plan entitled" Plan of Lard — Cotui.t Barnstable Mass Proper ty of E. W. 1\--tc',le: "and recorded with said Deeds, Plan Book284 Page 98 (or registered in said Land Registry District,L.C.k ),are hereby released from the restrictions as to sale and building sp cified in said Covenant. Said lots are designated on said plan as follows: - i SUBDIVISION# 336 I Authorized Agent;Planning Board of the 1 Town of Barnstable hair an COMMONWEALTH OF MASSACHUSETTS a Jo a Barnstable, Massachusetts,ss Then personally appeared AAA �G�p� an authorized agent of the Planning Board of the Town of Barnstable,Massachusetts and acknowledged the foregoing instrument to be the free act and deed of said Planning Board,before m . N&A R. PUBLIC- iy Comi.iJ$iCiii GnpI1 l:J: PATMCIA G. MACKEY After recording, return to: NOTARY PUBLICQ Town of Barnstable Plannin Board *Cotosston Erpires Dec-.13.2002 9 � � Hyannis, MA 02601 BARNSTABLE REGISTRY CE DEMS TI Jw 20 12w PN'IV � op w� SE"Ei:�•�ii II c0. �aa@�� Sif N[G„Si[E"i6 ,ram: e e ti OL ANOf14A1D—COTU/T—B 4RAISMDL F,MASS. P¢ovecrY Oa a k E.PN-S T W_ k/TC�/EN 7arf .sR <� Scgc E,//•vcq•6o PGo-> Fvcic/97C �� 0 6 WNr>Ne YGgnsse»--gacNi rec rs.+t N.eees $I eP., 4 aaeoa� Oe � tio^� I'0 sp D �c-s v q Q IN f�• �yi\9 z9 6 �`� �� ,°P' 3is•i '` sse soe..w vNo.2/ 3 = �. •� LOT No:/m./5 ° 45 � ZON/anc Ors r¢icr.2f 0 0 70/� ce:ep � •\ .e.eoss aeeq OF 3NB0/V/5/ON ;D 4tlj � G¢OgS.c'REa+oP2ogog GGei<'�Oo--Sges o h �• 4 42645 S,� -SGT29�y q�� •\ O.99Y.q�S q - orq 1 p y G•.¢oS5.4KEN OF iVErLq.v05 ' 230 942 fjf �tl Ncc• 5.3�-AceGrs �s G `.__. 4 /99,2� '\ -CAPfE✓/.VEYgeO ELKTPJG�O..N^U 46294 rE 0. B ..f✓ u ? 47/ V Q �A 0 �D v 6 G�>ernC Q@ O.e y9� D4 o_9'u sae E4° t �J Lq v� =g a Se-5' 71.oe aE•sa.a' C': �'Q' Up < J3593 SF � :°�. _W 2ooS gw+oen rra¢sueoWn+eon ca r,Troccov>' ...- V 4g56�f p,•° ep"' _" '2O 9e JUN 1 T.ION q• �1 T Z'do1 �G6.4/ N53.dG.o9W qL0 YE�YGE ;3/ QO EBET3eY '¢ RNq,EO _ o , 4 f/EA/2y e.G' PO 0 GEB o(�2U 0 0 G Be' o .QPuNE. Wf.Ers CLL2K Op7YJE TOWN OF 6g2N97;qB1E- 1V N.PtBY Cv2T/PY7TdOT 7NGN07Kf OPgPP2ovgL cw T//EPG9V V BY THE PLa✓.V/a/G Bo J20 Nq5 BC2N.PKE' qN0 1,, PO �YO✓f O�Q O 2fCO2OCO gTTNf OFF/fEgNO NO NOT/Ceol OP gPPCgL. Erv/s Jop'ToWN SOCf/2CelVeO OZI--IMa o-7WZWYP�9MEexr.4FTE�Q 2e 3 TOW CGE.CC. I, V T TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel /,�—/ ��S Permit# Health Division 5--o'7 6 allik 5 Date Issued -5 u� Conservation Division 1 1ti��/ � �1- P No c,I J�'on� �r Appli at;in ee Tax Collector ''3 f'd`n�, P _o �.* Treasurer INSTALLED IN COMPLIANCE t WITH TITLE 5 Planning Dept. �/ ENVIRONM TAL COD AND Date Definitive Plan Approved by Planning Board !( T R Historic-OKH ; Preservation/Hyannis Project Street Address o< 4 0LO Village , CON Owner / D01 (A 506 Q ZOQ2 AAddress �2 JH TE �lq-155 Telephone Y a Permit Request /1 — 1FA07 I L4, c,2 9EOct Jr S Square feet: 1 st floor: existing ro a 2nd floor: existing proposed 03 Total new ao t Zoning District�, F Plai �� Groundwater Overlay P Project Valuation 0 Cons ruction Type W000 Fx MiC5 - Lot Size oo Grandfathered: ❑Yes No If yes, attach supporting d1 entatioz Dwelling Type: SWFa *lTwo Family ❑ Multi-Family(#units) Age of Existing SHistoric House: ❑Yes ®'No On'Old King's-Hig way: OAs 'No Basement Type: 2 ull ❑Crawl ❑Walkout ❑Other c..) Cb Basement Finished Area(sq.ft.) (p(Q ( Basement Unfinished Area(sq.ft) �� y Number of Baths: Full: existing new 2 Half: existing — new Number of Bedrooms: existing new Total Room Count(not including baths):existing new—_0 First Floor Room Count CT Heat Type and Fuel: YGas ❑Oil ❑Electric ❑Other Central Air: 0"Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes W-No Detached garage:❑existing ❑new size Pool:(3 existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing mew size 566 od Shed:❑existing ❑new size I Other: Zoning Board of Appeals Authorization eAppeal# —Dr)D3 ' 5 Recorded Commercial ❑Yes ZNo If yes,site plan review# Current Use ` ` . . Proposed Use (nn7 /LLB ,r-K-a0ex BUILDER INFORMATION Name effl r✓(p m MILL a, Telephone Number Address ffi 80 License# M a OT 14 , MA- DaSyl( Home Improvement Contractor# ( ( 0 343 Worker's Compensation# lOC QDr. 15S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _ 1 oti n r- oho 2-hi SIGNATURE DATE C3 FOR OFFICIAL USE ONLY i i - PERMIT NO. _ DATE ISSUED - r r MAP/PARCEL NO. - ' ADDRESS., VILLAG OWNER ( - DATE OF'INSPECTION: j �< FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH t €�� FINAL r" FINAL BUILDING Y 3 1 ^• I 1 r . DATE CLOSED OUT rru " ASSOCIATION PLAN NO n i in fi TOWN OF BARNSTABLE _� SECOND & FINAL PERMIT EXTENSION GRANTED - EXPIRES 9/30/06 _ A PARCEL ID 021 104 GEOBASE ID 1014 ADDRESS 26 TRUDY LANE PHONE COTUIT ZIP - LOT 8 BLOCK LOT SIZE D DEVELOPMENT DISTRICT CT PENT TYPE BUILD REPPTION firRiSI ENTIAL/BLDGCPMT GARAGE CONTRACTORS: MILLER STARBUCK CONSTRUCTION . Department Of ARCHITECTS: PERMIT EXTENSION GRANTED . Regulatory Services . TOTAL FEES: $1,337.47 BOND $.00 pU CONSTRUCTION COSTS $268,896.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE *OTS • � anxxsrnB�. ICA �� 163Q. 1� BUILDI D , ISION 1 � BY � DATE ISSUED 03/30/2005 EXPIRATION DATE -019�30%2006 p$I 4 � N OF BARNSTABLE tl SE(A FINAL PERMIT EXTENSION GRANTED- . EXPIRES 9/30/06 PARCEL'. ID -021 104 ,.GEOBASE ID 1014 ADDRESS 26 TRUDY LANE Pr�RONECOTUIT i. LOT _ 8 BLOCXv..`.,.'._. LOT SIZE - DPA DEVELOPMENT ,.: DISTRICT CT. TYPE � ffPT O ' JjW S D ; A / D OP GARAGE CONTRACTORS: MILLER STARBUOX CONSTRUCTION Department of .ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory. Services TOTAL FEES: $1,S87 m 47; BONDOO pF CONSTRUCTION COSTS $268,89& :00 0 SINGLE FAM HOME DETACHED 1 "PRIVATE _f 0" ` - - * BAMSTASIIE, F A BUILDI G IVISION BY �; "J3ATE ISSUED 03/30/2005 EXPIRATION DATE . 730t)2006 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION.RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE SEPARATE -1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR -2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF,OCCU— ELECTRICAL,PLUMBING AND MECH- - (READY TO LATH). FANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. is POST THIS CARD SO IT IS VISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 t 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH' OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- r TION. NOTED ABOVE. TION. . ate, BUILDING PERMIT — _—. s � �- f ��� � 1 M j , t I E SA 7 /0 00 Fk 17832 P9200 �123dC16 10-22--2003 a 42 a 56ca 03 SEP 26 PM 3. 1 dl BAR ST BL TOW CLERK Town of Barnstable Zoning Board of Appeals s Decision and Notice Appeal 2003-115- Cadzow Variance-Sections 3-1.4(5)Bulk Regulations and 3-5.3 Resource Protection Overlay District To allow for the construction of a single-fami]y6mlling on an undersized lot of 0,88-acres of upland. Summary: Granted with Conditions Petitioner: Thomas L.Cadzow and Susan M.Cadzow Property Address. 26 Trudy Lane,Cotuit,MA . Assessor's Map/Parcel: Map 021,Parcel 104 Zoning: Residential F&Resource Protection Overlay Zoning District Relief Requested&Background: According to the Assessor's records,the property at issue is a vacant 1.08-acre parcel. The lot in question has only0.88 acres of upland and does not meet the minimum area requirements of zoning. The lot is owned by M.Leonard Lewis and Ann Marie Lewis,Trustees of Halcyon Trust. The applicants,Thomas L. Cadzow and Susan M.Cadzow have a signed Purchase and Sales agreement with the owner. Subdivision Number 336 created the subject lot in 1974. That subdivision was submitted to the Planning Board in December of 1973 and approved by the Planning Board on June 17,1974. It created 9 lots located along two short roadways-Julie and Trudy Lanes-located off Santuit Road. On that subdivision plan the subject lot is labeled Lot# 8. s At the time of its creation the lot contained only40,375 sq.ft.of upland. Although the RF Zoning District required 43,560 sgft.of lot area,the Zoning Bylaw at that time required"70 percent of the required zoning area of such lot shall be upland" (provision C of Section J-IntensityRegulations-Residential Districts). The subject lot met the requirements of Zoning at the time it was created on June 17, 1974. In 1983 that provision of the Zoning Bylaw was amended to require"100 percent of the required zoning area of such lot shalll be contiguous upland."Under MGL Chapte40A,Section 6,the 1974 subdivision plan would have had seven years of grandfathering from anychange in the zoning requirements. Those subdivision grandfathering nights would have expired by 1983 and the amendment to 100%upland would have caused the lot to be undersized and a non-buildable lot. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on July 02,2003, Apublic heating before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened August 20,2003 and continued to September 17,2003,at which time the Board found to grant the appeal. Board Members deciding this appeal were;Richard L.Boy,Ralph Copeland,Ron S..Jansson,Gail Nightingale,and Chairman Daniel M. Creedon III. Bk 17832 Pq 201 #12360 1 i I Attorneyjohn W.Kenney represented the applicant before the Board. He stated that the property is under purchase and sale agreement. He gave a history of the property and pertinent zoning. The subject lot is larger than abutting lots and taxed as buildable. The 1974 subdivision lots were buildable at the time of creation and had been considered still buildable under zoning. However a merger issue"exists due to the changes in the amount of required uplands and the minimum lot area. In 1983,a zoning amendment was enacted that required buildable lots,to have 100%of the minimum lot area contiguous upland. This lot.does not have one-full area of contiguous upland,it has only0.88 acres of upland and is therefore non-conforming. The merger issue based on upland requirements was not detected when the neighboring lots were conveyed. Mr.Kenney submitted photos of debris being dumped on the land. The Cadzows are seeking to buy the j property and plan to build in 2-4 years.upon retirement. No plans are available now,but building parameters are submitted and:they will live by them. NIr.Kenney noted the hardship is in the fact that no land is available for increasing the existing uplands: The lot is encumbered by the wetlands and the shape created by the wetlands is unique especially when the setbacks are considered and the building envelope is created bythose setbacks. There was a merger issue not detected when two of the three lots were sold. The variance would be granted in conjunction with a deed of conveyance. Public comment was requested and Stanley Goldstein,owner of the abutting property stated that he would j like to see the property built upon. The Board noted that the Purchase and Sales Agreement is outdated and needs to be extended to have standing before the Board. The appeal was continued to September 17,2003 for that extension. At that continuance Mr.Kenney submitted a copy of the extension of the purchase and sales agreement and give a brief summary of the request and variance conditions. a Findings of Fact At the hearing of September 17,`2003,the Board unanunouslymade the following findings of fact: i ! 1. Appeal 115 of 2003 is for a Variance to Section3-1.4(5) Bulk Regulations and to Section 3-53 Resource Protection Overlay District. The subject premises is addressed as 26 TrudyLane,Cotuit,MA and is shown as parcel104 on Assessor's Map 21 and as lot 8 on a plan recorded in the Barnstable Registry of i Deeds in Plan Book 284,Page 98. The applicants are Thomas L.Cadzow and Susan M.Cadzow who have a Purchase and Sale Agreement for the property. 2. Although the propertyhas a total area of 1.08-acres it is undersized in that it has 0.88-acres of contiguous uplands. The propertyis in the Resource Protection OverlayDistrict that requires a minimum of two acres of contiguous uplands to be buildable. i 3. The lot was originally created as a buildable lot and it has been taxed as a buildable lot. 4. This particular lot is vacant and all of the neighboring lots have been build upon. There is no available land that can be added to this lot to make the required two-acres for a buildable lot today. 5: The overall size of the lots is similar to those neighboring lots and construction of a single-family dwelling in conformance to the required setbacks would not represent a substantial detriment to the neighborhood. 6. Variance conditions exist in terms of topography in that a portion of the lot is encumbered with wetlands. The presence of the wetlands creates the hardship warranting the granting of a variance to minimum lot area. It is therefore not outside of the spirit and intent of the Zoning Ordinance given that it is of similar size to other lots in the neighborhood. e 2 Bk 17832 Pg 202 #12360 i Decision: Based on the findings of fact,a motion was duly made and seconded to grant the variance from the ! required minimum lot area of one acre of upland required in the Residential F Zoning District and the j required two acres of upland minimum lot area requirement of the Resource Protection Overlay District to permit the subject lot,as shown on Assessors Map 21 as parcel 104 that consist of 0.88 acres of upland (total area of 1.08 acres)to be considered buildable under zoning subject to the following.conditions: i 1. Development of the lot shall conform to all other dimensional requirements of the Zoning Ordinance. 2. The dwelling to be located on the property shall be limited to no more than two-stories,and shall be limited to a three-bedroom�,s,,1e-family detached dwelling not to exceed 2,750 sq.ft of living space inclusive o ed "at a aj ilyd ed within the basement,if any and a two-car garage not to exceed 516 sq.ft.including anystorage area. 3. Any order of the Conservation Commission shall be strictly adhered to 4 Construction shall com 1 with all applicable Building Division and Conservation Commission j P Y PP g requirements and shall comply with Board of Health Title 5 requirements without variance. 5. The on-site septic systerrrshall be located so as to be positioned the farthest distance from the wetlands + as is possible with'concurrence of the Public Health Division. 6. During all stages of construction of the dwelling,all vehicles,equipment and materials associated with j the construction shall be required to be located on-site and shall not be stored or kept within the front, side or rear yard setback area. At no time will anyparking,storage or construction materials or items be permitted in the right-of-way of Trudy Lane or within 15 feet of the neighboring property except.as maybe needed for landscaping purposes,or for utihties,,or by agreement with abutting owners. 7. All mechanical equipment associated with the dwelling,including;air conditioners,electric generators, etc.,shall be located so as to conform to the required setbacks for the district and screened from. j neighboring homes and the public right-of-way. t A + The vote was as follows: AYE: Richard L.Boy,Ralph Copeland,Ron S.Jansson,Gail Nightingale,and Daniel M.Creedon ! NAY: None k Ordered: l Variance 2003-115 is granted with conditions.- This decision must be recorded at the Registry of Deeds for s it to be in effect. The relief authorized by this decision must be exercised in one year. s Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk Ac 2a� aniel M.Creedon III,Chairman Date Signed 3 Bk 17832 Pg 203 #1236C i i i I,Linda Ruchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify jthat twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. M Signed and sealed this —day of l� and e pains and enalti s 4- 'B i1t uzda Hutchenrider,Town Cl�rl ' • .. 4 Bk 17832 Pg 204 #12360 L 1 , 1 , Proof of Publication LEGAL NOTICES i :. i NINE BOAR6t6.!A0PEALS OF SAJEiNSTdBL��ZO 14OTICE OF?U6410 HIM"iW1 IINDEft�H�'Zt1NING:ORDIl�A�1�?- ; ! I O"rifle" GU To all. ersartsiriter@stall:+n;�oreffei5ted, y:tle.:ZonPg... Com o ealth:of tviassachu"setts,ai► aii''. of'Cliapter 4OX6'-;the".:Genetr§IsLews oft m my •" "artiandrriertts tfieritQ you are tfereW.notifiBd thal " ;•'+`.t':F = r >. . f 7s75::P.M:" `' Co*yit:0yi Al!;ew.Go.' 'f►� a1200 s l o`=tria:fias`'a:`died a:hllodificatfon:.6tiittt'n ec.CprdBt ce rvt ti.S tiiin;2";' :;3(B)f�i9m t`Us95:t .a1lgw.arfhecoristnielio ofabuldin' ant1 erwfJiintee"uir0d" ]5 foo`side Percl setback{are�, nd:foreiredticiioii fr squired on:site r{itig '[I% subfecf ...t . Y.... prgpeity+s located as sfiuw{i`vti Assessor';s lvlep S ;percel9 addressed281 i4tle Rfver i .:Road;'C-oU6t,:MA:in'a Res dentlal f Zoiti�i District: ;1;'sBouef;:';>;.: ii. :fArS` taf>Rettrift:firdin+s;udder:MGM=-'•Ghspter;44A;�S:ecti_oi�:6;; xJaGk`{eBpUefheg�:�i'p.scl„ ,,,t?�...:::•,_, .,, ,�9,..: ,. 'a;; 'oft=Corifoni?iii 'Id• fdr:tfie:d8Tno11tiOh.snd:iecdistiiCti.6t?of;a.sin'gfefat�YilydWelJirtigor. fiie:firoperty(�,shown oil Assessor s Map 289 Parce(1 i 6 addressed as i 2 Hfl1 Stree � , :;tiyannlS tJIA in a Resi�ence'Q�oning bistt�ct ,. : ; •: j . Appeal.:2003 y11, { al Pejriiit,'firdin 5 und2r.MGLCiiapler,4L1 t itstbPfier.lvl _f:h*as-`app ied.tQr:Spec;,:: g..::, ;.e,.. ,.,,_: I Section 6 foe.;the derriollbon pnd.�econstiu6tlon:;,of:9 £;inglE-farniiy dw2ll+rlg on,a'rlon:;; conforming lot:Theproperiy is sho�NrnonAssessor s;t�lap`14�:Parcel 1;22 edd+essed 30 ' fi/leyfJcv+era ane asterYill9 MA in a Rei idence C Zon+ng Distrset ; 8 Ol?p 1N Cadtow A.Appeal Q03 1 2 1 Thomas L Cadzow arid,Susan M;Cadzow have applied for a Vanence YO Section 3 1,4(53 1 $u1k i3egutatlons an to Section 3,5.3 fesource Prot?Coon'OJerlay t3asYr+ct tg`allow for the I cgnstr4ciion of aafngle fsmliy dwelimg on an underskiedJoY'of 498 acre of upland+7e propertyis'shoii✓r pnAssessors.Map021 arce1104e6¢re sedas267tudyLaner otult; on;n istrfet' 7. F... T�IA:Iri a R esidence:F:z D - c2003= 2„. ``"' Hirt Board nf' "ea►' tfi :fit'a' :. ;deciso Shane.P.a'checo'has;appealed,tott%�_`Zo• 9:. •, ... An1':.:..,g.,...:.h....+.:. _�.., offhe$ut(dingComtnrssionertfEat:We,parkings'e'..:pro' . tobeloca�d'a[:y6rNew on;: ! Street in, lyannfs;Mgfflarvea,use;pe'oposedpn.tlie'tsight>wtrrgt34rop?rty.a525:Sbuttta; Street kiy�nnls MA e8npermittefl as of dg t unde)the,Zat4n9 Ohdin>tneg The proposed parking area.+s @part of parcei 1 f t as shown on Assessgr s Map Of3 nd rs in aResidehtisi, .. edusei fo eiacsted•nrt. i i3•Zornngl�+,aCnct,;The'ptap9$ � �?... _. ! •on'Asses&Pr s°tylap 368 grid is'Irt tMe:tv1A 1$usrtesS Zgnfn D,i rIM', 1.per ri'it. q►'dartCE S�?ltfi ec2 ` =:1 2( �:: Shane:P6Checo;'has Acee"ssnrytJses3:p,ailow:#brfise.parkirig',spaces:ta; e.t?icetdnedia�entot.: 1?e;va' ' parking space's are to l located at 15 Newton Street rn tiyannrs NiA The pnnctpal use is to he,(ocatadec525SoiitltStreet}�ya0glp.vlA Tfteprop$se&pp fcinggrBaisa`par4rafparcel 46 f•at shown'ph sasso>s 4,As 308 nd�e in Resid n!al°$,' mn D�stnot The f ! ptoposi=dusesaobeiocatedvgrince�162ssstto�n:oliAssssor~stvlap30fibcTdsintle _ tviA�1 t9iisne'ss�Soitmg,Distrsot;;';�' `' •' f `� t .Aj eat 2603�114 6:1.5:P,1111: : PBehe�a t�R;.• Sham Paglieco$as applied#of aLlse VanAnCao Sec(lon,3 1 Ri3n4ipiei�errri{tted Lises»;,. ;tfie Ae idenY�a7 g onita9 tAsttsCt Arid/or'a V4riahee to Sectiori,4 2+i io allpvrfor five on srtQ': park'ir�g spaces to serve a use located at 525 South Street 1lyannlstn tt�eMA t SusitiesaL. ZaningfSltriCY 7i�e subiectlotis shown griAssessur sivlap 306 as parcel 161,addiessed.: as 15 Ne(niton'Street ir1 Hyannis;MA to t♦fies+dtSnUa18 Zonirig pistiict' These.?ublic,Hearings w+ii be held at the Bamsteb]m TOwn lj311 367 Ma n Street:Ffyahnis^ ' iviA'..ifear�ng Boom I.2t d Floor,Vyednesday August2t},20b3._1�larts and a{ip lg8tigns may be.reviewed s the Pinning 0►vistgr Zonir 6bard;of Appeals Offroe,lEiwpflffice8 20�4= fvlein;$treet`;_ :a r. d. - ',... f , - ilf 'a3oa"'o Zo n - •..5.,t ..r., •;, (i:' - i -i'h�e''Samsta'he;P .,...,.... P+-a Airguat.;'t pan Aug. a8 .:.:::.. .:.: ... .. x 0 tD C4 s--I Parcels within 300' of Map 021 Parcel 104 LO p This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this N list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database July 2, 2003. b) W Mappar Ownerl Owner2 Address l Address 2 City State Zip Country (V r2OM DOYLE,DAVID 180 L DSS COTUIT rA 02635 USA M 00 r- 020007 COOK,HENRY E&MARY M 168 LEWIS POND RD COTUIT MA 102635 USA' 020008. KYNOCK,BRLAN&LESLIE P O BOX 1614 COTUITrA 2635 USA P 020009 RED,ROGER B&BETSEY C LEWIS POND RD COTUIT MA 102635 USA d 11! 020131 ARGO,SALLY A 29 RIVERFIELD FAIRFIELD W CT 06824 USA DR u.. 020132 MOORS,M QUINN& BRICKUS,RUTA E 208 LEWIS COTUIT MA 2635 O POND RD M20138 GELSEN,KURT&LYNNE 180 SANTUIT RD COTUIT MA 102635 W 20139 SISCOE,JASON D 504 S MAIN ST CENTERVIL LE MA 02632 / = La 021015 BARNSTABLE,TOWN OF(CON) CONSERVATION COMMISSION 367 MAIN HYANNLS MA 02601 USA 4 STREET --F021093 RICH,NEIL&SHARON E 49 DONNA RD GRAM MA 01701, USA �. 021094 WOOL,WILLIAM&LAURA 145 SANTUIT RD COTUIT MA OZ635 USA 021098 GOLDSTEIN,STANLEY&MARY T III I BRIGHAM SON MA OI749 T-UNIT 12E 21099 ,M LEONARD&ANN MARIE /.ASKEW,DOUGLAS JOHN& 7 LEWIS POND OTUIT MA 2635`;-,. USA JTRS YNNE MARGARET ROAD 021101 OGERS,WILLIAM J&ANN K 18 JULIE IN OTUIT N A 635' USA f 021102 KENVIS.M LEONARD&ANN MARIE 1510 WIANNO 2l WIANNO rA 2655 USA [AVE 21103 RICK,PETER 7&MARJORIE R 50 WALTHAM WEST NEWTON MA ST 02465 r 021104 EWIS,M LEONARD&ANN MARIE t 510 WIANNO AVE WIANNOWe MA 02655 SA ITR d � a'sfiR l,Z ,�iuc ,C,,,/• Gd�-viT e 2(c'3 Tuesday,July 22,2003 Page I of 1 i .............. ...._ E'k 2-4492 Po 17 7 18779 04-1.6-21-3 1.0 a 02 : 13P wuvSTANZ Y xesq A Town of Barnstable Zoning Board of Appeals Decision and Notice 'j0 M'AP 24 P3 :C9 Appeal 2010-002-Olsen a Variance Section 240-14.E- Bulk Regulations&Section 240-36-Minimum Lot Area ram, 1 Bulk variance to allow for the construction of a single-family dwelling on an.undersized lot Summary: Granted with Conditions Applicant: Christopher). & Carol L. AIsen Property Address: 26 Trudy Lane, Cotuit, MA Assessor's Map/Parcel: Map 021 -Parcel 104 Zoning: Residential F Zoning District Recording Information: To be recorded with deed to Christopher). & Carol L. Olsen from Thomas L. Cadzow and Susan M. Cadzow Y Relief Requested and Background: In this appeal the applicants are seeking a bulk variance to Section 240-14.E, Bulk Regulations, Minimum Lot Area of 1-acre and to Section 240-36, Resource Protection Overlay District, Minimum Lot Area of.2-acres for an undersized lot with 0.92-acres of upland. The applicants are requesting the variance for the undersized lot to be developed with a single-family dwelling of 2,592 sq.ft. (living area) with an attached two-car garage of 832 sq.ft. A site plan for the development of the lot and architectural plans for the home have been submitted to the file. The lot at issue is a vacant lot with a total area of 1.08 acres and owned by Thomas L. Cadzow and �--� Susan M. Cadzow. For standing, the applicant has submitted a copy of a signed Purchase and Sales agreement with the sellers. The subject lot was created in 1974 by Subdivision Number 336, recorded at the Registry of Deeds in Plan Book 284 page,98 and titled "Plan of Land-Cotuit- Barnstable, Mass., prepared for_Ernest W. Kitchen". The subdivision created 9 lots located along two short roadways-Julie and Trudy Lanes- +�` located off Santuit Road in Cotuit. .The lot is shown on the plan as Lot No..8. Although the lot was 1.08-acres in area, it only contains 4.0,375 sq.ft, of upland (0.92-acres). In 1974, at the time of the subdivision approval, zoning only required 70 percent of the lot as upland. The lot was legally created and conformed to the zoning requirements at the time it was created. However, in 1983, that provision of the existing Zoning Bylaw was amended to require 100 percent of the lot area to be contiguous upland. Under MGL Chapter 40A, Section 6, the 1974 subdivision plan had seven years of grandfathering from any change.in the zoning requirements or until 1981. The subdivision grandfathering rights expired two years prior to the 1983 change and effectively caused Lot#8 to become a non-buildable lot. On September 26, 2003,Thomas L. and Susan M. Cadzow were granted Bulk Variance No. 2003.-115 to allow the undersized lot to be buildable. Upon the granting of the variance, the Cadzows t Town of Barnstable,Zoning Board of Appeals—Notice.and Decision Bulk Variance No.2010-002,Minimum Lot Area&Resource Protection Overlay Minimum Lot Area —Olsen purchased the lot from M. Leonard Lewis and/Ann Marie Lewis, Trustees of Halcyon Trust, as evidenced by a deed recorded at the Barnstable Registry'of Deeds in Book .17819,'page 154. The variance was subsequently recorded in Book 17832 page 200. That variance however expired and now the Cadzows intend to sell the property to the Oisens who desire to build upon the lot. Procedural & Hearirig Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on December.1, 2009. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. An Extension of Time for Holding the Public Hearing and Filing of the Decision was executed and filed. The hearing was opened January 13, 2010 and continued to March 10,,2010,at which time the Board found to grant the variance with conditions. Board Members deciding this appeal were, William H. Newton, Michael P. Hersey, Craig G. Larson, George T.Zevitas, and Board Chair, Laura F. Shufelt. Attorney John W. Kenney represented the applicants. The hearing was opened on January 13, 2010 and continued at the request of the applicants to March 10, 2010. At that hearing, Attorney Kenney presented a brief history of the lot noting that the lot was legally created in 1973 in full conformity with zoning requirements for that time. The lot.was created under the subdivision control law and grandfathered for 7 years from changes in zoning. In 1983,zoning was amended increasing the upland requirement for a buildable lot from 70% to 100%. This lot, when created, only had 92% upland. It was the only lot in the subdivision that lacked 100% upland and the only lot remaining in the subdivision's ownership. It was rendered non-buildable by that amendment. On September 26, 2003, Thomas L. and Susan M. Cadzow were granted a bulk variance to allow the undersized lot to be buildable. However, that variance was not executed and has expired, Today, the Olsens are requesting a new variance from the Board with the intent for it to be developed with a single family home. Attorney Kenney stated that it is to b ea three-bedroom home.of 2,592. sq.ft. (living area) with an attached two-car garage. The home will conform to all required setbacks and is situated 100 feet off the wetlands and in conformity to all requirements of Title 5 and the local Board of Health regulations. Variance conditions that justify the grant of the variance were presented. Public comment.was requested and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of March 10, 2010,the Board unanimously made the following findings of fact: 1. Appeal No. 2010-002 is that of Christopher J. & Carol L. Olsen seeking a variance to Section 240- 14.E- Bulk Regulations and to Section 240-36- Resource Protection Overlay District to allow for the construction of a single-family dwelling on a lot with 0.92-acres of upland when zoning now requires a minimum lot area of 2-acres of upland. The property is addressed.26 Trudy Lane, Cotuit, MA. 2 Town of Barnstable,Zoning Board of Appeals—Notice and Decision Bulk Variance No.2010-002,Minimum Lot Area&Resource Protection Overlay Minimum tot Area =Olsen 2. The lot was created as a buildable lot. All the neighboring lots are developed and there is no surplus land available to add to the lot to make it conform to the two-acre requirement. The lot is similar in area'to neighboring lots and it can be developed in conformance to all other zoning requirements. 3. The variance conditions were found it.terms of topography as a portion of the lot was encumbered with wetlands and there is a steep slope. Those facts created the hardship. 4. The improvements are all located outside of 100 feet to wetlands; therefore, should be possible without an Order of Conditions from the Conservation Commission. The proposed on-site septic appears to conform to all Board of Health Regulations and Title 5. Decision: Based on the findings of fact, a motion was duly made and seconded to grant Bulk Variance No. 2010- 002 subject to the following conditions: 1. This variance is granted only to the minimum lot area requirements of Section 240-14.E, Bulk Regulations and Section 240-36, Resource Protection Overlay District. All other zoning regulations shall apply. 2. The lot shall be developed in substantial conformance with the plans submitted to the Board entitled "Plans for Christopher and Carol Olsen 26 Trudy Lane, Cotuit, MA 02635", dated October 2009 and consisting of 8 sheets. 3. Construction shall comply with all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health Title 5 requirements without variance. 4. All mechanical equipment associated with the dwelling, including; air conditioners, electric generators, etc., shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the.public right-of-way. The vote was as follows: AYE: William H. Newton, Michael P. Hersey, Craig G. Larson, George T.Zevitas, Laura F.Shufelt NAY: None Ordered: Variance No. 2010-002 has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any,shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Barnstable Town Clerk. Laura F. Shufelt, Char Date Signed 3 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '021104' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Close Total Count: 171 Map &Parcel Ownerl 0wner2 Addressl Address 2 Mailing Cduntry Deed CityStateZip 020006 DOYLE, DAVID 180 LEWIS POND COTUI7, MA USA 10111037 RD 02635 020007 COOK, HENRY E& a/oCOOK, 168 LEWIS POND COTUIT, MA USA 1318/860 MARY M HENRY E RD 02635 020008 KYNOCK, LESLIE TR KYNOCK REALTY 150 LEWIS POND COTUIT, MA 22023/196 TRUST ROAD 02635 020009 REID, ROGER B& P.O. BOX 145 COTUIT, MA USA 1289/123 BETSEY C 02635 020131 WARGO, SALLY A %WARGO,JAY 400 VALLEY ROAD FAIRFIELD,CT. USA 7803/227 06824 020132 GGROVER,TRACIE E MVALLONE, PATRICIA PO BOX 991 COTUIT, MA 19742/267 02635 020138 ENGELSEN,KURT& 180 SANTUIT RD COTUIT, MA 15433/204 LYNNE 02635 020139 SISCOE,JASON D 27 TRUDY LN 2635 , MA 0 15492/156 02635 021015 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS, MA USA 2198/047 TOWN OF(CON) COMMISSION 02601, 021093 RICH,NEIL& 49 DONNA RD FRAMINGHAM, USA 9349/221 SHARON E MA 01701 021094 WOOL, WILLIAM & 145 SANTUIT RD COTUIT, MA USA 11437/127 LAURA 02635 GOLDSTEIN, TWELVE TRUDY LN COTUIT, MA 021098 STANLEY I&M REAL ESTATE TRUST 12 TRUDY LN 02635 20698/102 THERESA TRS 021099 ASKEW, PO BOX 1714 COTUIT, MA USA 10574/147 &LYNNE 02635 021101 ROGERS, WILLIAM.J 18 JULIE LN COTUIT, MA USA 10076001 &ANN K 02635 021102 THE JULIE LANE, C/O GERALD F 11 BAYBERRY HILL CUMBERLAND, USA 16973/45 LLC BARRETT DR RI02864 021103 HENDRICK,PETER J 250 WALTHAM ST WEST NEWTON, 12292/2D6 &MARJORIE R MA 02465 021104 CADZOW,THOMAS 221 RIVER VIEW LN CENTERVILLE, USA 1 78 19/1 54 L&SUSAN M MA 02632 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 12M 1/2009. !.9"OF BARNSTABLEZONINGBOARO OFI�PPFALS �' .=.NOTICE OF PUQLfCElEAR1NGUND�RTHi= �v`�',:: _ TONING 9RDIN_RC Taellpar�onsmterested{noraffacfedby�iearttansoftheZomng Boardo}Appeals yopareherebynghfietl PursuenftaSerort �> 4f Gljapter40A of the GgneMjlC of tie Gommonwealfh of Mas; sachu$eits antl allamendments$rerefo jhaf a pubftc tieanng'op__ - $h9fotloiv{ngappeaisvnllb�held.°r[Januaryfl3 201Daf700PM' A e 1 0 2014-oa m r eg ng PPa3 r*r Btarr k Perry g Theodore P pa0a sthu ldun 41v�r5nsrssuanca ofa Srgn Permd f4rthetigsfaAahon 4f a slgn^af. , 130BM�yQ!�nRoad BamstaglBMA thgttrenteieSthe3u}rdr}�sr4n; F Curnmagmc}Heights jtaApPel�antshev@Frtedifribo! a�µanc of ihapemut i�m,�Ojah4lf p�the Zo�mg aMnG LrGhas!pgmtn eecopeesyee Qcdsrnsan�fie�d3Sgin slgeapegse er4 sengepem�,S�PL�[isbdo�Vda[rd4e digemoy ada at0�o-'` ' ss? °o€the property�aC soi:s 1308 Mat Quhp,Rbadi Bay ns tijr 4J�tA It!s sh Assessor s Map 3'4 asparce' Q06 00 lirs ui'a Re idenix Ez 12onm�District. 4 a App-1 Ghnstopher J &Caml J'Ols@r�hdvd;3 pled fora,Varran�ee,�o:, Se4on24 14 E KkJR g6laiian and tSedien��40 36 Re source Pr ecboaj ,0 iertay tcl tme�owf the'oonsiruc Tor o€a•. single fam0ydwelkhg_orj !otFvtlii0$2 c"rgsouplanc�whenronjng; a ftbWregwresagQj,n m tge 12a sofuplantl{If°iepropery k`rs'`ad�reSsed26`1'r}7dy Lade Cg�tu �.i�sy hown��Bs`egs�s r ' Map 0�1��pr4g1 j0�}}rFJ,s IR,�Resrd@q�eA�Zs°������apd11 - theRespOrcePTote. i4Ay�lsnc �'r5 ' • TRese'Pul?Irk,Hearrirssggs�i�tb�e,►Jeld�a[the��a�p�E¢bf�Tovin�{allr�; 3B7 M�,in,St'teefr Hyannis MI�,Efegr�Rop-m.,�Ffo,�FV!�edp�es�, � �: day Janyary 13 201p ah7 04plaru and'ap 6cahons maybe rpwewed at the Zonrtig B lanagg TOWttO ARMS LE.9ONINGsD tRD,9f AQP ICES mend Deparlmenf�Towrr Offi�esy200 Maua nistSA�a NOTIGb Zg NG ORDINAN�C e a� s �Zo'n�ngBoadot ppeals . r rr ( JANUARY3f2010 i7 7heBamstablepatnbt s� aw$ � £ �fo�lipersoa r�grestedoraffgPtedk}tkeaiffoning Deszmbr25 2Q09 iDd�anLarp 1 20is A. M BoarcgfAppeals'yQuarekf ereby?ot�ed pOr3�nt two Sep ton,11 bf CapOAof theGenerahLaws of{�e G�mmovaa �of,Ma� sactrusj ar}d a�allendmefs ere€o�Jh�at a PubfiP 4g?ring on F the aD rv!lsertlQrlp kWsx�lr sgse ugaapyrpilce&Ba*isf` 14e h�eld Qn a7 1Ryajo th— RPM % tas sOD.r<M<go� s na � P � a S!g- forthe rnsll�grt�ofasgn a�" TM06MargDl gnna Batn,table MA,thafrde0thasubdm GL9nmatjwdNeigh jfiewAppeliapts(ray,ertlhajthe suanry I K of the�;p�rttj!� 9w@-O Et Zantac Q�tdr a °nj2 6T3Sr rrsanResrdet�$akpsinct� `�appeakwas�filedpursiantto- ry�G G {�(erq Seclonea7yC�ee thaw rtbgCevoked , ende sig 6e compe ledfo ba rein4ygd�Asrstaithe adress�4 1 3o�.ibe{��Pe�Y?��uers,�3D$�(�fYb�!At�Roail,r am.;A?t>lei-•�r y . ��It�.show�„onSAssessor's Msq��as paYce�0�8��k,!er s�r+a„��"`� t?esr� ce onm o sfid � 'i sS b Apatt�o 20f0-00�, fir,- KOlsen G�instaphe,J ¢Carot J OIsEr �iava gPiPIL aq�arrance to Sec on 240 Jq - eg"lu abonsap�.gzecUo� 0 5z(te , fiouriPojetion O�verarsinctta a114w fartte m �ctign�4 -i smgl��ap]I�Ytlwwel8�_gapafotv�rt�y0;92-�4resbfuplandwhgr��omng y nowrequ ar�rm ot�at�aofZacr€sOu la��ntli7epgpertyH saddr�se¢26Trudxlape C tuit MA ItJssiiowrjonAsse-sor'sS MapO�l�asparceli44 ItrsrRaResreeacPingDrstdctafd ""VPesource Prgtecbon Ove[tay DrshnCt� �� r.- jhe;$public Haaririgslv111 beheld atthe BamsTowi t'11all�, 367 eat�HyaFna MA}te�anng Ro°m2Ioo��Wdn�es i �taYanuary F 2�01f APR PNfPlaps a/app4 R�Y, e renewe¢a(tfieZontn �oard afAppgaTs'Officergvanage nen uppamment,`fowgOffives 200.M1am$trge4t�yaPTtrs^hdAy u n r €a_ a 4'tea taiTra F$hufe•1E+,hall Zonin9 r`d oMppeaIs Th8 Barntabfe Patriot ram— g� ix s•Docemtier25�2005andJan'uary,i 2010�5-` .sue� 0 Town of Barnstable,Zoning Board of Appeals-Notice and Decision Bulk Variance No.2010-002,Minimum Lot Area&Resource Protection overlay Minimum Lot Area -Olsen I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this—�-�—day of under the pains and penalties of pQrjur�/. Ufile 04 Linda Hutchenrider, Town Clerk. 4 ,No. �W 5 _�7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes 01ppYication for 0igpoof 6pgtern Conmruction Vermit Application fora Permit to Construct(. )Repair( )Upgrade( )Abandon( ) ❑Complete System O IndtvtduaF ComPonents Location:Address or Lot No. 36 TRZ-aY CIV. Owner's Name,Address and Tel.No.. - Ca0 r'Lc�T� /Jtq i?fd�/RS i SYCS�41 L�a4�ctC9 Asse'ssor.'s MapTarcel reO�E yam ` Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. -Wrez,"a aX&AVr4rie4,j h,,n. kllc�sdtf FaSsoCa,, /4!C •s519� -o �s ►ct-y �rtabrr GD j tln�cz-3 g,Jfkgrc,.y-, ,n.� Caa-s'36 .ss a-ra.s rD•u�"ylc.ct�,�a 02CP 5!� z Type of Building; Dwelling No.of Bedrooms Lot Size, sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers(-' ) Cafeteria( ) Other Fixtures .Design Flow //o 1An1rrn A or 3,-?6 gallons per day. Calculated daily flow 1�9 gallons. Plan Date //c/O J Number of sheets f Revision Date �- Title secSsu rz�sK'r— SEcrJrtC<x. iS�'c,S�4 i— leis,Gyy ' Size of Septic Tank 47-00 Type of S.A.S. rPc�xlGtif s Description of Soil S�� .toes ov ;"-ILI -P*4 1Q� (3//zla3 1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Sig Date Application Approved Date 3 Application Disapproved for the following reasons Permit No. aG 5 —07 Date Issued STANDARD FORM PURCHASE AND SALE AGREEMENT From the Office of: John W.Kenney,Esq. 1550 Falmouth Road,Suite 12 Centerville,Ma 02632 This 45 day of November,2009. 1. PARTIES Thomas L. Cadzow and Susan M.Cadzow, of 221 Riverview Lane,Centerville, Massachusetts 02632 AND MAILING hereinafter called SELLER,agree to SELL and Christopher J.Ols(lp and Carol L.Olsen,of 544 ADDRESSES Marstons Lane,Yarmouthport,MA 02675,hereinafter called the BUYER OR PURCHASER,agrees to BUY,upon the terms hereinafter set forth,the following described premises:' 2. DESCRIPTION The vacant land having an address of Lot 8,26 Trudy Lane,Cotuit,MA. For further description and .(include title Seller's title,see deed recorded with the Barnstable County Registry if Deeds in Book 17819,Page 154. reference) 3. . BUILDINGS, , STRUCTURES, and the fixtures belenging to the SELLER and used in eefmeetiea thenwM inelading, if , all wall to- IMPROVEMENTS, ,windew shades,windeiv FIXTURES awnings,shtitters; , (fill in or delete) , , plumbing and 'garbage disposals, 'mantels, television antennas, ,gates, , e plams , e air eendkiening equipment; dis"ashen .. , a - 4. 'TITLE DEED Said premises are to be conveyed by a good,and sufficient quitclaim deed running to the BUYER,or to Include here by specific the nominee'designated by the BUYER by written notice to the SELLER at least seven days references any before the deed,-is to be delivered as herein provided,and said deed shall convey a good and clear restrictions, easements, record and marketable title thereto,free from encumbrances,except rights and obligations in (a)Provisions of existing building and zoning laws; parry walls not included (b)Existing rights and obligations in party walls which are not the subject of written agreement; in(b), leases,municipal (c)Such taxes for the then current year as are not due and payable on the date of the delivery of and other liens,other such deed: encumbrances, and make (d)Any liens or municipal betterments assessed after the date of this agreement; provision to protect (e)Easements,restrictions and reservations of record,if any,so long as the same do not prohibit SELLER against or materially interfere with the current use of said premises: BUYER's breach of ' (f)None SELLER's covenants in leases, where necessary 5.- PLANS if said deed refers to a plan necessary to be recorded therewith the SELLER shall deliver such plan with the deed in form adequate for recording or registration. .6. REGISTERED In addition to the foregoing,if the title to said premises is registered,said deed shall be in form sufficient TITLE to entitle the BUYER to a Certificate of Title of said premises,and the SELLER shall deliver with said deed all instruments,if any;necessary to enable the BUYER to obtain such Certificate of Title. 7. PURCHASE PRICE The agreed purchase price for said premises is One Hundred Sixty Thousand and 00/100($160,000.00) Dollars,of which $ 19,000.00 have been paid as a deposit this day; $ 1,000.00 has been paid as a deposit to bind offer;and $ 140,000.00 are to be paid at the time of delivery of the deed in cash,or by certified, cashier's,treasurer's or bank check(s),or Massachusetts.closing,attorney's client trust account check. $ 160,000.00 TOTAL 8. TIME FOR Such deed is to be delivered at 12:00 p.m,on or before January 29,2010 at Barnstable County Registry PERFORMANCE; of Deeds,unless otherwise agreed upon in writing. It is agreed that time is of the essence of this agreement. DELIVERY OF DEED 9. POSSESSION AND Full possession of said premises free of all tenants and occupants,except as herein provided,is to be CONDITION OF delivered at the time of the delivery of the deed,said premises to be then(a)in the same condition as they PREMISE now are,reasonable use and wear thereof excepted,and(b)not in violation of said building and zoning (attach a list of laws,and(c)in compliance with provisions of any instrument referred to in clause 4 hereof.The exceptions, if any) BUYER shall be entitled personally to inspect said premises prior to the.delivery of the deed in order to determine.whether the condition thereof complies with the terms of this clause. 10. EXTENSION TO If the SELLER shall be unable to give title or to make conveyance,or to deliver possession of the PERFECT TITLE premises,aH as herein stipulated,or if at the time of the delivery of the deed the premises do not conform OR MAKE with the provisions hereof,then the SELLER shall use reasonable efforts to remove any defects in title,or PREMISES to deliver possession as provided herein,or to make the said premises conform to the provisions hereof,as CONFORM the case may be,in which event the time for performance hereof shall be extended for a period or thirty (change period of days or until the Buyer's mortgage rate lock expires,whichever occurs first. The SELLER shall not be time if desired)_ required to expend more than$2,500.00,including professional fees but excluding voluntary liens,to comply with the provisions of this paragraph. 11. FAILURE TO If at the expiration of the extended time the SELLER shall have failed so to remove any defects in title, PERFECT TITLE deliver possession or make the premises conform,as the case may be,all as herein agreed,or if at any time OR MAKE during the period of this agreement or any extension thereof,the holder of a mortgage on said premises PREMISES shall refuse to permit the insurance proceeds,if any,to be used for such purposes,then any payments made CONFORM,etc. 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. 12. BUYER'S The BUYER shall have the election,at either the original or any extended time for performance,to accept ELECTION TO such title as the SELLER can deliver to the said premises in their then condition and to pay therefore the ACCEPT TITLE .. purchase price.without deduction,in which case the SELLER shall convey such title,except that in the event of such conveyance in accord with the provisions of this clause, if the said premises shall have been damaged by fire or casualty insured against,then the SELLER shall,unless the SELLER has previously restored the premises to their former condition,either (a)pay over or assign to the BUYER,on delivery of the deed,all amounts recovered or recoverable on account of such insurance, less any amounts reasonably expended by the SELLER for any partial restoration,or (b)if a holder of a mortgage on said premises shall not permit the insurance proceeds or a part thereof to be used to restore the said premises to their former condition or to be so paid over or assigned,give to the BUYER a credit against the purchase price,on delivery of the deed,equal to said amounts so recovered or recoverable and retained by the holder of the said mortgage less any amounts reasonably expended by the SELLER for.any partial restoration. 13. ACCEPTANCE OF The acceptance of a deed by the BUYER or his nominee as the case may be,shall be deemed to be a.full DEED 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. 14. USE OF To enable the SELLER to make conveyance as herein provided,the SELLER may,at the time of delivery MONEY TO of the deed,use the purchase money or any portion thereof to clear the title of any or all encumbrances or CLEAR TITLE interests,provided that all instruments so procured are recorded simultaneously with the delivery of said deed or within a reasonable period of time thereafter in accordance with standard conveyancing practices in Barnstable County. 15. INSURANCE Until the delivery of the deed,the SELLER shall maintain insurance on said premises as follows: (Insert amount(list Type of Insurance Amounf'of Coverage additional types of insurance and, (a)Fire and Extended Coverage As presently insured amounts as agreed (b) �C G�:LLG. 16. ADJUSTMENTS (list operating , as 6 expenses, if any, or the day of peffefmanee.ef this agFeement and the net amount thereof s all be added te or-deducted attach schedule) the case may be,the pufshase price payable by the BUYER at the tifne of delivefy of the I7. ADJUSTMENT If the amount of said taxes is not known at the time of the delivery of the deed,they shall be apportioned OF UNASSESSED on the basis of the taxes assessed for the preceding fiscal year,with a reapportionment as soon as the AND ' new tax rate and valuation can be ascertained;and, if the taxes which are to be apportioned shall there ABATED TAXES after 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. 18. BROKER's FEE A Broker's fee for professional services of$8,000.00 is due from the SELLER to William Raveis Real Estate and Bell One Real Estate shared equally upon passing of title. The commission shall be payable only if SELLER receives the full amount of the purchase price and a deed conveying title from SELLER to BUYER is recorded,and not otherwise. 19. BROKER(S) The Broker(s)named herein,William Raveis Real Estate and Bell One Real Estate warrant(s)that the WARRANTY Broker(s)is(are)duly licensed as such by the Commonwealth of Massachusetts. 20. DEPOSIT All deposits made hereunder.shall be held in escrow by William Raveis Real Estate_ as escrow agent subject to the terms of this agreement and shall be duly accounted for at the time for performance of this agreement.In the event of any disagreement between the parties,the escrow agent shall retain all deposits made under this agreement pending instructions mutually given by the SELLER and the BUYER. 21. BUYER's If the BUYER shall fail to fulfill the BUYER's agreements herein,all deposits made hereunder by the DEFAULT; BUYER shall be retained by the SELLER as liquidated damages and this shall be the Seller's sole DAMAGES remedy at law and in equity,for any default by the BUYER. The parties agree that in the event of default by the BUYER it will be difficult to ascertain with certainty the amount of damages suffered by the SELLER. The amount of the deposit represents a reasonable estimate of the damages expected to be + _ suffered by the SELLER as a result of the BUYER's default. Sellers damage hereunder shall be waived upon conveyance to Buyer. 22; RELEASE BY The SELLER's spouse hereby agrees to join in said deed and to release and convey all statutory and HUSBAND OR other rights and interests in said premises. WIFE 23. BROKER AS The Broker(s)named herein join(s)in this agreement and become(s)a party hereto,insofar as any PARTY provisions of this agreement expressly apply to the Broker(s),and to any amendments or modifications of such provisions to which the Broker(s)agree(s)in writing. 24. LIABILITY OF If the SELLER or BUYER executes this agreement in a representative or fiduciary capacity,only the TRUSTEE, principal or the estate represented shall be bound,and neither the SELLER or BUYER so executing,nor SHAREHOLDER, any shareholder or beneficiary of any trust,shall be personally liable for any obligation,express or BENEFICIARY,etc. implied,hereunder. 25. WARRANTIES AND The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction nor REPRESENTATIONS has he relied upon any warranties or representations not set forth or incorporated in this agreement or if none,state "none",- previously made in writing,except the following additional warranties and representations,if any,made if any listed, indicate by either the SELLER or the Broker(s): by whom each warranty or None. representation was made 26. MORTGAGE ,4he BUYER shall apply for a Genventional bank CONTINGENCY , CLAUSE ., 2C r ^�� zi e— (omit if not provided ,2009 the BUYER fnay teFmina*this agwffleRt bywr-itten notice to the SELLER and/or-the J for'in Offer to , Purchase} diligentshall cease and this agfeefaeflt shall be ueii;vitthnout recourse to the parties 110WO.1H HO eVefit Wil BUYER be deerned to have u6ed lete nnn b b 2409-. This instrument,executed in multiple counterparts,is to be construed as a Massachusetts contract,is to 27. CONSTRUCTION s p rp , AGREEMENT 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 their obligations hereunder shall 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 or the parties to it. 28. LEAD PAINT The parties acknowledge that,under Massachusetts law,whenever a child or children under six years of LAW age resides in any residential premises in which any paint,plaster or other accessible material contains dangerous levels of lead,the owner of said premises must remove or cover said paint,plaster or other material so as to make it inaccessible to children under six years of age. 29. SMOKE The SELLER shall,at the time of the delivery of the deed,deliver a certificate from the fire department DETECTORS/ of the city or town in which said premises are located stating that said premises have been equipped with CARBON Approved smoke detectors and carbon monoxide detectors in conformity with applicable law. MONOXIDE DETECTORS 30. ADDITIONAL, The initiated riders,if any,attached hereto,are incorporated herein by reference. PROVISIONS See Addendum"A"attached and made a part hereof. FOR RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 1978,BUYER MUST ALSO HAVE SIGNED LEAD PAINT "PROPERTY TRANSFER NOTIFICATION CERTIFICATION" NOTICE:'This is a legal document that.creates binding obligations. If not understood,consult an attorney. SELLER BUYERS Thomas L.Cadzow ristopher J. 'Ots$n SELLER BUYERS �C Susan .Cadzow Carol L.Ols ADDENDUM "A"TO PURCHASE AND SALE AGREEMENT (Lot 8,26 Trudy Lane,Cotuit,MA 02635) 31. This Agreement supersedes all prior agreements and other understandings between the parties hereto.Any alteration to this agreement shall be in writing and executed by all parties. All prior Offers and agreements between the parties with respect to the current transaction shall be null and void. 32. -UST, Chlordane and UFFL• SELLER represents and warrants to BUYER that, to the best of SELLER's knowledge, information and belief, (a)there are no underground storage tanks and other subsurface facilities on said Premises except those associated with the on-site septic system and (b) chlordane has not been used as a pesticide on said Premises. In addition, SELLER hereby represents, warrants and certifies that to the best of SELLER's knowledge, UFFI is not present in the Premises. The provisions of this Clause shall survive the Closing. 33. Condition of Purchase: It shall also be a condition of BUYER's obligation to purchase said Premises . that at the closing, Seller states that to the best of her knowledge: (a) Trudy Lane, on which said Premises front, is a public way or there is appurtenant to said Premises the perpetual right and easement of record to use Trudy Lane and any and all other roads leading to the nearest public way for all purposes for which streets and ways are now or may hereafter be used in the Town of Barnstable, including without limitation access on foot or in motor vehicles thereon and installation and use thereon and therein of utility lines for water,electricity,cable television and telephone service; (b) 'said Premises are served by a municipal water company or a private well which provides potable water in amounts sufficient for the use of the premises as a single-family residence; (c) said Premises comply with applicable zoning, building and subdivision laws and regulations or have the benefit of a.variance, special permit or non-conforming use exception; (d) BUYER can.obtain an owner's policy of insurance insuring title to said Premises and access rights to said premises in BUYER, free from encumbrances except as set forth in Clause 4 of this Agreement and for standard exceptions and other exceptions, including but not limited to takings, assessments and offers, as are routinely taken in ALTA Owner's policies, issued by a title insurance company qualified to do business in Massachusetts. 34. It is understood and agreed by the parties that the Premises shall not be in conformity with title provisions of the Agreement unless: (a) all buildings, structures and improvements, including, but not limited to, any driveways, garages and all means of access to the Premises, shall be located completely within the boundary lines of said Premises and shall not encroach upon or under the property of any other person or entities; (b) no building, structure or improvements of any kind belonging to any other person or entity shall encroach upon or under said Premises;and (c) said Premises are equipped with all necessary utilities, including without implied limitation PLC electricity, wiring for telephone service, municipal water or a private well, and the boiler, burner and hot water tank,if any,are owned by the SELLER and not rented. (d) said Premises are free and clear of all tenants and their belongings prior to the Closing. 35. All notices required or permitted to be given hereunder shall be in writing and delivered by hand or mailed, postage prepaid, by registered or certified mail, return receipt requested, addressed as follows: FOR THE SELLER: Thomas L. Cadzow Susan M. Cadzow 221 Riverview Lane Centerville,MA 02632 WITH A COPY TO: John W.Kenney, Esquire 12 Center Place 1550 Falmouth Road Centerville,MA 02632 508-771-9300 508-775-6029 FAX john@jwkesq.com FOR THE BUYER: Christopher J. Olsin Carol L. Ols6n 544 Marstons Lane Yarmouthport,MA 02675 WITH A COPY TO: Richard Dubin,Esq. Dubin and Reardon 1645 Falmouth Road Centerville,MA 02632 508-771-0330 508-775-7624 FAX rdubinra dubinreardon.com NOTICE GIVEN BY MAIL SHALL BE DEEMED GIVEN WHEN MAILED. ANY PARTY MAY NOTIFY THE OTHER PARTIES BY SUCH NOTICE OF A CHANGE.OF ADDRESS, IN WHICH CASE SUCH NEW ADDRESS SHALL BE EMPLOYED FOR ALL SUBSEQUENT MAILINGS. 36. Broom Clean Condition: The Premises shall be delivered to BUYER in a "broom clean" condition, with all debris and personal property, not included in the sale, removed by SELLER prior to the Closing,both inside the Premises and from the exterior yard. n , 37. Post-Closing Adjustments: If any errors or omissions are found to have occurred in any calculations of figures used in the settlement statement signed by the parties (or would have been included if not for any such errors or omissions) and notice thereof is given within two months of the Closing to the party to be charged,then such parry agrees to make a payment to correct the error or omissions. 38. Pending Litigation or other Action Affecting Premises: SELLER represents that SELLER is not aware of any unresolved litigation,including divorce proceedings involving Seller or pending or ongoing regulatory hearings or actions which would affect said Premises, and SELLER agrees,to keep BUYER informed,by notice given pursuant to this Agreemerit,'of any such litigation,hearings, or actions,whether scheduled,anticipated,or in progress. 39. Access: The Seller shall allow.the Buyer.and Buyer's agents to have reasonable access to the premises at reasonable times and upon reasonable notice for the purposes of inspecting the Premises and conducting such engineering and other tests as are commonly performed during the permitting process. Buyer shall indemnify Seller for any damage to the Premises arising during any such inspection if caused by Buyer.or Buyer's agents or invitees. Said right of access shall be exercised only after reasonable prior notice and only in the presence of Seller or Seller's agent. 40. REBA Title Standard: Any matter or practice arising under,or relating to this agreement,which is the subject of a title standard or a practice standard of the Real Estate Bar Association practice or title standard at the time for delivery of the deed shall be covered by said title standard or practice standard to the extent applicable. 41. Limited Power of Attorney: By executing this Agreement,the BUYER and SELLER hereby grant to their attorneys the actual authority to bind them for the sole limited purpose of allowing them to grant extensions and sign amendments to this Agreement,and the SELLER and BUYER shall be able to rely upon the signatures of said attorneys as binding unless they have actual knowledge that the principals have disclaimed the authority herein to bind them. 42. Facsimile: Faxed signatures on this Agreement and on any amendments hereto shall be legally binding and treated the same as original signatures. 43. In the event that the SELLER has one or more outstanding mortgage(s)on the premises that are to be paid off at the time of closing,the SELLER shall provide BUYER'S attorney with a completed Payoff Authorization Form for each outstanding mortgage at least seven business days prior to the date set for closing. A copy of the Authorization Form is attached hereto. 44. This Agreement is contingent upon SELLER obtaining a variance from the Town of Barnstable Zoning Board of Appeals to allow for construction of a 3 bedroom,2%a bath, 2,592 square foot living space single family-residence with an attached 832 square foot garage. SELLER agrees to use due diligence in providing said zoning relief. Subject to Buyers obtaining all permits for construction of a single family home of their design. 45. This agreement is contingent upon the sale of the Buyer's property located at 544 Marston Lane, Yarmouthport,MA 02675. During the period of this contingency the Seller's property shall remain on the market and if a bona fide acceptable offer is received,the Buyer shall be notified in writing of such offer and shall have 72 hours from receipt of said notification to remove this writing of such offer and shall have 72 hours from receipt of said notification to remove this contingency in writing and make this contract firm. Should the Buyer fail to do so,this agreement shall automatically become null and void and the deposit returned in full whereupon Sellers will be free to accept the new offer. Should the Buyer elect to remove this contingency without having sold,their property they agree to present proof to the Seller of their ability to consummate this agreement. BUYERS: SELLERS: � f 'stopher I Olsth Thomas-L. Cadzow n _ G Carol L. Olsfn Susan M. Cadzow ` e F (3 OCO . L Q. S MOKE DETECTORSIR I WE BARNSTABLE BUIL ING DEPT. DA FIRE DEPARTMENT BOTH SIGNATURES ARE REQUIRED FOR PERM TT/HG / / 43 42 44 45 �/ / 41 / / " "�/ RON 1�42 ,. �:! ✓�./ //57/// [ // / / - CMUST BE INSTALLED PERP R ALARMS - / / , / , / 3 / /30 ! / ,/ MASSACHUSETTS BUILDING CODE 39 / /// / / 25 3837 35/c 34 20/ fl 1 43 1421 •. f 1 I s .m w.c 9n / I IIO I 1 15/ / `< ?WFA1 0'BUFFER II, I 1 I / / / �� UTILITIES TEST HOLE .1 / ./ � TER ATi / —I .. .. ... ... ... ./. \.EL.35.6 '; 11 2 OOnR'• .9 P /_ /. I. 1..1IIso ' r / r.. 44 \ \ \ I p &oEc,K / I I I I I I 'I/ I I 1 I(!PEER w �Np l 30 / WFA2 1. Lot 8 / I I 1 1 .1 I I LI. �. \ I3 47,100S.F. u\I. i 1 • I I / z/ I I I I , 1 1 1 \ -� or 1.08 Acres 9c rj .i I 30 n� I I 1 I I L I \ \.\ \ \ \ 1� 38,160 S.F. of Upland 3 N I. I.I I. I I l 0 12S'Mint 1 \ e \ Im. RF Zone. 3 L/. I I/ I. O I.. 06 Min l V \ \ -� ._ .. P// I LI I I— 3z. I, I \ \ \ \ Im Map 021 HOVE PIT I I . ;� ao, / I� I I �N� ttn / V. / I I .I 1 \ \ \ \ \. \ Parcel 104 a I y I HYDRANT I /�/� / I L.. ml. Im ;`� `�I . \ \ \ �\ L \\ \ \ \ \® .BENCHMARI(45.04 l�j/ / I. .\ I\ 111 i .. l. .l \ .\ .\ \ -; \ \. \.. \. \Q... .. .. \, 11 I \N \ t \ \ so pd I / I I1. \ \ 30 ..i\: z .i 1 1 1. .F. I . \ 1.\1 1: \i \� APPLICATION PREREQUISITE TEXT \ Ig I \ 1 ' Ha bales and silt fence to be deployed alon 100 foot setback _ 1 Shall disturbance f h Q•11" \ 1 1 25 1 1 . 1 1 'c� \ yi t 1 j F�a z � \ � from edge-of-wetlands. Theresa a no istur ance o the vvFAs site,including cutting of vegetation,'beyond the work limit. This restriction shall continue over time. 1 PLOT PLAN with septic system SPACE: PLOT PLAN' Q 2 MAIN FLOOR PLAN with staircase detail 3 SECOND FLOOR PLAN .. GARAGE 832 SQ.FT SPACE. 1ST FLOOR LIVING SPACE 1468 SQ.Fr. April 2010 4 FRONT ELEVATION with window and door list 2ND.FLOOR LIVING SPACE 1124 SQ.Fr.. 5 REAR ELEVATION with window and door dimensions UNFINISHED BASEMENT SPACE 1340 SQ.Fr. plans for 6 LEFT SIDE ELEVATION Christopher 1ST&2ND FLOOR LIVING SPACE 2592 SQ.FT. Chri and Carol Olsen 7 RIGHT SIDE ELEVATION with staircase and deck framing detail LIVING SPACE+GARAGE 3424 SQ.FT. I I I 1 I I I I I I I 26 Trudy.Lane o s 10 15 zo zs 30 ss 1/ as 0 Cotuit M 8 FOUNDATION .PLAN (9 begins full framing details) LIVING SPACE+GARAGE+BASEMENT 4764 SQ.FT . SCALE 1/a"=10'0" r A 02635 page 1 1^�I1t^11'L^Jt 1el�_^�f11e❑�f11�f11r❑�� enno�J_ �tf t�t1 �1�L--Jf,L�Jre��f1 .E--48' 6 IF �jEYO,t B.A�SEM��NT I�h. I �k II 31. - LJLL. 1?-JUL JUL it -ILA L If -JL-J 2446 2446 2446 2446 WOOD 3'0'SCREEN DOORS 2446 DINING ROOM 12'X 20' 2446 \ VENT ROOF PORCH 16'X 8' \ s 40 E .26� \\\ e 6'.—may Imo—6' STEEL BEAM 12"X 45LBS.. A-1 A-1. 2446 6068 SLIDER 2446 6068 SLIDER 'Y E 76 .� 2 CATHEDRAL CEILING ABOVE O . S 3'E— ° I T . � LIVING ROOM 16'X ZO' 446 6'0.H. -°_ ° 6, DOOR. PANTRY 00 E 6, _ 12 - 6 X 12' . I. _ncmq 1.1' KITCHEN 14'X, , 12'6" MASTER BEDROOM 12'X 26' ° R 00 TOP FLOOR 2"X 10"JOISTS 16"O:C. - _ - 6' .. _ I _ 30". - . ° FRG ° MICROLLAM°LVL i —-——.———.— —--———---- - -- --.---------.---— I O ° � 6 T A 1 DOWN 30" 2446 ° O 3'6" °. ° 5'6„ FIRE DOOR 4,1,„ ---- i 3'� 30" DOWN _ ° C°7 ° 8'CLOSET ° 5• 6 WASH 9 6"TREADS 8"RISERS �. ROOM W O .HALF 6'6" BATH.. O . o D 00 32' - MASTER BATH 12'X 12' A-1 TWO CAR GARAGE A l A l A - � _ 0 0 with second floor above A 1 5,8„ 4 4 _ _ OFFICE" — �g� P R 3' b if - 6,6„ T O fi, 832 SQ.FT. 6' - -- CLOS ' jAl 6 0 9'WIDE X 8'HIGH O.H.DOORS 6 9 - 6'9' _ .6'9 6'9 -— 4 - �__c- 2446 __I_ OVERHANG —.. A 1 d li 6 ���2r 2'9" 9'�E—3'.—a— 9' 2,9„� E— —g,4„— 7 8"-�1. 23'x 4'CONCRETE APRON MAIN FLOOR PLAN 8' LIVING SPACE 1468 SQ.FT April 2010 .plans for . I I L I I I I I I I I Christopher and Carol Olsen 0 1 2 3 4 5 6 7 8 9 10 26 Trudy Lane F 11'6' SCALE 1/4"=2'0" Cotuit, MA 02635 page 2 _ - - -Combination Smoke'and Carbon Photoelectric Photoelectric 20'from Bath and Kitchen �; Heats in Garage and Kitchen ROOF TO DINING ROOM BELOW ROOF.TO SCREEN ROOM BELOW. 40' . 20 A-1 � - .BED 16 X .A-1 A-1 214461 - BLOCKING I - ROOM#2. 20' ELOS ! I 8 ' 6, ( ; A-1 r I r i FIRST FLOOR(outline) Q }i I. Q O BEDROOM#3 16'X!0' 3 Q STEEL BEAM 2," 45LBS. I �,� _ �} � . � 16, O O s� i i0 I i BOOKCASES --- I i a — — — — - - — — — — — ----1----- --1—�-- ROOFPEAKUINE------------- V�.. ��. S(�,. _ CLOSET z„X a sru s O i s O. I I 6"X 8"BEAMS I I 4O 3'6' �� -��. 'P �� 1 1 �41" =jo2'. OPENTO FLOORMEDIA ROOM 16'X 18' 6 BOOKCASES i.I l L - � Q 1 I rl O � ,0 I �LL.BATH�11'.X�6', � UP � 9 fI7 lilt 6"TREADS 8"RISERS 32•. 1 I. A-1 A-1 A-1 A-1 18,, I i I O RWRAPO 5' (i it ... AROUND �. PORCH ROOF 6' PORCH 2446 A-1 e 6' � 4' 3' 3° F—4'—�< 6'- 20' .. ... .. _ ... ... 46, 3'GARAGE DOOR OVERHANG FLOORING:. master bath 120 . - full bath 66 half bath 32 ... .. .. .. .. ... ... wash room ... 36, kitchen. 168 - entry 28 - tile flooring total:450 - -master bedroom zio: SECOND FLOOR PLAN . diamg room 240 LIVING SPACE 1124 Q .S-.FT living room .256.. .. .. .. . office and wood Flooring total:1llwa 120 April 2010 bedroom$2. 460. - -. bedroom#3 .169. - - - plans or - - - . media room and hallway 356 carpeting total:985 Christopher and Carol Olsen 0 1 2 3 4 5 6 7 s 9 10 26 Trudy,Lane SCALE 1i4"=2'0" Cotuit, MA 02635 page 3 . Combination Smoke and Carbon Photoelectric Photoelectric 20'from Bath and Kitchen Heats in Garage and Kitchen RIDGE VENT - .. _ F 2"x 8"RAFTERS 16"O C P 28'-. - . �. BIRD'S MOUTH 6 X 10 6 ROOF PITCH .. ... .. R38.INSULATION J }1 .. .. .. .. T f+ f7 12 10'6" =_ --- R19 INSULATION.-: — --- RIDGE VENT D r� 12 +s_ PO . Q ❑ 0❑ CLAPBOARDS— DI] ®IO ®❑ ®IL.1❑ 2"X 10"RIDGE LE STUDS 2'X 6' ❑❑ RS ❑❑ ❑❑ ❑© ❑❑❑ 2.s 12 .12 4.5"ROOF PITCH 12 'Pq R13 INSULATION- A-1 A l I. 16.,0 3/A-1. A-1R 12 26' .B- 12 S ,-� CLAPBOARDS r s, 14, p'L __ ��' +e_ front only s.o .. .. III'TlfTrTi-"hlf'� I —_ —.— .C, 3'OVERHANG 4.5"ROOF PITCH ..i��R19 INSULATION i^ 2"x 10 16,D.C. R19INSULATION �_ _tl��-"-"-�"Y� R19 INSULATION✓�.i��� R19�INSULATIONJ• � R19�INSULATIO - - HEADERS ❑❑ ®❑ I h tf III �\ ❑ ❑❑❑ M ❑❑❑ ❑❑❑ t 12' � o❑ ❑oao� ❑ofl000a❑ � 000. 10' A-1 - A-1 A-1 A-1 ... .. ... 1 i9 'CLAPBOARDS— 000 2446 9 10D K 8 I I_— . R19 INSULATION . .. ... .. ... ... 2"X 12"O.H.. 14"CONCRETE SLAB 4 . TWO CAR GARAGE ELEVATION 8"CONCRETE FROST WALL y _. ... SONO TUBES .. ... .. .. 8"X 16"FOOTING 4"CONCRETE BASEMENT FLOOR . _ 2"X 6".STUDS THROUGHOUT. . .27' . g0' 8' WINDOWS z 28".x 2e'!)... 1 3/A-1 DOORS .. .. ... ... 6 3'Wood/Screen Doors . .3 .6068 Sliders 2 3'Front Door z 9'W X 8'H Garage Doors . FRONT ELEVATION.. 1 6'W x 8'H Garage Doors .. - .. ... ... ... ... ... 1 3'Fire Door to Garage .. .. ., - .. April 2010 plans for E 11'6" Christopher and Carol Olsen 0 1 2 3 4 5 6 7 8 9 10 26 Trudy Lane SCALE 1/4"_2,0„ Cotuit, MA 02635 page 4 33'. RIDGE VENT ... .. ... .,. E 28'. - E i2"x8"RAFTERS O.C. BIRD'S MOUTH 6"X 10". 6"ROOF PITCH R38 INSULATION RIDGE VENT r 12 32' R19 INSULATION T_ �12 - 6"ROOF PITCH n ❑❑❑ - 8 i ❑❑v. ❑❑ - ❑❑❑ ❑❑ ❑❑❑ 2 -. . ❑❑ ❑❑ ❑❑ ❑❑ 17101171 d STUDS 2"X 6„ . ASPHALT JET SHINGLES .. ..I 28' A-1 A-1 Al Ai A1. a SHINGLES ON SIDES AND REAR OF HOUSE 2446 . II R13 INSULATION�I, I, j - - - 3"ROOF PITCH VENT ROOF 10' s BOOKCASE WALL 18"rl QC. . R19 INSULATION ,. �� "-- ww`.2"x 10" 16" R19 INSULATION ._. O31 -. 10"O.H. ^❑r❑ ❑❑❑ ❑❑❑ In❑I❑❑ ❑❑❑ ❑❑❑ �Ilfn t't ❑❑ ❑❑ 8 ❑© ❑❑ VENTS - OPEN' - l�sLIDER 6�a� 000 {�.�� ��� ��� I i, .. ❑❑❑ ❑❑ 11 . GGGG7777�[.'1I u DECK ❑ 10 ❑❑ . A- I� 2446 2446 2446 2446 E 6, A�1 .1�6 � ... .. ... - R13 INS. - - DECK RAIL - 26' . _ _ ... ❑❑ ❑❑ ❑❑ ❑❑❑ ❑❑❑ ❑❑ 8 ❑❑ ❑❑ - pp SLIDER 6068 I ' A-1 A-1 A-1 0r� A-1 A'I A-1 FULL CELLAR 20' . 4"CONCRETE __ 2"X 6"STUDS THROUGHOUT frost�vall for scr- Pbsts BASEMENT - - FLOOR ... .. .-SONG TUBES. ... .. .. - - .. 80'. - . 6' < .9' 72" E-36"—> E 36"—> E 36"-> E 30"> E 30"3QW- .. ❑© W - ❑❑ - 96" .. . SLIDER 606�8 60" ��� 80„ 80" 58" . _ l 139 ❑❑ I n-1 - _ _ REAR.ELEVATION ❑❑❑ ❑ ❑ � ❑❑ ❑ ❑❑❑ to match - ❑❑ ❑ ❑❑ ❑ ❑❑❑ 2446 2446 - ... ... .. April 2010. exterior doors- exterior doors - _ 6'overhead,garage door _ - -9'overhead garage door plans for . with light panels with 15 lights and interchangabie screenpanels .I I I I I I I I I I I Christopher and Carol Olsen o i z 3 4 5 fi 7 B 9 io 26 Trudy.Lane SCALE 1%4"=Z.o" Cotuit, MA 02635 page 5 RIDGE VENT - 32' INCLUDES HURRICANE BRACKETS 12 AS NEEDED FOR STATE CODE REQUIREMENTS �6 ASPHALT JET SHINGLES 115 1 � RAGE ROOF I. I � 12 i i 12 3' CD 3/4"T&G PLYWOOD - 19 INSULATION .2"x 10" 16-O.C. 1119 INSULATION - - - - - - 10"O.H. _ FIRE CODE SHEET ROCK ❑0 3 130 V N s ©000❑ ®L [ 0� FRONT . onc R13 INSULATION - _b.n A-1 A-1 . 2446 .2„X 6"P.T.SILL 3/4"T&G PLPLYWOOD _ 13 INSULATION R with sill seal 6'WIDE X,'CHI H .H,DOOR anchor bolts R19 INSULATION R19 INS.�� "x 10" 16"O.C. 2"X 12"O.H. 4'CON RETE APRON 4 4"'CONCRETE SLA 4'CONCRETE APRON ... ... ... .. .. .. ... ... ... 8"CONCRETE _. .. .. .. .. .. .. . 3-2"X 10"HEADER .32' - 4"CONCRETE BASEMENT FLOOR - - - - .. ... ... ... .. .. 8".X 16".FOOTING .. .. .. .. - - 40' LEFT SIDE.ELEVATION April 2010 plans for Christopher and Carol Olsen 0 'I 2 3 .4 s 6 7 8 9 10 26 Trudy Lane. SCALE 1/4"=2'0 Cotuit, MA 02635 page 6 . 32, RIDGE VENT .-. 2"X 10"RIDGE POLE _ .. . 12 12 - - FRONT 6 �6 RIDGE VENT BIRD'S MOUTH 6"X 10" ... .. .. .. �:/'�/�R19 INSULATION 2"x 10" 16"O.C. 13 . ASPHALT JET SHINGLES - - 4.5� F3 A_1 81 .. CATHEDRAL CEILING - 20' 6"9E 8"BEAMS 12 ... .. .. .. ... .. N LIVING R00 - 12 ONLY I M AREA 3 1/2"CDX1 6� Ili wrap aro nd.ph;roof N� R19 INSQQ� J�2"x 10" 16"O.C. R19 INSULATION ✓� ,�tON',„- - t o 3' ❑�❑ C I��� PH ,.� 7R2�6 10"O.H.n ON A_1 8�„y - 8'_ R13 INSULATION - - . R19 INS. 2"x 10" 16"O.C..n/• - - . . PLYWOOD ❑❑ ❑❑ A'1 ❑❑n❑. SONO TUBES - - . 32' 4"CONCRETE SLAB _ .. _ ... .. PATIO. -- - — - F X 16"FOOTING - `E B' 26 T for k�6' ONO TUBE o deck posts 40, FRAMING DETAIL DECK F G �.6•�- �I .. ... 3"X3"TRIM BOARD.� T ... ... .. .. .. _ - EAT IDING I 3'M N. SHEATHING S . P.T.5/4 DECKING 4x4 ALUMINUM SPACER - - - 2x8HEADER 2"x-8"'BEAMS - 8' � 2"x 8"DECK JOISTS 16"O.C. - -.�. �.�. .. ... .. .. .. .. .. ... ... METAL JOIST ... .. ... .. AIR SPACE HANGER AT . _ EACH JOIST GALVANIZED NAiLs s BOLTS RIGHT SIDE ELEVATION METAL POST ANCHOR 4x5 WOOD POLE 8"DIAMETER CONCRETE '•I T April 2010 - U 8 MIN. plans for - . .MIN.4'BELOW GRADE y/ �. Christopher and Carol Olsen � III � III � II 0 1 2 3 4 5 6 7 8 9 10 26 Trudy Lane _ SCALE 114"=27 Cotuit, MA 02635 page 7 48' - 20, 6"x6"POSTS a I " FLARED " .. SONG - � i I SCREEN ROOM ABOVE 8'X 16' OPEN DECK ABOVE 8'X 12' TUBE @\ "STEEL'BEAM 12 X45L85 �:_.. 3 60685LIDER A-1 J A l ^I A;i i ! f 3 } TOP FLOOR Q, -2"X 10"JOISTS,16"-OC.1TAJ pp i »1 III )t9 f y : :8-CONCRETE z 4'FROST WALL I �� .1 � `. ! with 8"x 16"footing - 8. ° I - . 8"CONCRETE 20" r 26 with 8"x 16"footing 6"x6" POSTS. BLOCKING STE BEAM 12"X 45LBS_ - -- STEEL BEAM 12"X 45L85— BLOCKING _ ... ... .. ... ... DOWN. T '. �� ... .. .. .. UTILITY AREA 9.6;TREADS = 8"RISERS PORCH FRAMING DETAIL I I 6"x6" _ 32'. .. FFF i GARAGE FLOOR 4'CONCRETE SLAB __— — -- - HURRICANE BRACKETS AS REQUIRED BY \ FIRST FLOOR DECK ABOVE 2"X6" C. 6' FLARED ... .. 2. .CODE.. .. ... ... \. .. ... 6, ... ... ... ... .. TUBENO -- - X - 619. 6' I J — — — .''L �•iI ( ` _ . . _ ��� 12-OVERHANG 2LSA _ 9' 3'� 3G 9' 2'9"3 1 ^�2T �—8'4"�� T8" 4'6��� - - - .- 23'x 4'CONCRETE APRON 6 . ^' .. .. !G SIDING QJS INCLUDES ANCHOR BOLTS AS NEEDED FOR STATE CODE REQUIREMENTS SHEATHING. P.T.5/4 DECKING.- - - 4x4 ALUMINUM SPACER 2x8 HEADER 2"x 8"DECK JOISTS 16"O.C. - 2-2"-x 8"BEAMS - - UPDATED FOUNDATION PLAN Z .. ` METAL JOIST - `�` lVl IWIX HANGER AT AIR P CE EACH JOIST -7- GALVANIZED NAILS&BOLTS 0` ,�ti� April2010 . METAL POSE ANCHO - - _ dAICF9ELE plans for e Sic-l�sr�r� ONS EETE m CUDILO , I I I I I I I Christopher an •,�yR'7FROST WALL CONCRETE ph d Carol Olsen 8" -MIN. - _ _ 0 N..34774. ✓'� - - 6 7 - MIN.4'BELOW GRADE- W STRUCTUL 0.1 2 3 4 5 8 9 10 26 Trudy Lane CONCRETE . �Q- SCALE 1/4 =z'o" COtUIt, MA 02635 page. 8 FROST WALL .- Combination Smoke and Carbon Photoelectric FE A�I FF—FF-- '-- Photoelectric 20'from Bath and Kitchen Heats in Garage and Kitchen �lz--7�)/6 FetL �o 17( ©� RIDGE VENT. DOUBLE LVL RIDGE BEAM with engineer's stamp 12 6 2„ x 8„ 2." x 8,, 8, E 20' S L BEAMWith i er t 16' 8' . . . STEEL STEEL BEAM with engineer's stamp STEEL COLUMN . 8' . 11` COLUMN m STEEL BEAM with engineer's LALLY LL stamp - COLUMN C LUM April 2010 plans for I I I I I I Christopher and Carol Olsen 0 1 z 3 a s 26 Trudy Lane SCALE Zia"=1'o" Cotuit, MA02635 page 9 F a"- CONCRETE SUPPORT PAD DOUBLE LVL RIDGE BEAM with engineer's stamp 0 00 2„ x $„ F O I EUI ❑❑❑ 8 8., 8, �❑ �❑ 11' LL April 2010 plans for I I I I I I I I I I Christopher and Carol Olsen o 1 z s a s 26 Trudy.Lane. SCALE 1/4 ro^ Cotuit, MA 0205 page 10 32' RIDGE VENT DOUBLE LVL RIDGE BEAM with engineer's stamp 12 �6 0 0 26' 9' 12 4.5 12 3 12" HEADERS . 81.. STEE BEA wit eng leer's st p 81 8' Ll 4' C.ONCRETE APRON 4„ CONCRETE SLAB April 2010 plans for I I I Christopher and Carol Olsen 0 1 z s a s 26 Trudy Lane 1. . . SCALE a"=1�0 Cotuit, MA 02635 page 11. i RIDGE VENT �. 28, DOUBLE LVL RIDGE BEAM with engineer's stamp BIRD'S MOUTH 6" X 10" p�pp�pp�pppppp 12 12 RIDGE VENT RIDGE VENT „ X R1D.GE.1:OLE -- - — 12 1 8 12 0.5 3' O ERH NG f _ - 1.2" .HEADERS STEEL 1: =-AP wit ngi er's:sta 8' 8' . g' 2-6,. 71 2" X 12" O..H.. STEEL BEAM with engineer's.stamp STEEL BEAM with engineer's stamp 4" CONCRETE SLAB 4' April 2010 plans for Christopher and Carol Olsen o>} - o f z 3 a s 26 Trudy Lane - scaLE SCALE 1/4 =17 Cotuit, MA 02635 . page 12.B R _ _ DOUBLE LVL RIDGE BEAM with engineer's stamp Tr r I i I I I I I L I I I I I I I I --I - DOUBLE LVL I RIDGE BEAM .I with engineer's stamp I i I r I I k I. I I . I X 1EAM1 I I I I I j I I _ _ I I I I I I I I i I I i i I 6 L t April 2010 ------------- ------------- plans for Christopher and Carol Olsen o 1 z s 4. s 26 Trud Lane ` s OF TO SCALE 1/4„=1'0„ . Y i C otuit, MA 02635 page 13 B _ RO POR H f' _ 3 3' RIDGE VENT DOUBLE IDGE BEAM with engineer's stamp. BIRD'S MOUTH 6" X 10" t. mom �000000 RIDGE VENT 8' 11' STEEL A with en 8' 's stamri 8' 11': t 10, 1 11 H �1� di STE L BEAM h engineer's slamr STEEL BEAM ivith ngineer' starTp 4" CONCRETE SLAB. 8' � . April 2010 .plans for Christopher and Carol Olsen ONCRETE � z 3 o a s 26 7rudy Lane_. 4 C r�7 [11 BASEMENT SCALE ua =,-o� Cotu'it, MA 02635 page 14.B FLOOR I -- - I 1 2'-s 1/z` NOTES: - .^ INLET & OUTLET COVERS TO BE �2'-2 1/2" Revisions BROUGHT TO 6" OF FINISH GRADE. I 6 1. CONCRETE - 5000 PSI MIN. Locus A' �, A STRENGTH ® 28 DAYS r( TEST PIT # 1 GIRD. EL. 35:6 TEST BY: A.H. OJALA, P.E. _ 1i'-o" 6" s" MIN s• N REINFORCEMENT rn'S 2-27-08: UPDATE SAS TO 2006 CODE GW. EL. N/A WITNESSED BY: SAM WHITE �- to'-o" ) I COVER 2. STEEL RE ORCEME ASTM A-615, GRADE 60 trad _ J� Point/�.1 .YLo ,_. .._ + CHANGE TO 4 BEDROOMS ne l� WI N ASSOC.I . NONE Y: A.M. LSO DATE: 3/12/03 MOTTLING EL :CERTIFIED B "•a•oF'AIR sPncl TYP.�- i 24" DIA MANHOLE COVER t 0•.Tfi" FLOW-.TOP. OF TEE :- � 3. COVER TO.STEEL - .1" MIN. i ELEV. SURFACE SOIL SOIL SOIL SOIL FINISHED GRADE J\ Leryis pa,d Rd 35.6 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER - - a 1 20" B� .1 1 w xTENSION ' ' 7CA - ;r, 10 0. noPLAN VIEW FLLL AND LOAM INLET 4'-1" .• : ... :,.. . ..;.•;,.• ;" C a TEE LIQUID DEPTH „0-3 O/A LS 10 YR 2/1 N/A 4 PERFORATED PVC S=0.00535.35 6" MIN. 3/4" TO 1-1/2'STONE 5" DIA. KNOCKOUT 5" DIA. KNOCKOUT DSTYP TYP C o t u i t0 5 32" BoY 8 MS 1 YR N A ,; �o3"PRECASTCONCRETE SEPTIC ANK • BOTTOM...ON LEVEL.STABLE��BASE o. �_ CTIVE 34.93 REINFORCED WITH STEEL PTH 8-29" Bw LS 10 YR 4/6 N/A CROSS SECTION VIEW LEVEL BOTTOM f 33.18 PLAN VIEW O O + N a .moo; �� \ -�- 1'-3 ,� � Q of Or �� B/uff \\ `` 3 1l Point \ 3) INLET AND OUTLET TEES TO BE CAST IRON 7,9 45-0" m " NOTES OR SCHEDULE 40 PVC, f" 8" 29-130 C M/C 10 YR 5/6 N/A 1) SEPTIC TANK TO WITHSTAN6 H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. A. 24.77 UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED PROFILE BOTTOM WAYS, WHERE BY H-20 LOADING SHALL APPLY. 4„--I I-- �" d o (� WATER OBSERVED ® PERC RATE: 2 ALL PIPE CONNECTIONS AN CONCRETE CON- NO. OF GALLONS: 1500 LOAM AND w O // Cotuit �( Sompsons TOP PERC HOLE ) SEC SECTION A-A SEC SECTION B-B ' "` NONE 0 70" < 2 STRUCTION TO BE WATERTIGH 2% MIN. FINISH GRADE SEED o l/ High/ond ® /s/oonnd� MIN./INCH K DETAIL DISTRIBUTION BOX DETAIL 12 SEPTIC TAN DE L � DB-5 W/ BAFFLE .. _ •� �Loop NOT TO SCALE - NOT TO SCALE MIN. `� Beach TEST PIT # 2 GIRD. EL. 31.9 TEST BY: A.H. OJALA P.E. 2'-6» 2„ MIN. OF GW. EL. N A WITNESSED BY: SAM WHITE INLET & OUTLET COVERS TO BE BROUGHT TO I H GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AREA 2'-0" 1/$ TO 1/2" �- FINS G D WASHED STONE I DATE: 3/12/03 MOTTLING EL. NONE CERTIFIED BY: " A.M. WILSON WITHIN 6" OF FINISH GRADE 7- 3'-0"i s" MIN. /► ELEV. SURFACE SOIL SOIL SOIL SOIL 4" PVC SCH. 40 36' MAX. 3s" MAX. TYP. CLEAR 3/4" TO 1 1/2" DOUBLE LOCUS MAP 31.73 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER (TYP.) COVER FIRST TWO FEET TO COVER L=45' S=0.005 ft/ft (TYP.) WASHED STONE (NO FINES) BE LAID LEVEL 27.52 NOT TO SCALE 7 a o / 5.52 CROSS SECTION VIEW 0-2" O+A LS 10 YR 2/1 N/A 28 5 1 '' .� - Assessors Map 21 Parcel 104 31.9 30. _: 1500 GAL. 7.7 SEPTIC TANK 28.32 :. . ,� ASSUMED SEASONAL MAX. EL. 120' 2-6 E MS 10 YR 5/3 N/A (MIN.) 31.4 LEACHING TRENCH AT TLAND UMIT)* FOUNDATION QOGW: (ON 3/12/03) f9.83' 6-26 Bw Ls 10 YR 4/s N/A �-- To BE INSTALLED oIv A SYSTEM PROFILE LEACHING DETAIL DESIGN ANALYSIS 29.73 LEVEL & STABLE BASE. NOT TO SCALE REGIONAL GW_ f 8.Q' NGVD* NOT TO SCALE DESIGN FLOW: 26-120" C M/C 10 YR 5/6 N/A 110 GPD x 4 BEDROOMS = 440 GPD 21.9 BOTTOM Map 21 Parcel 99 WATER OBSERVED ® TOP PERC HOLE PERC RATE: I SEPTIC TANK REQUIREMENTS: NONE _® < 2. MIN./INCH = 1`` / (200 %) x 440 GPD 880 GPD ALSO SEE SHOVEL PIT LOG ON THIS SHEET Project Title / � USE 1500 GALLON TANK ZONING SUMMARY ZONING DISTRICT RF RESIDENTIAL DISTRICT / / / �h / / / / LEACHING FACILITY REQUIREMENTS: 26 / / / / / MIN. LOT SIZE 43,560 S.F. -(44o GPD) / ( a74) = 595 S.F. MIN. LOT FRONTAGE 150 Mop 21 Parcel 98 MIN. FRONT SETBACK 30 MIN. SIDE SETBACK 15 / / / Ma 21 Parcel 103LEACHING FACILITY PR V 0 ID/ EDLane MIN. REAR SETBACK 15 / / / / .� / / / / P / / WETLAND SETBACK 35 / / / / 2[(3'w x 45'1) +2(2'h x 45'1) + 2(2'h x 4'w)] = 654 S.F. RFPD OVERLAY 2 AC. ,�� / / 40. / / / ^� (SEE ZBA VAR. 2003-115) i / �yo / / i // / / / / , / / / / / / / / (654 S.F.) x (0.74) 484 GPD / 4.,/25 NOTES: / / / / }� / / / / / / / • // // / / // / f/ / / �/ / / / 1. EXISTING CONDITIONS SHOWN HEREON ARE THE RESULT / / / / / / / / l i / l l l / ,�,� - co l) tl OF AN ON THE GROUND---SURVEY PERFORMED-BY DOWNCAPE- l / 80?. NOTES - ._ / / / / / / / o _ / � � _ ._ 1_.,Li SS.-QTH R.WJS NOTED, I/ � _ f _. __ .. _, l l NLE E E �D, ALL CONSTRUCTION _-• - ENGINEERING INC. ON MARCH 11, 2003. ...- / / / / . -- - / / � � / / � , --C / / / / / / 1 / / / METHODS AND MATERIALS SHALL CONFORM TO i / / / / / / 1 / / TITLE V OF THE STATE ENVIRONMENTAL CODE AND 1 ma 2. DEED REFERENCE:, DEED BOOK 5055 PAGE 15 REGISTRY / / / / / � / f I ! / / / / / / � i K TOWN OF BARNSTABLE RULES AND REGULATIONS, DISTRICT OF BARNSTABLE COUNTY. i / / , }l I l / / // � / / / i I ' ' I ' / / / !/l / / /I �/ ,' All `�oq I / ^ , 2. GROUT TO BE USED AT ALL POINTS WHERE PIPES 3. ELEVATIONS ARE BASED ON N.G.V.D. /� / �` / 1 / // / // / / _tozie� / I I I I ' I + ( '!l l l 11 l /. / �/ WF Al ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 5r,( / / Il 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE J _ w ! re3 per #1 /°�'�°oo p�e�`e / ► �°ID' uft� I I I / / / / �'// �; �,, , APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE FIELD. f ' / � i I -� We tal I / / / i I 3. ALL SHI NTH JOINTS IN SEPTIC TANK SHALL BE �� p / F ds I � �� I'�\ SEALED WITH NEOPRENE GASKETS OR ASPHALT Prepared For I I ! / d,1, �,. / - CEMENT Wa g4itel l / � �F / I I 1 � I I } I i/ � I ITO PROVIDE A WATERTIGHT SEAL. Utl/t/es/ \ \ 1 / Test o/e.,¢� I I I 1 ' 5. CONTRACTOR RESPONSIBLE FOR PLACING SILT CONTROL / A ' E/.= 1.9 /247- / 1 I I I I I I $0' Bu fer _ / 11, I1, 4. PRECAST CONCRETE SEPTIC TANK DISTRIBUTION THOMAS + SUSAN PRIOR TO ALL OTHER WORK INCLUDING CLEARING + /c ' , \ \ \ \ / ! / / I I I I I ' } 1 tl�„ s BOX AND LEACHING FACILITY TO WITHSTAND H-10 --.� ,l _ LOADING UNLESS UNDER PAVEMENT, DRIVES OR GRUBBING. � _ _ � � \ \ \ 1 I / I ! i I I I I � II i I II j � i � .,I,, Edge o� c' G \ \ I "� / / ! / I I I I I 1 I I I I ►/ + } = TRAVELLED WAYS WHEREIN H-20 LOADING SHALL CADZOW 6. STRUCTURAL ENGINEERING FOR RETAINAGE TO BE I I ` I I I II I WF A2 APPLY. �,� ; \ � 1 ! � � / I I i I 1 i l I I 1 1 ; � \ ,,�,, Lit PROVIDED BY OTHERS. TrI. I ' I I I , I I ' 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE /�/� o 0 1 1 1 11 ( / n / I I I } 1 II l II I I 1\ \� \ \\ ,,II, = SCHEDULE 40. 20 Rascally Rabbit Roc !,� a 1 f I , rt = 47, 100.± S.F. Marstons Mills WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B �� o - I I I / z / I I 1 I 1 I ' 1 ` 1 \ \ �\ \ \ '0 0r 6. WASHED CRUSHED STONE SHALL FREE OF ALL 02648 HORIZONS) TO BE REMOVED AND REPLACED WITH SOIL - @ 1 I d I I I I I \ \ I , \ i1• DIRT, DUST AND FINES. CONSISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 1.08E Acres MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS I I / 1251 Min. \ \ \ \t t\ \ '4 7. AT ALL POINTS OF INTERSECTION OF WATER LINES OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL _ I / III I / \ \ - \ 1 \ (o ,11, AND SEWER LINES, BOTH PIPES SHALL BE CON- SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A 1 STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO USING A 4 SIEVE SHALL BE PERFORMED I o + " \ \ _ SIEVE ANALYSIS, # I I / I 1110 tn.I ON A REPRESENTATIVE SAMPLE OF THE FILL UP TO 45% BY WEIGHT 1 ��' 1i' BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. Y RETAINED IL THE 4 SIEVE. I I I \ \ \ \ \ \ ; 11 \ \ ,,�1, A. M. Wilson Associates Inc. OF THE FILL SAMPLE MAY BE # I / I I� ` / T / I \ \ \ 1 1 \ \ 011, 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF / / ! I I I w I / I \ \ \ \ \ = 508 420 9792 FAX 420 9795 \ \ 1 Shov Pit "� MANUFACTURED BY ROTONDO OR AN EQUIVALENT THE FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST C ) / / / ! I I I I / / I ( I \ \ ' \ \ \ \ \ 11 '1 \E1.=1f.5 WI A3 MANUFACTURER. - DEMONSTRATE THAT THE MATERIAL MEETS EACH OF ;� / / ! / // \\ �1, Drawing Title THE FOLLOWING SPECIFICATIONS: / / / / I v, I Z 1 I , \ \ ' \ \ \ \ ` �` \ \ tit, 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING EFFECTIVE THAT MUST / / / / // \ o I \ \ \ \ \ \ \ 1 ` AREA AND BACKFILL WITH :MATERIAL AS DESCRIBED SIEVE SIZE PARTICLE SIZE PASS SIEVE ; / / / // �`� I \ 1 1 1 c I I 1 \ \ \ , \ \ 1\ *-� \ \ 4 4.75 MM 100% Zvi\ I \ \ \ 1\11, 1 \ \ ` I,. 0 , ON PLAN. 1 0 50 0.30 MM 10% - 100% k°/ / // I \ \ \I ' \ o \ \ \ \ \ \ ��� \ \ 1 '• '�' I,. 180 Map 21 Parcel 15 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO 100 0.15 MM 0% - 20% ' 0 0.075 MM 0% - 5% / / / I \ \ 9 \ \ 1 \ \ \` \ \ \ \ ` �� \ _ - OPERATE OVER THE LIMITS OF THE SEWAGE DIS- Barnstable Canservotion Lond # 20 \ / // / I _ \ \ \ \ \ \ \ \ \ �� \ \ \\ POSAL SYSTEMS DURING THE COURSE OF CON- \ WF A4 _ 1,, .,i1, = STRUCTION OF THE SYSTEMS. Q�L SHOVEL' PIT LOG 11. NO FIELD MODIFICATIONS TO THE SEWAG E DISPOSAL Suhsurface p INVERT ELEVATIONS // 1 I 1 \ \ \ \ \ ` \ 1 \ ` } I \ \ \ \ \` �\ \ \ \ = WITNESSED BY: wI��ARO BAKER. E.F. -SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN \ \ \ \ } 1 \ \ �\k } DATE. 3/12/03 APPROVAL OF THE ENGINEER AND THE LOCAL 4" INVERT AT BUILDING 30.00' ' \ \ \ \ 1 \ i \ \ , \ \ I \ a \ \ ` 1 I 1 1 1 �\ �\ \ ( \ \ ELEV. SURFACE SOIL BOARD OF HEALTH. Sewage 28.5T I I \ ` \ \ � � } li, DEPTH HORIZON OTHER 4", INVERT AT 1500 GAL. TANK (IN) I I \ 1 \ \ ` i j I` \ \ \ �\ �` I \ I1, 12.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY 28.32' I \ `79O•fr'1 1 1 \ 1 1 II I \ i 1 \ 1 \ \ \ \ = 12.50 4 SNOW COVER TITLE V. Disposal 4 INVERT AT 1500 GAL. TANK {OUT) 1 1 11 1 `I I } I 1 1 f1 \ \\ \ SANDY 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY �, 28.12' / BENCHMARK: \ 11 I I I \ \ �\ �\\ \ \WF A5 0-5 0 HEMIC TITLE V AND AN AS-BUILT PLAN 4 INVERT AT DIST. BOX {IN) 1 I 12.08 1 1 d O \ OF THE SYSTEM MUST BE OBTAINED BY THE Design TAG BOLT ON HYDRANT � � ' I I ' 1 1 0\ � � ,,I;, 110 ELEVATION = 45.0 \ I I \� �� \`✓' 5-6" A COARSE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. 4" INVERT AT DIST. BOX (OUT) 27.95' # Mop 20 Parcel 139 � \ l } I I I \ � \\ �`�\\��\ \� \\ �% .,i,; 12.00' SAND 14.THIS SYSTEM I N I INVERTS AT LEACHING FACILITY: \ �, E S NOT DESIGNED FOR A GARBAGE ., \ �\ \ �\ \ \\ \ \ \\����� � '\ 6-25" B SAND DSE LOAMY DISPOSAL UNIT. 4 INVERT AT BEG. LEACHING FACILITY 27.75' \ \ \ \ \ �� `` 11.46' �3� - _ A \ ` \ \ \ \ \\ \ COARSE SAND 15.ALL UNDERGROUND UTILITIES SHOWN WERE C©M- - \ \ \ \ \ \ 25-36" C WATER 0 32" PILED ACCORDING TO AVAILABLE RECORD PLANS \ O \ �,, 9.50 AND ARE APPROXIMATE ONLY. SEE CHAPTER 370, 4" INVERT AT END \ - LEACHING FACILITY 27.52' i' � �L, \ ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. ZI € Vp 20 Parcel e \ 1i WE ASSUME NO RESPONSIBILITY FOR DAMAGES ELEVATION AT BOTTOM � \ INCURRED.AS A RESULT OF UTILITIES OMMITTED OR OF LEACHING FACILITY 25.52' \ \ \ �„ INACCURATELY SHOWN. THE APPROPRIATE PUBLIC \ \ i,, ENGINEERING DEPARTMENT SHALL BE CONTACTED AS Date July 11, 2003 Drawing N I1, WELL AS DIG SAFE (PH. NUMBER 1-800-322-4844) 9 o• \ _ OBSERVED GROUND WATER ELEVATION (OGW) 9.83' IN SHOVEL PIT (3/12/03) \ \� - Desi n A.M.W. 2-2-'T -q �j� \ �WF A6 A.M.W. " *ASSUMED SEASONAL MAX. GW AT `BVW LIMIT 12.0 `v Scale:l = 20 Check . 1 TOWN GW MAP BY GAHRETY + MILLER 1992 Drawn J.V.B.\ Job. No. 2.1253.00 SHOWS REGIONAL GW AT f 8 \ 0 10 20 30 40 50 FEET �.. ------- ----- ---- __--_--_____-_--- -- Last Rev. Feb. 27, 200$ of 1