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1220 MAIN STREET (COTUIT)
� �e� `�� ��; :. � �} �j •�1 !. I I �0 C��tz7��(GH�� ©F Q I _ ,: Parcel Detail Page 1 of 4 " E 4 t y a ,t5 r w m, �y i75 Err n Y gg i w't t1AI 15'rnhl L ` -4 r '�; „dt�� s"a. '�:7My''�.4. Fn M Logged In As: Parcel Detail Wednesday, November 4 2009 Parcel Lookup Parcellnfo Developer(- Parcel ID 033-013 I Lot Location i 1220 MAIN STREET (COTUIT) Pri Frontage Sec Road Sec Frontage Village I:COTUIT Fire,District COTUIT. Sewer Acct �' Road Index 10951 Asbuilt Septic Scan: Interactive4 , 3 I 033013 1 Map Owner Info Owner,EGAN, THERESA A, TRS ( Co-owner ITHERESA A. EGAN LIVING TRUST Streetl 'P.O. BOX 42 Street2 , City 1COTUIT -- �. State MA zip 02635— — Country I o Land Info _..-.. Acres i0.54 use Multi Hses MDL-01 :. Zoning I RF Nghbd 10112 Topography i Level —� — Road I Paved utilities'Public Water,Gas,Septic J Location i 7, Construction Info Building 1 of Year1880" " -i Roof; g -Mansard Exe Mood Shingle Built! - Struct _ Wall i, Effect'----------------_._.—. Roof AC Area 12995 I CoveriASp'h/F GIs/Cmp Type(Central I `�--- style,Colonial nt i Wall Plastered Bed Rooms i3 Bedrooms I ff Int 1 � _ Bath ( -.�..... ..,�.._ _....-. ,, Model ;Residential , i Floors Rooms '2 Full + 3H I r-- -------------------- Heat .._.__. _-_____—__— Total ;�____._.�_..._.__._._._.. Grade;Average Plus Type!Hot Air I Rooms l I http://issgl2/i6tranet/propdata/ParcelDetail.aspx?ID=2081 11/4/2009 Parcel Detail Page 2 of 4 BMT15701 Q' 41DK v Heatr____..____ Found- Stories �K Fl1S�; Stories 2 Stories :Gas iTypical I �, Fuel ation rr �Rix! I Building 2 of Year 12006 .__._-._.) Roof Mansard Wood Shingle Built Struct I Wall ` ------------ Roof Effect ; -----.._.. : _ AC Area 11283 - __� Cover(Wood Shingle Type,Central an�� Style;Garage/Quarter wall 1Plastered — Rooms I1 Bedroom J Model !Residential Int j 1 Bath I F Floor - - -- Rooms 1 Full Heat Total Grade'Custom --- Type iHOt Air ----� Rooms Heat! Found- Stones; Fuel Gas ation Permit History _ Issue Date Purpose Permit# Amount. Insp Date Comments 11/15/2005 Demolish 88371 11/29/2006 00:00:00 GARAGE 11/15/2005 New Construct 88374 :' $129,984 12/29/2006 00:00:00 ' QTRS/GAR 08/08/2003 New Addition 70698 $200,000 10/08/2004 00:00:00 V'Y Visit_History Date Who Purpose 11/02/20.09 00:00:00 Nancy Finch In Office Review 03/24/2009 00:00:00 Karen Perry In Office Review 03/12/2009 00:00:00 Jeff Rudziak Abatement Review 01/22/2009 00:00:00 Denise Radley In Office Review 05/30/2007 00:00:00 John Greene New Construction 11/29/2066 00:00:00 Martin Flynn Bldg Permit Completed 03/28/2006 00:00:00 Martin Flynn Call Back'Next 05/27/2005 00:00:00 Paul Talbot Drive by inspection only 10/08/2004,00:00:00 Martin Flynn Meas/Listed-Interior Access 04/26/2004 00:00:00 , Martin Flynn Call Back Next 04/27/2000 00:00:00 Paul Talbot 3rd Visit-2nd Notice Left • http://issgl2/,intranet/propdata/ParcelDeta.il.aspx?ID=2081 11/4/2009 r Parcel Detail Page 3 of 4 04/20/2000 00:00:00 Paul Talbot Permit Entered 04/10/2000 00:00:00 . Paul Talbot Meas/Est Sales History _- Line Sale Date Owner Book/Page Sale Price 1 03/03/2008 EGAN, THERESA A, TRS 22718/41 $100 2 10/25/1996 EGAN,THERESA A 10452/121 $260,000 3 02/15/1995 BODEN, LOUISE G 9560/027 $1 4 BODEN, MARSTON H & LOUISE 3078/321 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2009 $521,600 $5,700 $0 $745,800 $1,273,100 2 2008 $548,800 $5,700 $0 $730,600 $1,285,100 4 2007 $362,700 $5,700 $13,500 .$730,600 $1,112,500 5 2006 $336,100 $5,700 $14_,100 $695,000 $1,050;900 6 2005 $178,600 $2,300 $14,600 $591,500 $787,000 7 2004 $149,500 $2,300 $14,900 $480,600 $647,300 8 2003 $134,500 $2,300 $15,500 $192,500 $344,800 9 2002 $134,500 $2,300 $15,500 $192,500 $344,800 10 2001 $134,500 $2,400 $15,500 $192,500 $344,900 11 2000 $127,900 $2,300 $16,300 $115,800 $262,300 12 1999 $127,900 :$2 000 $13,700 $115,800 $259,400 13 1998 $127,900 $2,000 $13,700 $115,800 $259,400 14 1997 $116,500 $0 $0 $108,100 $233,700 15 1996 $116,500 $0 $0 $108,100 $233,700 i 16 1995 $116,500 $0 $0 $108,100 $233,700 17 1994 $119,700 $0 $0 $104,200 $234,200 18 1993 $119,700 $0 $0 $104,200 $234,200 19 1992 $136,400 $0 $0 $115,800 $263,900 20 1991 $165;600 $0 $0 $115,800 $302,500 21 1990 $165,600 $0 $0 $115,800 $302,500 22 .1989 $165,600 $0 $0 $115,800 $302,500 23 1988 $121.400 $0 $0 $54,700 $191,300 24 1987 $121,400 $0 $0 $54,700 $191,300 25 1986 $121,400 $0 $0 $54,700 $191,300 Photos q httD://issal2/intranet/propdata/ParcelDetail.aspx?ID=2081 11/4/2009 RR M. �S,-�t,'-3i�. f.:�r��a �`z� ,. ���• r.'" ;_t���t�., _3.�. 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I•# A� F t.C�: . ��'•x_tl,{nzt'c-t s�. f 'S;v�r ,�4 t,� X�}n yf 7�6}S 3.. ca :�-''t�.,.xx t �w x� a.., "`7''NS�.� ikr:.'��� �,!4 el:'S�- se��'.�•`4},���'��'U}�j ':•-�..a c. ap'tj1�. &t�} -F}5{fl'�Y �7'`-.`p}�..3''b'� '.a'v �� r`J 1,y d�'rs,�' (,�„"�c`.st" :. ���c£�s�,,2 "�`ri�`�»war rY�!*.�t f; t,c `'' it '`�7��'> �,��:afi$�Y� �, v �` a;+t. �',�vs�. •,sue �t� � f �r , �,rp �3a 6'R4' rfi �}e�� '� +,A y S" a4 C„ .n 'Td•�. � `� !^' `��S(g�.':A. v.,��'IJj'a6. 4 S 5 N.1.sE k qq y r474f2t,K.. i ,. L11Ak: IN 1i 5 � Ab '•.—�4 1 hi s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -71 Map O 3_5 Parcel (P,(3 Permit# SS3 9 Y .H altti Division -5` 7 (�D 1d*_5 'ef fl, , Date Issued $ n 5 Conservation Division EO D A�) Fed Tax Collector V fill LFD 114 61 AlWopication Fee�Cl-E) WITH TITLE.5 Treasurer Y _ A'a"rD- Planning Dept. & mate Z.B•A. l k R Za IZ.,a.Z?• 9 iCheCked in By e Date Definitive Plan Approved b n' Board N.� Approved By Histori Uv PWat1o'h p. Y 1w Project Street Address f CA A'd A/,-�J�T Village Owner �$� Address /��y �l`��.c/v✓� ( �"r; 02& W Telephone J� �' %ark s-f�4r Permit Request � Gr �,� w'� �L-cUli� %i✓ ,GJ/ CJa�CG 7-0 cS�-rT � dG✓ f/�`E�" �� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new o� ®Valuation J1%�. Ldqy Zoning District Flood Plain Groundwater Overlay Construction Type �� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dw,es�r 62q-4e_S r-6p elling Type: Single Family Two Family ❑ Multi-Family(#units) (94�/ Age of Existing Structure 75 Historic House: ❑Yes 3/o On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full 2a/c rawl ❑Walkout ❑Other _ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) y Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: �1 Gas ❑Oil ❑ Electric ❑Other• Central Air: 19Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size / Attached garage:❑existing 1�new size/2-00 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization a Appeal# Recorded Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name-_/4�C 7& v S- ,; o - - - y Telephone Number - Address /�� !� � �� License# 06-0` 7 r !. �2' Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1�2&1/Xdn ; _0• . IVI'V1114-Zi SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - + MAP/PXRCEL-NO. 'J ADDRESS VILLAGE OWNER _. J " ti DATE OF INSPECTION: -- FOUNDATION S z-f FRAME /e �- 3���0-o Q6o �`C � "-� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL E w i r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �LO�1��r� - DATE CLOSED OUT . ASSOCIATION PLAN NO. o •+ The Town of Barnstable o O� BA LE.MASS. ` Department of Health Safety and Environmental Services Ti ASS. 0 a i639' �0 PrEOMP'�a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 - Inspection Correction Notice Type of Inspection FY w'R Location n S�" Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correccorrecting: 1 / v &AA\ �� r 4�t Y\e_fAS r2 Q)6tCe f'k ( p)ts k'� UP-5 I r (0'-G�� V u G� 3 it y 9 Z X 3 d -05 1)ec_k 1SU00L)rA GiCrG,kS" 1 I�n�,s-c np yis►ale Ok-d q oaho C'odc��cz�c Please call: 508-862-4043/�I$-for re-inspection. Inspected by Ak Date htl6c, 1 ne."mmonwealrn of Massachusens Department of Industrial Accidents Office of Investigations A . 600 Washington Street Boston,MA 02111 ' www.mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): e 1- .-Perm Address: �D. �p r A City/State/Zip: Cj?7Ji_74i M4 ad b 35 Phone#: 64)(Y 8'- 'Va/,f you an employer? Check the-appropriate box:. Type of project(required): 1.- I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑ Remodeling ship and have no employees These sub-contractors have S. [] Demolition working for me in any•capacity. workers' comp. insurance. g [] Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required] officers have exercised their 10.❑ Electrical repairs or.additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.[] Roof repairs insurance required.] t employees. [No workers' 13 [� Other comp.insurance required.] 'Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information: r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such kContractors that check ibis box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. _ r am an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site rnformation. , Insurance-Company Name: C/V l4 Policy#or Self-ins.Lic. #: Expiration Date: �/t��ab0(0 Job Site Address: /aao t'/Q t n L%Lr'ee,4 3 D Z(o ,5 Ci /State/Zip: i• , Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of - penalties of a fine up to$1,500,.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi w�ee�r t--he p ' s nd penalties of perjury that the information provided above is true and correct: Si mature. Date: 2• �� -✓� Phone#: wa� jc Official use only. Do not write in this area,to be completed by city.or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.-Building Department 3.City/Town Clerk 4..Electrical In 6.Other 5.Plumbing Inspector Contact Person: Phone#: Information and Instructions . Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." d association, porporation or other legal entity,or any two.or more An employer is defined aSAlan Wii.ua,.,P ers ip,: of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house ving not more than three apartments and who iesides therein, or.the occupant of the hi dwelling house of another who employs persons to do maintenance,construction or repair workvn such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed,to bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency�shall withhold the'issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants to Please fill out the workers' compensation affidavit completely,by checking the boxes that apply rt your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificates) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below.. Self-insured compam�es should enter their self-insurance license number on the appropriate line. City or Town Officials . d Please be sure that the affidavit is complete and printed legibly. The Department has=provided a space at the bottom of the affidavit for you to fill out in the event the Office ofInvestigations has to contact you regarding the appl ic n addition, an applicant Please,be sure to'fill in the permi0license number which will be used as a reference member, I that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"file applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that,a valid affidavit is-on file for,future permits or licenses..A new affidavit must be filled out each. year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. 4 The Department's address,telephone and•fax number. 1 ' The Commonwealth of Massachusetts IIeparttnent of Industrial.Accidents ..Office 9.fJnvesUga0ons . 600 Washington.Sreet� . Boston,MA 0211 L Tel.#617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www,mass.gov/dia t Daniel E. Braman, P.E. 189 Harr Point PA �. C4 A.t-u terns t rJ'it-1 G� Cumnwquid MA 02637-0361 R,EJ t "140VA'Tt ot-l:S ►Dgj=5 f t4 oV 9, Z 70 GL,a.L- N4 C1A 6r f.Z.-S ►,Il a.SS �T:P-�E.�u t c._�c,�.c1 Cam,®,� +tic cam'. . '�w o.�:. `D, t_,,Q tg 4 L.•L = 4c=,T.5�1 1,u Aa.c.,j... Ors 0 ECM Cs) (ns ao, QNs v �L LV1✓ S AA. vZA tin �P� t B' ` et P,. L-c::,4,o 3' FL CL_ 3` fle g' vJ acrc___. DANIEL E.B N G�.�U.�.. '� '� 3 + (o x3 + 15 x8 -t-- !$ st `�� RA�A .� ► Zcm HM �69A�' � 4 5 t SO -t� /2 c� t 1 3 5 33 NO 3 4�-P W L.L, go)c3 t 1pox 3 4- 3 CIA q: R DO S 4 0 -T3�x(4 p LV L. Q CV• l G�R.:W�t'2 K'�2.+ �_�. A,%•Sca u 9 c- V na- 5 50 QC*i RAMSBEAM V2 . 0 - Gravity Beam Design .jicessed to: Dan Braman, P.E. Job: Egan Residence,Main Cotuit Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X22 Fy = 36. 0 ksi Total Beam Length (ft) = 18 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 022 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 18 . 00 0. 330 0 . 330 0 . 000 0. 000 0. 570 0. 570 SHEAR: Max V (kips) = 8 . 30 fv (ksi) = 2 . 59 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 37 . 3 9. 0 0 . 0 1 . 00 17 . 64 24 . 00 17 . 64 24 . 00 Controlling 37 . 3 9. 0 0. 0 1 . 00 17 . 64 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 17 3. 17 Max + LL reaction 5. 13 5. 13 Max + total reaction 8 . 30 8 . 30 DEFLECTIONS: Dead load (in) at 9. 00 ft = -0 . 184 L/D = 1175 Live load (in) at 9. 00 ft = -0 .298 L/D = 726 Total load (in) at 9. 00 ft = -0. 481 L/D = 449 RESIDENTIAL BUILDING PERMIT FEES �l APPLICATION FEE 7 New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKSHEET NEW LIVING SPACE !L IAIX square feet x$96/sq.foot= �35^� x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) . GARAGES'(attached&detached) _square feetx$32/sq.ft � 2 x.0041= ✓+' d� ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck _�x$30.00= 3® • O O (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Projcost Permit Fee R�,•n�znnn 10/23/2005 21:05 15084287517 COTUIT WATER DEPT PAGE 01 M Cotuit ,dire iotrixt Com =Ater mepartment - 4300 PALMOUTH ROAD, P.O. BOX 451 COTUIT, MASS. 02635 PHONE (508) 428-2687 FAX (508) 428-7517 October 28,2005 Mz.Peter Poznetti _ • p0 Box 2056 Cotuit,MA 02635_ . r RE: 1220 Main Street,Cotuit Dcar Mr. Ponnetti: This letter confimas that there is no town water connected to the garage/guest house - located-at 1220 Main Street in Cotuit. Since ly, Sheri Leavenwo Business Manager FROM :PELTIER ELECTRIC INC FAX NO. :508 428 7340 Oct. 30 2005 06:19PM P1 ' ` r PELTIER ELECTRIC INC. 44 VILLAGE DRIVE EAST SANDWICH, MA 02537 Date. October 28,2005 RE: 12 Street 20�VIa1YL Cotult,Ma Garage-disconnection I,Joseph E.Peltier,do hereby state that the electricity has been disconnected at the garage located at the property at 1220 Main Street in Cotuit,owned by Ms.Theresa Egan. If you have any questions concerning this please feel free to call my office at(508)888- Thank you. Jos h E. eltier Master Electrician , Peltier Electric Inc. OCT-31-2005 MON 04:14 PM KEYSPAN ENERGY FAX NO. 508 394 5019 P. 02 KEVSIM Key5pan Energy Delivery 127 Whites Path Ettc ,.�y Ga ll�fCiy South Yar=Uth,MA 02604 Teter Vornetti Architectural Innovations P.O. Box 2056 Cotuit, MA 02635 hAX: 508-428-4295 RE: 1220 Main St.,(Barn),Cotuit . This is to conlirin tbere is no underground gas service to the outbuilding at 1220 Main This wits verified by a Keyspan Representative 10/31/05. . If U9) he any questions please call me at 508-760-7481, Stic McMullin Operations Coordinator Kcyspan Delivery Company s . RightFax Hartford 10/28/2005 10:46 PAGE 004/006 Fax Server- .:............ ............ . .......... ....:.,...:....:: ::.... . . MRA\DD\Y 05 Mw n ... + . ... ......... . : . . — — ......... ......... ...... PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HORGAN INS AGCY INC HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 44 BARNSTABLE RD B ALTER THE COVERAGE AFFORDED BYTHE POLICIES BELOW. HYANNIS MA 02601 COMPANIES AFFORDING COVERAGE COMPANY 28XBF A CONTINENTAL CASUALTY COMPANY INSURED COMPANY A I ENTERPRISES INC B PO BOX 2056 ' ' COMPANY COTUIT MA 02635 C p COMPANY THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF,ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN'IS.SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LT DATE(MM\DD\YY) DATE(MM\DD\YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE F7OCCUR. PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one tire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY - .COMBINED SINGLE $. ANY AUTO LIMIT ALLOWNEDAUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $" HIRED AUTOS BODILY INJURY a t Per Accident $ NON-OWNED AUTOS - ( ) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM A WORKER'S COMPENSATION AND STATUTORY LIMrTS(LIB-7847A26-4-05) 07=18-05 07-18-06 EMPLOYER'S LIABILITY EACH ACCIDENT 5:0.0; .000 :: THE PROPRIETOR/ X INCL DISEASE—POLICY LIMIT $ 500,000 PARTNEMEXECUTIVE OFFICERS ARE: EXCL DISEASE—EACH EMPLOYEE $ 500,000 OTHER f DESCRIPTION OF OPERATIONS/LOCATIONSJVEHICLESIRESTRICTIONS/SPECIAL ITEMS RE: 1220 MAIN ST COTUIT _ - m ` THIS REPLACES ANY PRIOR CERTIFICATE_ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL' 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE TOWN OF.BARNSTABLE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 200 MAIN ST . HYANNIS MA 02601 LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES AUTHORIZED REPRESENTATIVE n Of7ME "1• Town of Barnstable Regulatory Services BA STAB �E Thomas F.Geiler,Director iOrEDMP'�6. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder . as Owner of the subject property hereby authorizePWc I eme 9 EAL -DX.to act on my behalf, in all matters relative to work authorized by this building permit application for: /0~10�0 lqo;n S r'eeJ" (Address of Job) loor Signature of Owner Date T�� Print Name Q:FORMS:OWNERPERMISSION ` I Permit Number MECeheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release I Checked By/Date TITLE:Architectural Innovation,Inc CITY:0 amsta�le STATE�MassaghuIpetts r HDD:6 3.7 CONS T :TYPE: 1 or 2 Family,Detached. HEAT G;9YSTE TYPE:Other(Non-Electric Resistance) L 10/26/OS PRO TION: Eagan R ce Main St—Cotuit,MA , COMPANY. RIV Colony Insula athan Bourne Drive—Pocasset,MA 02559 N ' NOTES: PO BOX 2056—CotulZ! 2635 , COMPLIANCE:Passes r Maximum UA=315 Your Home=257 ' 18.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 84.0�_30.0 0.0, 29 Wall 1:Wood Frame, 16"o.c. �2000 21,0:7 0.0 100 Window 1:Wood Frame,Double Pane with Low-E 128 0.350 45 Door 1:Solid 21 0.350 7 " Door 2:Glass 96 0.350 34 Floor I:All-Wood Joist/Truss,Over Unconditioned Space 580 19.0 0.0 27 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 320 19.0 0.0 15 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release 1 a. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Con '' found in the Code. The HVAC equipmsel e ected to heat or cool the building shall be no greater than 125.o the d sign.I ad as specs ` in Sections 780C 13 0 and J4.4. Builder/Desi er ` 1 Date TOO 'd wd66:tO SO/SZ/OT Z_TTS tSS SOS 'SNI 'AN0103 MECcheck.Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 10/26/05 TITLE:Architectural Innovation,Inc Bldg. Dept Use Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation. 1 I Comments: Above-Grade Walls: t . 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: I Windows: [ ] 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.350 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes[ ]No Comments: _ Doors: [ ] I 1. Door 1:Solid,U-factor:0.350 Continents: ( J I 2, Door 2:Glass,U-factor:0.350 i #Panes_Frame Type Thermal Break?[ ]Yes[ ]No v Comments: Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation . . Comments: [ ] I 2. Floor 2:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements:' 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: { J I Materials and equipment must be identified so that compliance can be determined. ZOO 'd wd8E:b0 SO/SZ/OZ GZZS tas SOS 'SNI 'AN0103 [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. i Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] .Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ J I Insulate circulating hot water pipes to the levels in Table 1. j Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. 600 'd WdES-tiO S0/9Z/01 4119 ti9S SOS 'SNI'ANOl03 i Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts „ Temperature(F) UUR to 1" UP to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp.. Insulation Thickness in Inches by Pipe Sizes Pining System Types Range(F 2"Runouts 1"and Less 1.2 "to 2 2.5"to 4" _1 Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any . `1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 . 1.5 1.5 NOTES TO FIELD(Building Department Use Only) . t00 'd' WdEE:vo S0/9Z/0-c L.119 tr9S 90S 'SNI.'ANOl03. L e J AR Board of Budding Reguiatroi;s and Standards HOME IMPROVEMENT CONTRACTOR`'4'r- Registration ,1,09606 Expiration 9/21J2006 Type PnJate Corporation A I ENTERPRISES INC PETER POMETTI ` 140 RIVER RD _ COTUIT,MA 02635 ..............._._ ......_.._. Administrator — - - ��e•-�aninw�uuea/�a��oaclu�aedla t '+ OF B JljLDING REGULATIONS BOARD '{ Lice�lse CONSTRUCTION SUPERVISOR ' Number`GCS 050451 Expires p4l19I2Q06 Tr.no: 21909 r- Restncted PETER,M POMETTI COTUIT,2056 a. ' MA'02635 Feting C mis over �W= 1 2 .A 935 a 02 m 28v� 10 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2005-012—Egan Special Permit- Section 240-94 (B)Expansion of a Pre-Existing Nonconforming Use. To demolish an existing accessory building and rebuild in conformity to setback and retain use of the building as a garage and guest quarters - Summary. Granted with Conditions _ Petitioner: Theresa A.Egan o Q Property Address: 1220 Main Street,Cotuit,MA cars Assessor's Map/Parcel: Map 033,Parcel 013 Zoning: Residence F Zoning DistrictUn cn � Relief Requested &Background: N) 39 According to the Assessor's record,the subject property.is a 0.54-acre lot located.on Main Str et in Cotuit. cu It is developed with a principal two-story,three-bedroom single-family residence of 2,173 sq.f ,that dims torn 1880. There is also an accessory detached 1.5-story structure of 1,460 sq.ft. on the lot. In Appeal 2005-12,the applicant seeks to demolish the accessory building that is not in conformity to the required setbacks,and rebuild it so that it will conform to the required setbacks. According to information submitted,the new structure is to have a total area of 1,851 sq. ft.that includes a 194 sq.ft. second floor deck. It has been described in the application as "raze an existing barn with guest quarters and porch and replace with bam and guest quarters." The plan for the new structure shows"it to contain a one-car garage, a "shop"arealbay, and a lodging unit consisting of a living room,one bedroom.and loft area. The principal building is listed on the National Register of Historic Places as a contributing building in the Cotuit Historic District. However,the accessory building is not listed. The proposed demolition was reviewed February 1, 2005 by the Cape Cod Commission staff and approved on February 7,2005 by the Barnstable Historic Commission. Procedural.&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 15,2004. An Extension of the Time Limits for holding the Public Hearing and for the filing of the Decision was executed.between the applicant and the Board Chairman. A Public Hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with M.G.L. Chapter 40A. The Hearing was opened March.16,2005, at which time the Board found to grant the appeal. Board Members deciding this appeal were,Jeremy Gilmore, Gail Nightingale,James Hatfield, and Chairman Daniel M. Creedon'III. Attorney John R.Alger represented the applicant,Theresa A.Egan,who was present during the Hearing. Also present with respect to the application was Peter Pometti, architect for the proposed new accessory building. Chairman Daniel M. Creedon III noted that only four members were present and that it would take a unanimous vote of the four members to grant any relief. The applicant's representative,Attorney John R. Alger, agreed to go forward with the four-member Board. Mr. Alger presented photos of existing structure and cited that the existing structure is dilapidated to the point it cannot be saved or rehabilitated. For that reason,no alternative exists except to demolish the existing building and construct a new structure. He stated that a Special Permit pursuant to Section 240-94 03)would be required to permit the expansion and alteration of the nonconforming use. Mr. Alger noted that the proposed new structure would conform to the required setbacks,correcting the existing structure's nonconformity. The footprint would not be expanded,however the second story would be almost a full second story expanding the overall gross area of the building. The shed would be removed. Mr. Alger cited the provisions of Section 240-94 summarizing.that all requirements.of that section have been met and-that the proposed new dwelling would not be detrimental to the neighborhood as.it would only be minimally visible from the street and from the neighboring property. The Board,Mr.Alger and Mr. Pometti discussed the recommendation of the Historic Commission and the architectural plans submitted. The Board agreed that the plans submitted would be acceptable to them in terms of design and size. Mr. Alger reiterated that the accessory building would not be equipped with a kitchen nor rented. It would be used exclusively by Ms.Egan,the property owner,for her guests and family. Public comment was requested, and no one spoke in favor or in opposition to the request. Findings of Fact: At the hearing of March 16, 2005,the Board unanimously made the following findings of.fact: 1. Appeal 2005-12 is that of the petitioner,Theresa A.Egan,for property addressed 1220 Main Street, Cotuit,MA as located and shown on Assessor's Map 033 as Parcel 013 in a Residence F Zoning District. The Appeal seeks a Special Permit pursuant to Section 240-94(B)Expansion of'a Pre-Existing Nonconforming Use to allow demolition,of an existing accessory building and-rebuilding of it. 2. The subject property is a 0.54-acre lot located on Main Street in Cotuit. It is developed with a principal two-story,three-bedroom single-family residence of 2,173 sq.ft.,that dates to 1880. There is also an accessory detached 1.5-story structure located to the rear of the lot that,according to plans presented, has an overall dimension of 40 feet by 31 feet. The applicant has submitted information that the accessory structure has a total of 1,460 sq.ft. According to the Assessor's record,use of the property is that of a single-family residence. 3. The applicant seeks to demolish the accessory building that is not in conformity to the required setbacks, and rebuild it so that it will conform to the required setbacks. The new structure is to have a total area of 1,851 sq. ft. that includes a 194 sq.ft. second floor deck. The plan for the new structure shows it to contain a one-car garage,a"sh6p"area/bay, and a lodging unit consisting of a living room,one-bedroom and loft area. 4. The lot is just over one-half acre, and the principal dwelling has 2,173 sq.ft. of living area. 2 5. The property is not located within a designated Groundwater Protection Overlay District and therefore not subject to the 330 rule nor the 440 nitrogen loading limitation of Title 5. 6. The principal building is listed on the National Register of Historic Places as a contributing building to the nationally-recognized Cotuit Historic District. However,the accessory building is not listed. The structure however,is subject to the Chapter 112-Protection of Historic Properties."the demolition delay ordinance"of the Code of the Town of Barnstable. The applicant was before the Barnstable Historic Commission on February 7,2005 for a review of the proposed demolition. The demolition was approved;however,the Commission did recommend that the replacement building not match with the .. style of the main dwelling. The Commission cited that accessory buildings of this period usually did not aesthetically match with the principal buildings. The existing accessory structure is a 1.5-story typical "barn',structure with an added car-port on one side.. 7. The.application falls within a category specifically excepted by Chapter 240 the Zoning Ordinance for a grant of a Special Permit and after evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance.and would not represent a substantial detriment to the public good or the neighborhood affected. 8. The proposed footprint of the accessory building to be built is equal to that of the existing accessory building's footprint and therefore it is not increased in footprint. However there is added floor area on the second floor. 9. The proposed location of the new accessory building conforms to the setback requirements for the district. .Decision: Based on the findings of fact, a motion was duly made and seconded to grant the permit to allow for the development of a new accessory building,replacing the existing accessory building located on the property, subject to all of the following terms and conditions: 1. The proposed structure shall be built as per plans presented and entitled "Additions &Renovations at the Egan Residence, 1220 Main Street, Cotuit,MA"dated 10/21/2004 as drawn by Architectural Innovations,copies of which have been installed and dated by the Chairman. The location of the proposed dwelling shall be as presented to the Board, and shown on a plan presented and entitled "Certified Plot Plan for 1220 Main Street, Cotuit,Massachusetts", dated 10/21/04 as drawn by EGI Civil Engineers and Land Surveyors,copies of.which have been installed and dated by the Chairman. (2�The accessory building shall not exceed a height`of 24 feet to ridge ---__ . -- 3. Location of the new structure shall conform to all setback requirements. 4. Use(s)of the structure is limited to that of an accessory building to the principal use. It shall not now, nor in the future,be used as an-independent living unit. No kitchen or cooking facilities shall be allowed in the structure. 5. The building shall not be leased nor rented separate from the principal building, nor shall the building be separated on its own lot,or sold individually from the principal building and lot. 3 6. Development of the accessory structure shall represent full development on the lot, and neither the accessory building nor the primary dwelling shall be expanded without future permission from the Board. 7. The smaller, one-story wood shed accessory structure,located on the comer of the property, shall be removed from the property prior to any occupancy permit issued for the accessory building. (8._iJtility_services-to_the_accessory structureshall_not_bemdividually_metered:All�utilities'shallbeTfrom the_prmcipal-dwelling: 9. The on-site septic system shall conform to all requirements of the Board of Health without variance. 10. The structure shall not now,nor in the future,be used for a family apartment, as detached family apartments are no longer permitted under the Zoning Ordinance. 11. During all stages in the demolition and reconstruction of the dwelling,all vehicles,equipment and materials associated with the demolition/reconstruction shall be required to be located on-site. At no time will any parking,storage or construction,materials or items be permitted in the right-of-way of Main Street or within 10 feet of the neighboring property,except as may be needed for landscaping purposes or for utilities and then, only on a temporary basis. 12. All mechanical equipment associated with the new structure(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 view from the public right-of-way. The vote was as follows: AYE: Jeremy Gilmore, Gail Nightingale,James Hatfield,Daniel M. Creedon NAY: None Ordered: Special Permit2005-12 is granted with conditions. This Decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this Decision must be exercised in one year. Appeals of this Decision,if any, shall be made pursuant to M.G.L. 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. % Daniel M. Creedon III, Chairman Date Signed 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 j' the office e Town Clerk. Signed and sealed this day` underxhe pains and penalties of perjury. N Linda Hutchenrider,Town Clerk 4 SMOKE DETECTORS REVIEWED 4RJ T.B 6UIL ING DEPT. a=SE - - '. -- - twe D - o T. ZB —5 to x Ale6P_.oF 3DYq - a F • FIRE DEPARTMENT DATE ' - - 807H SIGNATURES ARE REQUIRED FOR PERMITTING - _ : _ _ - - - - dK F�4+Y"p�"�•"��`-_ ��gA• ��� _ - �w.� AVI .v.� r---- o' ---r b i RR e 3!R S N�o w tic �cr�u' . ROOF I STUDIO�' W e ' -• .. DECK LOFT b I um�..n..•I11 Nil n _ r. • a --e,qu[Z-, UTILITY n ENTRY • Ixa e�.aw„� nogr �oum - . . " - o-t Irz' I s Irz• a - n 01 r I n raoow.a CRAWL SPACE GARAGE C n I I I 4 pl— O BEDROOM "' OA . a SHOP ry a -I 4 - '. i - � v Iz-slm s�rr - to-s�(r 0 la•: -I' y rl, — L---J w �� los �'�• ��• �'r ems• � a rz I. x SECOND FLOOR PLAN FIRST FLOOR PLAN I I I L— —— II II EW 1� O g W INTERIOR DOOR/ DOW SCHEDULE WINDOWBEXTERIOR DOOR SCHEDULE I I `�+"'"'m°"" "°` - I I �a a� VNN I'I - Y rlLLi \5 F eano.roeoavlue.we„r., S € - FOUNDATION PLAN s am _ p9 - 3 gj N zzZ � no.eewx...cewan,e en1R wrt D � 9 y�`O ems. . ..o.�,.a. ------ -- N 3$200RO FLOOR J wsa 16'O.C. - ern.rm,oa�oa s.+mm e.orm.¢ �T - - O uw,auaaa ,mcw .nm a•wnex ewm - --awa n.¢___ �I - � I c I u S1 SECTION THRU GARAGE&SHOP - ®U 0 $ I I wmw n.u.raarmwr. - 1 '2 .10 SECOND FLOOR 101M 1C O.C. - _ - - - ■ .. m.sNov I. ale Root ROFlEit&g 1a o.c I E W ° W SECOND FLOOR FRAMING PLAN y lnbra ROOF FRAMING PLAN EZ $ S2 SECTION THRU LMNG RM.,PORCH&LOFT - - 3 A3 - 3 A ' z Ls zV = a ==M k A Li r; 9 RIGHT SIDE ELEVATION era' FRONT ELEVATION . .. �H.e 1'd Wes.�,d • Y ' -PIMCiL .awrmmxm wuva..r S - u° 2 W t ® .41 - - 3W w LEFT SIDE ELEVATION REAR ELEVATION a 1l1'a 1'd 1N'=1'd A2 - 3 1 do- r r r �T rt+- n � u 1y - ti � 3 L �'� •� Y gyp.'.. � ::,.��a -:_ �. 'r r The Town of Barnstable - aA �LE.g Department of Health Safety and Environmental Services f63q• �e ArFDMA'�A� Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection1- Location 0 Xt 4-rA) �T '2-7', Permit Number 88 71 Owner Builder �kAC7 / One notice to remain on job site,one notice on file in Building Department. The following items need correcting: ell �, ,y �� . . 0 �t/� S?`C/✓S t o � c� — (�� �� Glut Q CGJ n2, OUc� C t l ru 9 C LC(--, (L C Al0 U �)b®R--� K fq Loc. H-K z'c 14 .s ca t._ --?°r oAJ • � is 0 �� 6 �{�v�3y Ila c"rv,r_7*x -- fr-,v r -r 0 Please call: 508-862- for re-inspection. Inspected by ✓4/7-11A Date ) HEr°w The Town of Barnstable BARNSTA .q';B E. MASS. Department of Health Safety and Environmental Services 1639. �0 ptFOMP'�a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Z Abl-rN ST CYO Permit Number C68 3 7' �Z Owner :Builder ACT/ One notice to remain on job site,one notice on file in Building Department. The following items need correcting: Pi <'/ AJa s7cPs & 04 A ry 7 S7'E_PS 5 z6xoo i� rum C a —,(L I Moomu'_. Z)b©R_-� ko- r( c51 AL/ 7 0(,&iq-Aj OpF r1RF 600/:Z D W_ku C/ 40�P-r SI6x1 CIF lU07- (Dfv 0 Please call: 508-862-4 for re-inspection. Inspected by ✓?,,&�11A � Date I 4 W t r x 1 1 1 1 t - X13' 1220 Main Street, Cotuit 8/2/06 i look 122 Main 8/2/0 6 0 Ma Street, Cotuit , t a 1220 Main Street, Cotu it 8/2/06 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 13 Permit# Health Division J ZS�3 S0 3 -40R`� 6)v'"V 03 �D` Date Issued �1 Conservation Division �A ��' Application Fee n Tax Collector 4 g7 4- -7 A 3 Permit Fee q 2 Treasurer. ,l�O,� TICCYS'T�EM MUST BE Planning Dept. T, D IN COMPLI��'t° tiflTF;TITLE 5 Date Definitive Plan Approved by Planning Board VMVWMNME y1TTAL 5 -9;� Historic-OKH Preservation/Hyannis 10,WN,REGUL.:TIONG Project Street Address 1A /�!/¢i'cJ ST ' Village C07-2/i 7— Owner �i�� � �C• � Address Telephone 60-op" tfa� Permit Request ��'¢ /�J /i la,?a.v r Gam✓ Gr-l�ic�r �� ��� ` �v�'��.� L � Square feet: 1 st floor: existing proposed/' 2nd floor: existing proposed�ll�6> Total newa70 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type /2;C4LA46 Lot Size A 6tDO SIR• Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 3411, Two Family ❑ Multi-Family(#units) 'r r Age of Existing Structure /�'O '� Historic House: U Yes ❑ No On Old King's Highway: ❑Yes O�No Basement Type: ❑Full Q'�Crawl ❑Walkout 2(0ther 6.'Wf Coy OfICr�:A� Basement Finished Area(sq.ft.) "' Basement Unfinished Area(sq.ft) "'00 dQ•is r Number of Baths: Full: existing new / Half: existing a _ new Number of Bedrooms: existing 2 new ® Y., Total Room Count(not including baths): existing new . ® First Floor Room Count Heat Type and Fuel: was ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 5d No Fireplaces: Existing New_� Existing wood/coal stove: ❑Yes Detached garage:Mexisting ❑new size Pool: ❑existing ❑new size Barn:l�'existing ❑new size Attached garage:❑existing ❑new size Shed:gle"xisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name�.y �j.,d'./,�• Telephone Number" Address A9' 30K License# r 5 7 4f07Z/,4 T Al-f• dN-Q Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - &I SIGNATURE DATE �� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - y MAP/PA$CEL NO. p t ADDRESS VILLAGE t ' r't OWNER =�' s DATE OF INSPECTION: ' x FOUNDATION 63 'T>6 ale 62J34�� r FRAME INSULATION D FIREPLACE ELECTRICAL: ROUGH FINAL,' PLUMBING: ROUGH FINAL: GAS: ROUGH-7 t; FINAL } ` FINALBUILDING � s�� °;-4; ✓� �d¢IL�A(G took- DATE CLOSED OUT ASSOCIATION PLAN NO. i r - j A Board of Building Regulati6J 'AndS'tandar BIOME-I�ItPROVEMtk CbNTRi1CTOR. Oegistri ation: 109606 4 Expiration: 912112004` TPO: PHYatz C oration 4 �d�EtaTEF2pRISE3'.IIVC; PeTEA pOMET11 r3(fUi#• Ml i635 ',i rii@i�t;f<<. 1: , . ✓ke�omvinanu�ea� � 140xuaell'a BOARD OF BUILDING REGULATIONS i License:CONSTRUCTtON SUPERVISOR 'a �,Number CS 050457 Exp�res,�04/1912004 Tr.no: 19942 i Restncted 00 PETER PO BOX 2056 GOTUIT,)MA-02035 - Adeninisteator I JUL-23-2003 WED 02:26 PM RUTKOWSKI & KESTENBAUM FAX NO. 508 991 5461 P. 01 _D_1 -CERTIFICATE OF LIABILITY INSURANCE BATE(MNUDDIYY) 07/23/2003 PRclial� L•R CS0$)9 K�$B8� FAX (50$)991-5461 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION RUTOWSKI & KESTUNRAUM ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 414 COUNTY STREET HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR NEW tfEpFORI), MA 02744 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE iri uilL D q f�fi�i1r�►ys� Tn INSURER A: OneBeacon Po Box Z056 rNsuRERy;Continental Casualty CotRptul�e, MA Q fi3� INTUNLRC;^ INSURER D: (NSURCRE; tYl! POLICILO 41'INSURANCC LISTED aE(c)W HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY RF-IOUIREMEN T,T F.RM OR CON0ITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY♦'Ia}3TAIN,T1fF IN%IlmcI:AFrORDEO IIY TIHV.POLICIES I)E$(;RIBI!D HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH I�L71d1�IF8-AQc,r�rOATE LIM I'S 31[OWN MAY NAVE-BEEN REpUrED BY PAID CLAIMS, N "" TYPQO„P_IN4�:(j ANCGn PtlLICYNUMR POTFFECTNE CT PRATIONz1I< D LIMITSGllFRAi,LIANUIYY RIZ98 03/06/Z003 03/06/Z004 GACHOCCIIRRENGE s 11000,000 � (�iJMMCitI ilAl SIENLT;AL L IAPIl ITY W6QMMIODNYI FIRE DAMAr,.E(Any unE lira) 3 50,000 ~ C:I AIM';a!ADI �(�(7CC�R n 10 MED rXP(Any ono pemon) s 00 PFRSONAL&ADV INJURY $ 1,000,()00 GCNGRAI,ACGRECA7E $ 2,000,000 ,;fmt..nGc:rl-W h LIMIT APPI,II'$1117. PRODUCTS.COMP/PP ACC $ 2,000,000 AU104gnnIL E LIAHILITY y ANY AUTO COMBINED SINGLE LIMIT (Fa accidono Al L OW if p AU1CO ;('!HkLR11 ru AUTO," BODILY INJURY S (PET PCrOn) I IIfeL'n ALJ I0,1; .M HON-W WDAITrn;, BODILYINJURY (Pnf accidont) PROPERTY DAMAGE 8 — (PoraccidonQ GAIiftl I IABILITY AU1 O ONLY•EA ACGDF.NT• E _ ANY AUTO OTHER THAN EA ACC $ AUI O ONLY: ACC S E'Ar,)551IA{311.ITY EACI I OCCURRFNCE S iNIGUH El CLAIM0 WC AGc,RFGATE S _ DT Dur,flial P• $ - y Rr:Tl:ranaN � $ wL7RueRs cOMpeN""6A.TIQ)1 AND PENiD NG 0711i/2003 07/18/2004 X T'c-M rSER E MI'I-QYLRS'LIAHII Ij V S E L.EACH ACCIDENT S 100,000 F,L,DISEASE•EA rzMPLOYFF $ 100,000 E.L.DISEASE•POLICY LIMIT S $00 000 pC$4itIPIIc)NOFOP�Rg11AN`J OCATION:WNtirnCLL•S=CLUSIGNSADDr� _DpYmbORSEMENTISPEGIALPROVISION$ rIFRTIf ICATP Hal.[1F'R ADDITIONAL INSURED;INSURER LETTER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY VALL GNDBAVOR TO MAIL 0 DAYS WRrf TCN NOTICB TO THE CERTIFICATE HOLmh NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE No OBLIGATION OR LIABILITY OF A _v U_ E COMPANY,IT EN7 E HSGN ATIVFS. Tams of $drwit'abla AUTHGRIZEPREPR �/ty�11�L� ram, O-ACOR,D CORPORATION lose Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release 1 a Checked By/Date TITLE:Architectural Innovations CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:07/22/03 DATE OF PLANS:07/22/03 PROJECT INFORMA"1'IO� Egan Residence;:z,•W'm,Stiigt-Cotuit,MA COMPANY INpOR11¢ TfON: Colony Insulae,gIne '1,1 Jonathan Bourne Drive-Unit#4 Pocasset,iVtK>:02559.::: NOTES: PO BOX,21056-..Cotuit,MA 02635 COMPLIA cE'Passes Maximum UA=484 Your Home=482 0.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value EL-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1310 30.0 0.0 46 Ceiling 2:Cathedral Ceiling(no attic) 250 28.8 0.0 9 Wall l:Wood Frame, 16"o.c. 2562 13.0 0.0 164 Door 1:Solid 40 0.350 14 Door 2:Glass 255 0.350 89 Window 1:Wood Frame,Double Pane with Low-E 271 0.320 87 Floor l:All-Wood Joist/Truss,Over Unconditioned Space 1550 19.0 0.0 73 Furnace 1:Forced Hot Air,86 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%o esign loa ecified in Section OCMR 1310 and J4.4. Builder/Designer r" Date df---;PJ ti t,TO 'd WdZ6:90 SO/ZZ/L0 4TT9 t9S SOS 'SNI 'AN0103 MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE:07/22/03 TITLE:Architectural Innovations Bldg. Dept. I Use I Ceilings; [ ] { 1. Ceiling 1:Fiat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ J 2. Ceiling 2:Cathedral Ceiling(no attic),R 28.8 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Continents: I Doors: [ ] I 1. Door 1: Solid,U-factor:0.350 Comments: [ ] I 2. Door 2:Glass,U-factor.0.350 #Panes Frame Type Thermal Break?[ ]Yes[ j No Comments: I :Floors: ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: J Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,86 AFUE or higher Make and Model Number I Air Leakage: [ } I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be seated. [ ] I When installed in the building envelope,recessed fighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type 1C rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. i Si0 -d WdLE:90 E0/ZZ/40 4119 -179S SOS 'SNI'AN0109 N v � a Vapor Retarder. [ ) I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ } I Materials and equipment must be identified so that compliance can be determined. [ ) I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ } I Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ 1 I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and AA I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ } I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I ' Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. 9Z0 'd WdL6:90 60/ZZ/40 4SZ9 ti9S 90S 'SNI 'AN0-103 Table 1: Mnimum Insulation Thickness for Circulating Not Winter Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Llo to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 T able 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp_ Insulation Thickness in Inches by Pipe Sizes Rift System Types Range F 2"Runouts 1"and Less 1. 5"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1,5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for teed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) L10 'd Wdze:90 e0/ZZ/GO Z119 tSS SOS 'SNI 'J.N0�0� F�INSF � The Town of Barnstable a� Health Safety and Environmental Services M� Department of H y fD MPy Building•Division 367 Main Street,Hyannis,MA 02601 508-862-4038 508-790.6230 PLAN REVIEW I � Owner: TAef— sA A Map/Parcel: I3 Project Address: J24-2-0 //!A(✓l 54- Builder: 1 CAC, Ao,4;r'i The following items were noted on reviewing: ® eve S�� eCS `�^ • Or a Reviewed by: Date: i Daniel t~ Braman, P.H . 189 Harbor Point Rd. Cammaquid,.MA 02637-0361 rL 03 6 � . 4 d.e_4CLj(S Je--a..ds CZV- c=►w-a*Ls coKA c '4.V, Of Is DANIEL E. � BRAMAN � STRUCTU L RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: Ragan Res. Main St. Cotuit Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X15 Fy = 36. 0 ksi Total Beam Length (ft) = 15. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 015 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 15 . 00 0. 173 0 . 173 0. 000 0. 000 0 . 460 0 . 460 SHEAR: Max V (kips) 4 . 86 fv (ksi) = 2 . 45 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange. kip-ft ft ft fb Fb fb Fb Center Max- + 18 .2 7 . 5 0 . 0 1. 00 18 . 54 24 . 00 18 . 54 24 . 00 Controlling 18 .2 - 7 . 5 0 . 0 1. 00 18 . 54 24 . 00 --- --- REACTIONS (kips) : - Left Right DL reaction 1. 41 1 . 41 Max + LL reaction 3. 45 3. 45 Max + total reaction 4 . 86 4 . 86 DEFLECTIONS: Dead load (in) at 7 . 50 ft = -0 . 154 L/D = 1169 Live load (in) at 7 . 50 ft = -0 . 376 L/D = 478 t , l Total load (in) - at 7 . 50 ft = -0 . 530 L/D = 339 RESIDENTIAL BUILDING PERMIT FEES K APPLICATION FEE New Buildings,Additions $50.00S� l Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE q cp-b� square feet x$96/sq.foot= ,23.g 2 ® x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= - 796F O x.0031= ���► �. plus from below(if applicable) GARAGES(attached&detached) a square feet x$32/sq.ft..= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 160.00 >1500 sf-Same as new building permitf square feet x$96/sq,foot x.0031= STAND ALONE PERMITS Open Porch .`; x$30.00 - r (number) Deck x$30.00= GAD a (number) Fireplace/Chimney A x$25.00= 05, (number) 7 Inground Swimming Pool $60.00 Above Ground Swimming Pool,. i $25.00 " WAl k' Relocation/Moving - ; ` `> -$150.00 (plus above if applicable) Permit Fee o 7 projcost - r The Conimi onwealth of Massachusetts Department of Industrial Accidents — afffce afloyestigadal 600.Washington Street r,Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: ovation: T ,,`` �/f ci all work myself. ❑ I am a homeowner performiag ❑ I am a sole rietor and have no one workin in ca acz�y /%//%/ y�%///%%%%%//%%%/%/%/%%///////%%%%%/%%/%%/%%%%%/ %%///1//i%Swrgn //%%//%/ ems ,:.:, :. 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Iunderztmd that a one years,imprisonment as well ay dvil p�alties in the form of a STER and a verification. copy of this statement may be fonrnrdea to the Office of Investigations of th>:DIA for coverag eb certi a paps d naltiess ofpe jury that the information provided above is tIw and cart idoher y fy 7 0�� .o� Date G signature . print name oMdal use only do not write in this area to be completed by city or fawn official - C]Bunding Departznnnt pemdtll[cense# dry or town: • ❑Lieeasing Board ❑selectoun's O$ice ❑ checkif imatedlate response is required ❑Health Departmrnt '" ❑Oth phone#; contact person: (tsYised 9/93 PIAJ Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers oo provide service workeof another compensation for contract employees. qu oted from the `law", an employee is defined as every pers n iu. express or implied, oral or written. of hire, exp �o or mor e of e al entity`or an tw association co oration or otlier 1 g ., Y An employer is defined•as.,an individual, partnership, , rP the foregoing engaged in a joint enterprise and including the legal representatives,of-a"deceas-1 employer, or the receiver or 'dual partnership, association or other legal entity, employing employees. However tlie•owner of a trustee of individual,P P, dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency,shall withhold the issuance or renewal of a license or ierinit tq;operate•a business or to construct.buildings,in the'cornrftonweal&for-anY,applicant who has not produced acceptable evidence of compliance with the insurance caverage.required. Additionally,neither the commonwealth nor any�of its`pohtic9,subdivisions shall enter into,.any contract for the performance of public work until acceptable evidence of compliance with the insurance requiremm is of this chapter have been'presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names,'address.and phone numbers along with a certificate-of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of hmuance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is Department of Industrial Accidents. Should you have any questions regarding the'law'or if you being requested, not the policy,please call the Department at the number listed below. are 1equised to obtain a workers' compensation City or Towns Please be s that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the ure affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which will be used as a reference number. The affidavits may be retamed•tn_ or FAX unless other arrangements have been made, the Department by mail The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions- please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Invesugatlops 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 �oFtHE,° Town of Barnstable y�P Regulatory Services anaxsreHr�, ' Thomas F.Geller,Director N 9�p 1639• a`�� Building Division TFD MA'S Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax 5.08-790-6230 Permit no.. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done.by registered contractors,with certain exceptions, along with other requirements. Type.of Work:�.YidT��✓� �'� ' a Estimated Cost O?w, occ-w Address of Work: ^f ` OZ71-r-4T /oeAf Owner's Name: �� 6f,,T e4"00L Date of Application: 'T 03 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ` []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c, 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply or a permit as the a ent of th r: o � ,t 3 /o y60o , Date Contractor Name Registration No. OR Date, Owner's Name DFTHE lo&• Town of Barnstable Regulatory Services Thomas F.Geller,Director ILO 9. �prE0 µA'� ~� Building Division $ . Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder �l Zy ., as Owner of the subject property hereby authorize �G�%Tl to act on my behalf,. in all matters relative to work authorized by this building permit application for: (Address of Job) 44 zo Signature of Owner Date Print Natne r QTORMS:OWNERPERMISSION 1 0�.►+�,qw Barnstable Historical Commission 200 Main Street BARN 3TABLB. : Hyannis, Massachusetts 02601 508-862-4665 FAX: 508-862-4725 F DMs0 aN, Linda Hutchenrider, Town Clerk 367 Main Street w Hyannis MA 02601 Theresa Egan ; `O 1220 Main Street Cotuit, MA 02635 r _. DECISION k Pursuant to General Ordinance Chapter 112, Article 1, Protection of Historic Properties +H# APPROVED, Application to demolish a barn located at Map 033, parcel 013, L Address: 1220 Main Street, Cotuit, Owner Therese Egan e.a The Barnstable Historical Commission held a duly advertised public hearing March 7, 2005 in the basement of the School Administration Building, at 1.30 PM, upon the application of Therese Egan to demolish a barn at the above referenced address. The property also contains a house that is listed on the National Register of Historic places. The barn was also thought to have been listed on the National Register, however, this is apparently no longer the case because of differences in interpretation of listings. The barn is more than 75 years old, and as such, subject to review by the Barnstable Historical Commission According to preservation architect.George Jessop, member of the Historical Commission, the barn is of another period and a worthwhile, historic design, built as a horse barn and tack room. Unlike the main house on the property which is a substantial building with a mansard roof, the barn is utilitarian in design and function, and like most buildings of that era, is a simple building in proportion and style, not as well built as the main house. It is part of the history of this site however, and contributes to the historic character of the property and the area. The Committee reviewed photographs of the building which indicated that the barn, while retaining period architectural features and details, is in a poor, dilapidated condition. The Board therefore voted to allow the building to be demolished, and recommended and requested that it if it is to be re-built, that it 9 e ' r be in the same style and proportion as the existing historic barn, minus the more recent attachments, namely the carport and back shed. Present and voting to permit demolition of the barn were: Nancy Clark, Chairman, Barbara Flynn, Jessica Rapp Grasetti, and George Jessop. Voting against permitting the demolition of the barn: Marilyn Fifield Absent: Nancy Shoemaker Sincerely March 9, 2005 Nancy Clark, Chairman Cc: Thomas Perry, Building Commissioner Zoning Board of Appeals, Chairman Dan Creedon 11ARNIVA111.E. ' v MASS. 01 M South Street -16.39. �� Hyannis, Massachusetts 02601 t i��iVN CLERK �FO MAt'A' BARNSTABI.L.. .I'(Wil OF BAIZIISfAIti,l; I c e Notice of Intent to -Demolish or-Move an Historing%±k/ Print in Ink , 1 . Date of Application: CIO L/ 2. Building/Structure Address: .3. Assessor's Map and Lot Number : 4. Is building/structure located in a local or regional historic districts Y N_L___� " If yes, Protection of Historic Properties Bylaw does not apply and it is not necessary. to complete the remainder of this form. 5. Is building/structure listed on the National Register of Historic Places or pending listing on the National Register of Historic Placest Y N i_ 6. How old is the building�structurei lv Architectural style of building/etructure, describe if not knownt - Is this building/structure as occated with one or more historic events or persons. name and description Work: k: 7. Type of Building/Structure andlroposed o C 8 zoningDistrict: I'i.rc Ua.strict C. O7` , T ^ Wit ' 9* Applicant's Nante: Address: 10. Owner's Name: Tel. Z Address: 11. Contractor: Address: 1 ' Material of Building/Structu-re : 13' liow is Building/Structure -Occupied : ya � 1 / IJo. of Stories 14. Explanation of Lhe proposed use Lu be In:tdc ui Lhe site: Diagram of Lot and Bijij.di.ng/StructOre 'wi.tlt Di hens Wits : i ASSESSORS MAP 33 LOT 10 CONCRETE-BOUNDS WITH DRILL HOLES (FOUND) ASSESSORS MAP, 33 124') LOT 11 (DEED- 123.4' STAKE AND TACK (FOUND) 1 STORY WOOD SHED 1 STORY WOOD ASSESSORS t I MAP 33 LOT 9-2 CAR PORT 5.25'- "' 15.1' t _� �9.75' of 28.67' 1-1/2 STORY N p . GARAGE n rn o7.s7' N 0. o 0 4. 1220 41' O N CD v! FOUNDATION � _0 rj ADDITION 2 -� v! . EXISTING FOUNDATION ASSESSORS ASSESSORS MAP 33 73.2' MAP 33 LOT 13 LOT 12 126.1' (DEED-132') MAIN STREET (PUBLIC - 33 FT WIDE) S27'55'00"W LEGIEXISTING GRADE INCORPORATED SCALE Civil Engineers and Land Surveyors SCALE 1" = 30' P.O. BOX 1386 0 5 10 15 30 SOUTH DENNIS, MA 02660 (508)385-7701 (508)385-7702 (FAX) DAT oFIHEip The Town of Barnstable RARASS. E.0p MASS. Department of Health Safety and Environmental Services 9 039• �0 prEOMpya Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 ` II' Inspection Correction Notice Type of Inspection �" M Location 0o'-A A- Permit Number Owner Builder a One notice to remain on job site, one notice on file in Building Department. N The following items need correcting: 01 -t-fb(A ()a rc�N 6 a yr PA D rape r)V 5 1A 01Q a r-0 Q 4� �� �du SP i y uI .� I U I :J- J Please call: 508-862-4038 for re-inspection. Inspected by ML Date �� �l�t� NEW WO SECOND FLOOR JOISTS 16". O.C. Pop I � 'v Q1 8 x 15 STL BEAM ' �� 1!1 �.. c-j V) 7 — — — — —— — — — — — —— — — — i JOIST tip Q kT is # n i Q J lw WIN y ; N U �` j Q � � SMOKE DETECTORS O.K. o 4, #VIE BUILDI- NG KEPT• z 12 s Ire s I¢ c-z la s3 �- t ..h 5 NEWA rr I SMOI(E pETECTO I I � ._, I I I ARE NOW LAW, :,ow.:r.� R REQUIREMENT �. --- ---------- ARE THE r ---- "----- - -------- -- N E W S ED R O O ADDITION ----=-------------- UPGRADE M WILL TRIG OF o ; OF THE S TRIGGER AN FOR THE WHOLE MOKE DETECTORS \ FULL BASEMENT PLAN ACCORDINGLY YOU MUST 'A Wm`�` n GLY AND �0. - I ELECTRICIAN TAKE OUi T}IE HAVE YOUR A \ ; NEw CRAWL SPACE § PERMIT AT THE FIRED APPROPRIATE m° 4 ' --------- EPARTMENT. ✓ acart.mw ` A I • ®+.co.ser j I b . 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N Z >3 i & � x e � _ i a 41T IM- -ENT_ Fn4lWO CR�v4�.� ®iwvw II axwor mciarnso • � m � aaiui oa..c,m owu�[rz a�a�w.>omcrmiwc �i c I� SECTION THRU EXISTING HOUSE AND �°a"'°` S1 N(EW ADDITIONS&RECONSTRUCTIONS IA14 2 • c.....°�amn�ooc r�ueneue,r a yreynevyw.Kerx ,r,a nm o:nwro®r 1 1 I 11 1 S3 SECTIONTHRUNEWADDMON W 4 w••ro Uf ° w u,mr.mo-2;7 �' .r cwrx sv W s w �521 SECTIONTHRUNEW/RECONSTRUCTEDAMMON • A4 - 5 N � - Z 11 J � az 2 NEW 2x8 ROOF RAFTERS Q,F O.0 - o 1.. o -T1EW—0 SECOND FLOOR JOISTS®fF O.C. U a it ^ I •. I I I - L umvm:va I 0 3 _ I I I. G • • °T iIIl1tIIiL, _ IIIIIIi TIIIITII EXISTING LOON TO ENAINI 0 - . i ; I W I Ali 'I Z Z II . I W rj W s Rew.00,ore...w.o.CR ► Z a � a NEW 2„2 PoRGi ROOFI LEILiNG JOLSiS Q tF OC. TMroRort�wJrww lvM C9 �' 2 ROOF FRAMING PLAN a W s G SECOND FLOOR FRAMING PLAN 3 �,sNorm AS 11/17l2005 17:00 5094284235 AI ENTEPPRIES INC PAGE 01 Distinctive Design&Constmction ARCHITECTURAL INNOVATIONS A DWTSIQN OF Al ENTERPRIS,ISS, INC. P.p_BOX 2056,COTL'TT,NIA 02635(508)428-4219 FAX COVER SHEET DATE: CD FAX 4; OD FROM: CA'S CO FAX 4: 508-428-4295 w r- Number of pages including cover sheet: ! Should there be any problem in receiving this from our fax,please call S08-428-4219 COMMENTS: p'S: 11/17/2005 17:00 5084284295 AI ENTERPRIES INC PAGE 021 BC CALCO 2003 DESIGN REPORT,US Thursday,November 17,200616:22 Triple 1 3/4" x 9 1/2"VERSA-LAMOD 3100 SP Fife Name: Arcitectural Inn-.Egan.t3CC:FB01 Job Name: Egan Description:BEAM fit Address: 1220 Main Street Specifier: ivityt State,Zip:Cotuit,MA Designer. Jae Madera Customer. Architectural Innovations Company; Shepley Wood Products Code ap.11ft iCBO 5612,NER 629 Misc _ o►andQrtr LOGO-40 10 of of Tdbufs _ � P l P ry 00-00 I J :.i �77.77 .6 i" fVi 1 S r .t.i.!y:::u,J. _.d.'L.C:u so Bi 2950 Ibs ILL298D Ibs LL B27 Iba bL 827 Ibs DL Total Horizontal Length-12.04.00 General Data Load Summary Version: US Imperial ID Deserlptlaln Load Type Ref. Start End Type Value Trib. lour, S Standard Load Unf.Area Left 00.00-00 12-04-OD Live 40 psf 12-DX-00 100% Member Type: Floor Beam Number of Spars; 1 Dead •I D psf 12-00.00 90% Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Loa Case Span L.odatlon Slope: 0/12 Moment 11675 ft•lbs 65.8% 100% 2 1 -Internal Tributary: 12.00-DO Neg.Moment 0 ft-Ibs n/a 100% 1 End Shear 33oo ft 34.2% 100% 2 1 -heft Total Load Defi. U347(0,426') 69.1% 2 1 Live Load Deft. U444(0.333") 81.0% 2 1 Live Load: 40 psf Max oefl. 0,426" 42.6% 2 1 Dead Load: 10 psf Norma Partition Load: psf 1 Duration: Design meets Code minimum(L/24o)Total load deflection criteria. 00 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for 80 Is 1-1/2", the input must es Verified by an on Minimum bearing length for Eli is 1-1/2". y Enteredi0isplayed Horizontal Span Length(s)=Clear Span+V2 min,end bearing+112 intermediate bearing who would rely an the output at evidence of suitability for a Corinsctlon Diagram particular application. The output art Consult pro design r above is based upon budding project 9 professional of record or BOISE=technical representative for connection design code-accepted design properties Nailing schedule applies to both sides of thes member, and analysis methods. Installation Member has no side loads. of BOISE engineered wood products must be in accordance Connectors are:18d Sinker Nails With the current Installation Gui& a=2„ and the applicable building codes. b 3„ -d-- -- To obtain an Installation Guide or it �_-- — — ' u have an p c=2.a/4" You y questions, leaser call a (B00)232.0788 before beginning _3 . o _;" • product installation. U ! ai SC BOISE a It CO, BC FRAMERO,SCIO, BC RIM BOARDr".IBC OSB RIM BOARp GLULAM , • �''`� , VERSA-LAMS,VERSA-RIMO. a 0 VERSA-RIM PLUSO, VVERSA-,STRAND`! VERSA-STUM ALLJOISTO anc b P AIS'm are trademarks of Boise Cascade Corporation. Page 1 of 1 11/17112005 17: 00 508,42184295 AI ENTERPRIES IIAC PAGE 09 r BC CAL08) 2003 DESIGN DEPORT- US Thursday,November17,2005 1ti:23 Triple 1 3/,C' x 9 1/2"VERSAA AM0 3100 SP File Name: Arcitectural inn 8gan.BCC:F802 Job Name: Egan Description:BEAM#4 Address: 1220 Main Street Specifler: City.State,Zip:Cotuit,MA Designer. Joe Madera Customer. Architectural Innovations Company: Shepley Wood products Code orts: ICSO SS12,NER 629 Misc: C31 z r + $ i.,_ J !Standard Loured 40 paf 110 psf Tributary 03-oo.Od .f. ai 9.fi r .rW .,. ,......0-).�.�.i+..n! ... ,i.•1h.Y- ..i..e J•.u,1S`.� k�,:. _.,.._.�1,,h.�,..W�..... ;J�..:iJ5. ���.�_l,." ... ..,,.iw,.u..,II�..1�.ri.N_.. BO 3180 Ibs LL 3180 Ibs B1 1 1741 Ibs OL LL 1741 ibs DL Total Horizontal Length-10-Oa00 General Data Load Summary Version: US imperial ID Description Load Type Fief. Start End Type Value Trib. Dur, S Standard Load Unf.Area Left 00.00-00 10-00-00 Live 40 psf 03-00-00 100% Member Type: Floor Beam Dead 10 psf 03-00-00 go% Number of Spans: 1 1 Unf.Lin. Left 00-00-00 10-00-00 rive 0 plf n/a 00% Left Cantilever: No Dead 80 pif We 90% Flight Cantilever: No 2 Cone.Pt. Rlghit 02-00-00 02.00-00 Live 1680 Ibs We 100% Dead 896lbs n/a 90% Slope: 0/12 3 Conc,Pt. Left 02-00-00 02-W-00 Live 1680 Ibs n/a 100% Tributary: 03-00.00 Dead 896lbs n/a 90% 4 Unf.Area Left 00-00-00 10.00-00 Live 60 psf 03.00-00 100% Dead 15 psf 03.00.00 90% Live Load: 40 psf Controls Summary Dead Low: 10 psf Control Type Value %,Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 11016 ft-Ibs 52.6% 100% 2 1-Internal Duration: 100 Neg.Moment 0 R-ibs We 100% Disclosure Total Shear 4550 Ibs 47.2% 100% 2 1-Left Total Load Dell, U427(0.281") S6.2% 2 1 The completeness and accuracy of Live Load Defl. L/861 (0,182") 54.5% 2 1 Me input must be verified by anyonc Max Deft, 0.281" 281% 2 .1 who would rely on the output at evidence of suitability for a Notes particular application. The output Design meets Code minimum(L/240)Total load deflection criteria. above Is besed upon building Design meets Code minimum(L1360)Live load deflection Criteria. Lode-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria, end analysis methods. Installation Minimum bearing length for 80 Is 1-112", ofBOISE engineered wood Minimum bearing length for 81 is 1A121. Products must be in accordance Entered/Displayed Horizontal Span Langth(s)_Clear Span+1/2 min.end bearing+112 intermediate bearing with the current Installation Guido and the applicable building codes. Connection Diagram To obtain an Installation questions Guide c rf Consult project design professional of record or BOISE technical representative.for connection design you have any questions,please call p g (800)232-0798 before beginning Nailing Schedule applies to both sides of the member. product installation. Member has no side loads. Concentrated loads are not considered In side load analysis. BC CALCO,BC FRAMERO,BC16,SC RIM BOARD-.SC OSB RIM I Connectors are; 16d Sinker Nags $OARDru BOISE CLULAMym VERSA-LAMS,VERSA-RIMS. a 2„ 0J t VERSA-RIM PLUSO, b=3" h.._.. VERSA-.STRAND'u, c=2-3/4" d-f 2"VERSA-STUDS,ALLJOISTO one r AJSTv are trademarks Lai Boise Cascade Corporation. C ., Page 1 of 1 -} b 1. 11/17/2005 17:00 5084284295 AI EPJTERPRIEE INC, PAGE 04 SC CAtLCO 2003 DESIGN REPORT - US Thursday,November 17,2005 15:23 Double 1 314G" x 11 7/8" VERSA-LAM@) 3100 SP' File Name: Amtectural Inn_Egan.BCC:FB03 Job Name: Egan Description:BEAM#5 Address: 1220 Main Street Specifier. City,State,Zip;Cotuit,MA Designer: Joe Madera Customer: Architectural Innovations Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Mlsc: (. rt' i . I i�um Yid l4Ad � u_ rtary 03-0l.0,. C. 1 _ i I 12 rTl 7 l � 77 1!4�e h 7 p I SQ MO Ibs LL et 397 lbs DL 1260 lbs LL 397 lbs OL Total Horizontal Length-14-00.00 General Date Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00.00-00 14-00-00 Live sa p9f 03-00-00 100% Member Type: Floor Beam Number of Spans: 1 Dead 15 psi 03.00-00 90% Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Slope: 0112 Moment 5799 ftabs 27.3% 100% 2 1-Irrtwmi Tdbutary: 03-00-00 Neg.Moment 0 ft-lbs nra 100% End Shear 1423 lbs 17.7% 100% 2 1-Left Total Load Defl, L/802(0,209") 29,9% 2 1 Live Load Deft. LM 055(0,159") 34.1% 2 1 Live Load: 60 psf Max Deft. 0.20911 20.9% 2 1 bead Load: 15 psf NotesDurata0n. 1 Partition Load: psi Design meets Code minimum(`~/240)Total load deflection criteria. 00 Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design Matt arbitrary(1")Maximum load deflection Criteria. The Completeness and accuracy of Minimum bearing length for So is 1-1f2", the input must es a Minimum bearing length for 81 Is 1-11F1, vended by anyone who would rely on the output a;who Horizontal Span Length(s)~Clear Span ►112 min.and bearing+1/2 intermediate Deanna evidence of suitability forapartc Connection Diagram above iss bated upon building p i application. The output Consult project design professional of record or BOISE technical representative for connection design above code accepted design properties Member has no side loads. and analysis methods. Installation of BOISE engineered wood Connectors are:16d sinker Nails products must be in accordance with the Current Installation Guidc a 3 b and the a " b applicable building codes. = t.._..., c=4" l you have any questions,please call To obtain an Installation Guide or If d-12" al • _, y (6012)232-0788 before beginning II product installation, C 9C CALCO,BC FRAMERS,BCIS, 1 BC RIM 80AROT",SC osg RiM BOARD-,BOISE GLULAM71+, VERSA-t..AW,VERSA-RIMe. L VERSA-RIM PLUS®, VERSA-STRANDTM-, VERSA-STUDS,ALLJOISTO enc AJSI"are trademarks et Boise Cascade Corporation, Page 1 of 1 11/17/2005 17:00 5084284295 AI ENTERPRIES I11C PAGE 05 ® BC CALM 2003 DESIGN REPORT -US Thursday,November 17,2005 15:23 Triple 1 3/4 x 91/21' VERSA-LAM18)3100 SP Fee game: Arcitectural►nnEgan.BCC:r-B04 Job Name: Egan Description:GARAGE DOCO HEADER(2) Address: 1220 Main Street Specifier. City,State,Zip,Cotuit,MA Designer: Joe Madera Customer, Architectural Innovations Company: Shepley Wood Products Code reports: 1CB0 5512,NER 629 Mac:Wl . "��11 __... T .. .._ .. 1 l_-.�. ._1_��—,�-�---�___.. ,._� —���� !S+anoard Laad-40 psf I toper Trlbuin ci-7a0d r T �f l �..�... , i77.1 .. J i.,ct..c�f: ....,Au�'�t;l•,t J,.L��:._�...-w,w-, r r Ba 331 Ibs LL B1 732 Ibs LPL 333 Ibs LL 732 Ibs 0L Total Horizontal Length-09-08.00 General Data Load Summary Version: US Imperial ID Description Load Type: Ref. Start End Type Value Trib., Our. S Standard Load Unf,Area Left 00.00-00 09-05-00 Live 40 psf 01-00-00 100% Member type: Floor Seam bead 10 psf 01.00-00 W% Number of Spans. 1 1 Unf.Area Left 00-00-00 09.06-00 Live 30 psf 01-00.Do 115% Left Cantilever No Dead 15 psf 01.00-00 90% Right Cantilever; No 2 Trapezoidal Left 00.00-00 Live 0 pit n/a 90% 04-09-00 Live 0 pit n/a 90% slope: 0112 On a0-bi? Dead 90 pit n/a 90% Thbutary: 01-00-00 04-09-00 Bead 140 pit n/a 90% 3 Trapezoidal Right 00.00-00 Live 0 pit n/a 90% 04-09-00 Live 0 pit n/a 90% 0"0_00 Dead 90 pit n/a 90% Live load: 40 psf Dead Load: 10 psf 04.09-00 Dead 140 pif n/a 90% Partition Losd: 0 psf Controls Summary Duration: 100 Control Type Value %Allowable Duration Load Case Span Location Disclosure Moment 2283 R-Ibs 10.9% 100% 2 1-internal Neg.Moment 0 ft-Ibs nla '100% The completeness and accuracy of End Shear 789 lbs 8.2% 100% 2 1-Right the Input must be verified by anyone Total Load Defl. LJ2020(0,066") 11.9% 3 1 who would rely on the output a: Live Load Den, LU57(0,017") 5.4%, 3 1 evidence of suitability for a Max Defl. 0.056" 5.6% 3 1 particular application, The output above is based upon building Notes: code-accepted design properties Design meets Code minimum(L1240)Total toad deflection criteria• end analysis methods. Installation Design meats Code minimum(LIMO)Liver load deflection criteria. of BOiSE engineered wood Design meets arbitrary(V)Maximum load deflection criteria. products must be in accordance Minimum bearing length for 60 is 1.1/2"_ with the current Instaliatlon Guide Minimum bearing length for lit is 1-112", and the applicable building codes. Entered/Dlsplayed Horizontal Span Lengths)=Clear Span 4 1/2 min.end bearing a 1l2 Intermediate bearing To obtain an Installation Guide or If 9 you have any questions,please call Connection Diagram product installation, p 32.0788 before beginning Consult project design professional of record or BOISE technical representative for connection design product Nailing schedule applies to both side's of the member. BC CALM,SC FRAMERS,BC10, Member has no side loads. BC RIM BOAROTr' BC 080 RIM BOARD .BOISE GLULAMTH, Connectors are:18d Sinker Nails VERSA-LAMO,VERSA-RIMS VERSA-RIM PLUS, b;3„ - b-----_. VERSA-STRAND�" VERSA-STUDS,ALLJOiSTO anc c 2-3/4" B - f AJSTM are trademarks of d^12° ---� s_3„ 1 Boise Cascade Corporation. O C e 0 Page 1 of 1 _.t b L,. 11/17/2005 17: 00 5084284295 ICI ENTEPPPIES IFIC PAGE 06 IBC CALCM 2003 DESIGN REPORT-US Thursday,November 17,2005 15:24 Single 9 112" A1JSTm 20 MSR rile Name: Arcitectural Inn_Egan.BCC:J01 Job Name: Egan Description:JOIST AT STUDIO Address: 1220 Main Street Specifier: City State,Zip:Cotuit,MA Designer: Joe Madera Customer: Architectural Innovations Company: Shepley Wood Products Code reports: ISR-1144 Misc: ■,we nanw --.— ..------1_--__r_.__ ._I.•. ... . .._L Srandani Laad L•dtl R f 110 psf• OC 5Qecing 7. "'� `� ��� �i�o.7,.(n,�� ,: , (�(°�ra'L k777 14�,ii :t, f r l, 7777, „' so,1.1n" 350 Ibs ILL 360 Ibs LIL 90 The 4L go Ibs DL Total Horizontal Length-18-00.00 Ge"Ml Data Load Summary version, US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00.00-00 18-00-00 Live 40 psf 12" 100% Member Type: Joist Number of Spans: 1 Dead 10 psf 12" 9D% Left Cantilever: No Controls Summary Right Cantilever: No Contr^al Type Value %Allowable Duration Load Case Span Location Slope: 0112 Moment 2025 ft Ibs 59.6% 100% 2 1-Internal OC Spacing: 12'' Neg. Moment 0 ft4bs n1a 100% Repetitive: Yes End Reaction 450 Ibs 39.3,E 100% 2 1-Left Construction Type:Glued Total toad Defl. U429(0.504") 58.0% 2 1 Live Load Defl. U536(0,40$") 89.6% 2 1 Love Load 40 psf Max Defl. 0,504" 50.4% 2 1 Dead Load: 10 psf Span/Depth 22.7 n;a 1 Partition Load: 0 psf dotes Aurr;tron. 100 Design meets Code minimum(Ll240)Total 108d deflection criteria. Olsclosure Design meets User specified(LJ480)Live load deflection criteria. an by The completeness and accuse Design meets arbitrary(11)Maximum load deflection criteria, the input must es accuracy nof Minimum bearing length for 80 Is 1-112'. who would rely a verithe fied ed by a: Minimum bearing length for 01 is 1-112", evidence of suitability fora Entered/Displayed Wdrizonlal Span Lengths)=Glean Span +1/2 min.®rid bearing+112 intermediate bearing particular application, The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be In accordance with the current Installation Guddi and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. RC CALCO,BC FRAMERS,8010, BC RIM BOARD,SC OSB RIM BOARDTM,BOISE GLULAMM, VERSA-LAMS,VERSA-RIMS. VERSA-RIM PLUSS, VERSA-STRAND'a, VERSA-STUDO,ALLJOISTO anc AJS'M are trademarks of Boise Cascade Corporation., Page 1 of 1 �►4�SF.TM BC CALCO 2003 DESIGN REPORT- US Thursday,November 17,200515:22 Triple 1 3/4" x 91/2" VERSA-LAM®3100 SP File Name: Arcitectural Inn_Egan.BCC:FB01 Job Name: Egan Description:BEAM#1 Address: 1220 Main Street Specifier: City State,Zip:Cotuit,MA Designer. Joe Madera Customer: Architectural Innovations Company: Shepley Wood Products Code reports: ICBO 6512,NER 629 Misc: L._LT .! l l� � t��� � i�. �i 80 2980 tbs LL 81 827 Ibs DL 2960 Ibs ILL 627 Ibs DL Total Horizontal Length-12-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 12-04-00 Live 40 psf 12-00-00 100% Member Type: Floor Beam Number of Spans: 1 Dead 10 psf 12-00-00 90% Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Slope: 0/12 Moment 11675 ft-Ibs 55.8% 100% 2 1-Internal Tributary: 12-00-00 Neg.Moment 0 ft Ibs n/a 100% End Shear 3300 Ibs 34.2% 100% 2 1-Left Total Load Defl. L1347(0.421T) 69.1% 2 1 Live Load Defl. U444(0.333") 81.0% 2 1 Live Load: 40 psf Max Defl. 0.426" 42.6% 2 1 Dead Load: 10 psf Notes 1 Duration: Partition Load: psf Design meets Code minimum(U240)Total load deflection criteria. 00 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". a Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone who would rely on the output at who Horizontal Span Length(s)=Clear Span+1!2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical re n representative for connection design above is based upon building p g code-accepted design properties Nailing schedule applies to both sides of the member. and analysis methods. Installation Member has no side loads. of BOISE engineered wood products must be in accordance Connectors are: 18d Sinker Nails with the current Installation Guide a=2„ and the applicable building codes. ---d--- To obtain an Installation Guide or if b=T' _ .._- you have any questions,please call d_�Z/4" a� _ ,- ' (80D)232-0788 before beginning • ; product installation. e=3" o � o C BC CALCS, BC FRAMERS,BCIS, BC RIM BOARD- BC OSB RIM BOARDTM,BOISE GLULAMTM, -T-- -----e VERSXLAM®,VERSA-RIMS. e 0 0 VERSA-RIM PLUSS, VERSA-STRAND- VERSA-STUDS,ALLJOISTS anc -� b AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALCO 2003 DESIGN REPORT - US Thursday,November 17,200515:23 Triple 1 3/4" X 91/2" VERSA-LAM(g)3100 SP File Name: Arcitectural Inn Egan.BCC:F802 Job Name: Egan Description:BEAM#4 Address: 1220 Main Street Specifier: City State,Zip:Cotuit,MA Designer: Joe Madera Customer: Architectural Innovations Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 3 2 1 4 Standard Load-40 psf 110 psf Tributary 03-00-0 BO 3180 lbs LL i31 3180 Ibs 1LIL 1741 Ibs QL 1741 IN DL Total Horizontal Length-10-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 10-00-00 Live 40 psf 03-00-00 100% Member Type: Floor Beam Dead 10 psf 03-00-00 90% Number of Spans: 1 1 Unf.Lin, Left 00-00-00 10-00-00 Live 0 ptf n/a 90% Left Cantilever: No Dead 80 pif n/a 90% Right Cantilever: No 2 Conc.Pt. Right 02-00-00 02-00-00 Live 1680 Ibs n/a 100% Dead 896lbs n/a 90% Slope: 0/12 3 Conc.Pt. Left 02-00-00 02-00-00 Live 1680 Ibs We 100% Tributary: 03-00-00 Dead 896lbs We 90% 4 Unf.Area Left 00-00-00 10-00-00 Live 60 psf 03-00-00 100% Dead 15 psf 03-00-00 90% Live Load: 40 psf Controls Summary Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 11015 ft-Ibs 52.6% 100% 2 1-Internal Duration: 100 Neg.Moment 0 ft-Ibs n/a 100% Disclosure End Shear 4550 Ibs 47.2% 100% 2 1 =Left Total Load Defl. U427(0.281") 56.2% 2 1 The completeness and accuracy of Live Load Defl. L/661 (0.182") 54.6% 2 1 the input must be verified by anyone Max Defl. 0.281" 28.1% 2 1 who would rely on the output a: evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(L/360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for B1 is 1-1/2". products must be in accordance Entered/Displayed Horizontal Span Langth(s)=Clear Span+112 min.and bearing+ 1/2 intermediate bearing with the current Installation Guide and the applicable building codes. Connection Diagram To obtain an Installation Guide or if Consult project design professional of record or BOISE technical representative for connection design you have any questions,please call Nailing schedule applies to both sides of the member. p g product in0788 before beginning Member has no side loads. product installation. Concentrated loads are not considered in side load analysis. BC CALCO, BC FRAMERS,SCID, Connectors are:16d Sinker Nails BC RIM BOARDTM,BC OSB RIM BOARDW,BOISE GLULAMTm, VERSA-LAMS,VERSA-RIMS. a=2 --.d VERSA-RIM PLUSS, b=3" _ VERSA STRANDTm, c=2-314" a T i VERSA-STUDS,ALLJOISTS anc e=3� -� o p AJS are trademarks of , Boise Cascade Corporation. C \ ; 1 -r G Q o o f .; Page 1 of 1 - b SC CALCO 2003 DESIGN REPORT- US Thursday,November 17,200515:23 Double 1 3/4" x 11 7/8" VERSA-LAMO 3100 SP File Name: Arcitectural Inn Egan.BCC:F803 Job Name: Egan Description:BEAM#5 Address: 1220 Main Street Specifier City State,Zip:Cotuit,MA Designer: Joe Madera Customer: Architectural Innovations Company: Shepley Wood Products Code reports: ICBO 6512,NER 629 Misc: Standard Load BO psf 15 paf T lburary BO 1260 Ibs LL B1 397 Ibs DL 1200 Ibs LL 397 Ibs DL Total Horizontal Length-14-00.00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 60 psf 03-00-00 100% Member Type: Floor Beam Number of Spans: 1 Dead. 15 psf 03-00-00 90% Left Cantilever: No Controls Summary Right Cantilever. No Control Type Value %Allowable Duration Load Case Span Location Slope: 0/12 Moment 5799 ft-Ibs 27.3% 100% 2 1-Internal Tributary: 03-00-00 Neg.Moment 0 ft Ibs Na 100% End Shear 1423 Ibs 17.7% 100% 2 1-Left Total Load Defl. L/802(0.209") 29.9% 2 1 Live Load Defl. 0055(0.159") 34.1% 2 1 Live Load: 60 psf Max Defl. 0.209" 20.9% 2 1 Dead Load: 15 psi Notes 1 Duration: Partition Load: psf Design meets Code minimum(U240)Total load deflection criteria. 0D Design meets Code minimum(1-/360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO Is 1-1/2". the input must be verified by anyon Minimum bearing length for 81 is 1-1/2". who would rely on the output a: Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min:end bearing"+1/2 intermediate bearing evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design code-accepted design properties above is based upon building Member has no side loads. p g and analysis methods. Installation of BOISE engineered wood Connectors are:16d Sinker Nails Products must be in accordance a=2" with the current Installation Guldf b=3„ b and the applicable building codes. c=4" �- _ To obtain an installation Guide or if 8 N you have any questions,please calf d=12" +-- (80D)232-0788 before beginning product installation. C BC CALCO,BC FRAMERS,BCIS, � BC RIM BOARD-,BC OSB RIM �. BOARDTm,BOISE GLULAM-, • '-- VERSALAM®,VERSA RIM®. VERSA-RIM PLUS®, VERSA-STRAND'v, VERSA-STUDS,ALLJOISTO anc AJS*"are trademarks of Baise Cascade Corporation. Page 1 of 1 dip " BC CALC®2003 DESIGN REPORT- US Thursday,November 17,200615:23 Triple 1 3/4" x 91/2"VERSA-LAM®3100 SP File Name: Arcitectural Inn_Egan.BCC:F804 Job Name: Egan Description:GARAGE DOOR HEADER(2) Address: 1220 Main Street Specifier: City,State,Zip:Cotuit,MA Designer. Joe Madera Customer. Architectural Innovations Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 2 - - a - Standard Load-40 psf 110 psf Tributary 01-00 0 WHERMI Is", IN BO 61 333 Ibs LL 333 Ibs LL 732 Ibs DL 732 Ibs DL Total Horizontal Length-09-06-00 General Data Load Summary . Version: US imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 09-06-00 Live 40 psf 01-00-00 100% Member Type: Floor Beam Dead 10 psf 01-00-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 09-06-00 Live 30 psf 01-00-00 115% Left Cantilever: No Dead 15 psf 01-00-00 90% Right Cantilever: No 2 Trapezoidal Left 00-00-00 Live 0 pit n/a 90% 04-09-00 Live 0 pit n/a 90% Slope: 0/12 00-00-00 Dead 90 pit n/a 90% Tributary: 01-00-00 04-09-00 Dead 140 pit n/a 90% 3 Trapezoidal Right 00-00-00 Live 0 pit n/a 90% 04-09-00 Live 0 pit n/a 90% 00-00-00 Dead 90 pit n/a 90% Live Load: 40 psf 04-09-00 Dead 140 pit We 90% Dead Load: 10 psf Partition Load: 0 psf Controls Summary Duration: 100 Control Type Value %Allowable Duration Load Case Span Location Disclosure Moment 2283 ft-Ibs 10.9% 100% 2 1-Internal Neg.Moment 0 ft-Ibs n/a 100% The completeness and accuracy of End Shear 789 Ibs 8:2% 100% 2 1-Right the input must be verified by anyone Total Load Defl. U2020(0.056") 11.9% 3 1 who would rely on the output at Live Load Defl. L/6667(0.017") 5.4% 3 1 evidence of suitability for a Max Defl. 0.056" 5.6% 3 1 particular application. The output above is based upon building Notes code-accepted design properties Design meets Code minimum(L/240)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria. of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria. products must be In accordance Minimum bearing length for BO is 1-1/2". with the current Installation Guide Minimum bearing length for B1 is 1-1/2". and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min,end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you have any questions,please call Conner:tion Diagram product 32 stall before beginning Gonsult project design professional of record or BOISE technical representative for connection design product installation. Nailing schedule applies to both sides of the member. p BC CALC®,BC FRAMERS,BCI®, Member has no side loads. BC RIM BOARD-,BC OSB RIM BOARDW,BOISE GLULAMTM, Connectors are:16d Sinker Nails VERSA-LAM®,VERSA-RIMS a=2" VERSA-RIM PLUS@, -— -d-- ---- VERSA STRANDT^" c-2-3/4" -� VERSA-STUDS,ALLJOISTS anc d= -3 — \" AJS111 are trademarks of � Ir , Boise Cascade Corporation. e=3" o I O C e O O Page 1 of 1 -�b BC CALC®2003 DESIGN REPORT - US Thursday,November 17,200615:24 Single 91/2"A.ISTM 20 MSR File Name: Arcltectural Inn Egan.BCC:J01 Job Name' Egan Description:JOIST AT STUDIO Address: 1220 Main Street Specifier. City,State,Zip:COW,MA Designer. Joe Madera Customer. Architectural Innovations Company: Shepley Wood Products Code reports: ISR-1144 Misc: 40 pet 10 l,._psf OC Spacing.12"� Standard Loed r B0,360 Ibs LL LL 131,1-1/2- 90 fbs DL 360 Ibs ILL 90 Ibs DL Total Horizontal Length-18-00.00 General Data Load Summary Version: US Imperial ID ,Description Load Type Ref. Start End Type Value OCS Du►, S Standard Load Unf.Area Left 00-00-00 18-00-00 Live 40 psf 12" 100% Member Type: Joist % Number of Spans: 1 Dead 10 psf 12" 90 Left cantilever: No Controls Summary Right Cant€lever. No Control Type Value %Allowable Duration Load Case Span Location Slope: 0112 Moment 2025 ft Ibs 59.6% 100% 2 1-Internal OC Spacing: 12, Neg.Moment 0 ft-lbs n/a 100% Repetitive: yes End Reaction 450 ibs 39.3% 100% 2 1-Left Construction Type:Glued Total Load Dell. U429(0.504") 56.0% 2 1 Live Load Dell. U536(0,403") 89.5% 2 1 Live Load: 40 psf Max Dell. 0.6M' 60.4% 2 1 Dead Load: 10 psf Span/Depth 22.7 n/a 1 Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. nyon Minimum bearing length for BO Is 1-1/2". the input must be verified by a Minimum bearing length for B1 is 1-1/2". who would rely on the output a: evidence of suitability for Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.and bearing+ 1/2 intermediate bearing particular application. The output above is based upon building s code-accepted design properties and analysis methods. Installation of BOISE engineered wood Products must be In accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232.0788 before beginning product installation. BC CALC®,BC FRAMER®,BCI6, BC RIM BOARD*"",BC OSB RIM BOARD'"" BOISE GLULAMTN, VERSA-LAM®,VERSARIM®. VERSA-RIM PLUS®, VERSASTRAND-, VERSA STUD®,ALLJOISTO anc AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®2003 DESIGN REPORT- US Thursday,November 17,2005 15:24 Single 91/2"AJSTm 20 MSR File Name: Arcitectural Inn_Egen.BCC:J02 Job Name: Egan Description:TYPICAL FIRST FLOOR JOIST Address: 1220 Main Street Specifier: City,State,Zip:Cotuit,MA Designer. Joe Madera Customer: Architectural Innovations Company: Shepley Wood Products Code reports: ISR-1144 Mlsc: ____ Ti Standard Load 40 r i B0,1-1/2" 12-06-00Ak 11-06-00 B1,3-1/2" B2,1-1/2" 290 lbs LL 801 lbs LL 270 ibe LL 84 lbs DL 200 lbs DL 58 lbs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Our. S Standard Load Unf.Area Left 00-00-00 24-�00-00 Live 40 psf 16" 100% Member Type: Joist Number of Spans: 2 Dead 10 psf 16" 90%. ` Left Cantilever.. No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Locatlon Slope: 0/12 Moment 1206 ft-lbs 35.5% 100% 2 2-Left OC.Spacing: 46" Neg.Moment -1206 ft-lbs 35.5% 100% 2 1-Right Repetitive: Yes End Reaction 354 lbs 30.9% 100% 4 1-Left Construction Type:Glued Int,Reaction 1001 Ibs 34.2% 100% 2 1-Right Cont.Shear 513 lbs 44.2% 100% 2 1-Right Live Load: 40 psf Total Load Defl. U1398(0.10711) 17.2% 4 1 Dead Load: 10 pef lave Load Defl, U1836(0.092") 29.3% 4 1 Partition Load: O.psf Total Neg.Deft. -0.032" 6.4% 4 2 Duration: 100 Max Dell. 0.107" 10.7% 4 1 Span/Depth 15.8 n/a 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria, the input must be verified by anyon Design meets User specified(U480)Live load deflection criteria. Who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/7'. Particular application. The output Minimum bearing length for B1 is 3-1/2". above is based upon building Minimum bearing length for B2 is 1-1/2". code-accepted design propertles Entered/Displayed Horizontal Span Length(s) Clear Span t 1/2 min.end bearing+1/2 intermediate bearing and analysis methods. installation of BOISE engineered wood products must be in accordance with the current Installation Guidf and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®,BCIS, BC RIM BOARD-,BC OSS RIM BOARD- BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®. VERSARIM PLUS®, VERSA-STRANDTIA VERSA STUD®,ALLJOISTO anc ASTm are trademarks of Boise Cescade Corporation. Page 1 of 1 ASS,ESSORSr GENERAL NOTES MAP 33 LOT 10 �° 1 . RECORD OWNER IS — THERESA A. EGAN CONCRETE BOUNDS WITH DRILL HOLES (FOUND) t 7 DURHAM STREET ASSESSORS BOSTON, MA 02115 S , MAP 33 Ep_12q') = DEED BOOK 10452 — PAGE 121 s yp LOT 11 (DE 123.4 ! y STAKE AND TACK (FOUND) 2. PROPERTY IS SHOWN AS LOT 13 ON ASSESSOR'S MAP 33. I 1 STORY WOOD SHED 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. ON JUNE 27; 2002 AND COMPILED FROM DEEDS AND PLAN (PLAN BK 246 — PAGE 149) ON RECORD ASSESSORS. • AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 1- STORY WOOD MAP 33 4. ORIGIN OF BEARING AND ROAD LAYOUT IS FROM PLAN ENTITLED "PLAN OF A ROAD LOT 9-2 } IN COTUIT AS DEFINED BY THE SELECTMEN" DATED APRIL 1923. CAR PORT ON RECORD AT THE TOWN OF BARNSTABLE ENGINEERING OFFICE. 5.25'-po 15.1' 5. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM �9.75' FIELD SURVEYS PERFORMED BY ATLANTIC DESIGN o ENGINEERS, INC. ON JUNE 27, 2002. of 28.67' 1-1/2 STORY CD 6. PARCEL LIES WITHIN FLOOD ZONE C PER FIRM PANEL #2500001-18D, p GARAGE N n DATED JULY 2, 1992. rn l 7 sT,o N0 4t 7. PROPERTY LINE SETBACKS ARE SHOWN AT POINT ON EXTERIOR OF FOUNDATION 0 1220 o No CLOSEST TO THE LOT LINE DIMENSIONED TO. Co cr! FOUNDATION o r' ADDITION 2 8. MEASUREMENTS SHOWN FOR FOUNDATION ARE EXTERIOR FOUNDATION DIMENSIONS. Ln EXISTING FOUNDATION 9. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES. ASSESSORS ASSESSORS MAP 33 73.2' MAP 33 LOT 13 LOT 12 126.1' (DEED-132') I CERTIFY THAT TH Ir CTS FOUNDATION ASBUILT MAIN STREET (PUBLIC — 33 FT WIDE) c H. o DITIONS As F 11/21/03 o J1 �LI�o3 GLESS5 � �� `�'` °� S27'55'00"W EDWIN H. IC. # 39045 i' JMD t0a4STK EXISTING GRADE INCORPORATED SCALE CLIENT FOUNDATION AS_B_UILT PLAN P 01 0. 084' Civil Engineers and Land Surveyors ARCHITECTURAL INNOVATIONS =' �' DATE: 11 21 03 SCALE 1 = 30 ;y �= —`—�.� - �.L P.O. BOX 1386 0 5 10 15 30 P.O.BOX 2056 20 MAIN STREET SHEET NO. SOUTH DENNIS, MA - 02860 COTUIT,MASSACHUSETTS COTUIT,MAS�SACHUSETTS __ _jGl (508)385-7701 (508)385-7702 (FAX) DATE I REVISIONS 1" OF 'l ASSES MAP ORs GINRAL N OAS 3 - ' LOT 10 x r. RECORD OWNER IS - THERE A. 'EGAN CONCRETE BOUNDS WITH DRILL HOLES (FOUND) 1 7 DURHAM STREET ASSESSORS _ BOSTON., MA 0211 MAR. 33 B 1045 = 1 F 124 ) . DEED BOOK 2 PAGE- 12 LOT 11 � � _ 9, 2. PROPERTY IS SHOWN. AS LOT 13 ON ASSESSOR'S MAP 33. STAKE AND TACK (FOUND) - 3. PROPERTY LINES DEPICTED, HEREON ARE BASED ON A FIELD 34.0' SURVEY B Y ATLANTIC DESIGN ENGINEERS, INC. ON JUNE 27, 2002 AND COMPILED FROM DEEDS AND PLAN (PLAN BK 2416 .- PAGE 149) ON RECORD 18.3' AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 1 ASSESSORS , 15.4 MAP 33 4. -ORIGIN OF BEARING AND ROAD LAYOUT IS FROM PLAN ENTITLED "PLAN OF A ROAD - LOT 9=2 IN COTUIT AS DEFINED BY THE SELECTMEN" DATED APR IL- 1923, ON RECORD AT THE TOWN OF BARNSTABLE ENGINEERING OFFICE. w 5. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM 15.4' � ' - 24 3 FIELD SURVEYS PERFORMED BY ATLANTIC DESIGN ENGINEERS, INC. ON JUNE 27, '2002. PARCEL LIES WITHIN FLOOD ZONE C. PER FIRM PANEL 2500001-18D, o EXISTING `. DATED JULY 2, 1992. No o . q DWELLING o N 7. PROPERTY LINE SETBACKS ARE SHOWN AT POINT ON EXTERIOR. OF FOUNDATION NO.1220 ' oy CLOSEST TO THE LOT LINE DIMENSIONED TO. �.Q MEASUREMENTS SHOWN FOR FOUNDATION ARE EXTERIOR FOUNDATION DIMENSIONS. cs 9. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES: 112:5 +. - ASSESSORS- ASSESSORS MAP 33 MAP 33 LOT 13 LOT 12 I CERTIFY THAT THIS 'Ar©EP.CTS FOUNDATION ASBUILT CONDITIONS AS THE�oS�T� 0�� 3/2/06 6 (DEED-132 ) . VD-WIN H. GL A� IC ,' 39045 MAIN STREET (PUBLIC — 33 FT WIDE) S27055'00"W Nbi PROJECT EXISTING GRADS INCORPQRATD SCALE CLIENT FOUNDATION AS<BUILT PLAN 1084, I-zo Civil Engineers and'Land Surveyors » ARCHITECTUR:AL INNOVATIONS FOR " PATE 3' 06 0.6'' P.O. Bo SCALE 1 - 30 L6/— X 1386 0 5 10 15 30 P.O. BOX 2056 1220 MAIN STREET SHEET NO: SOUTH DENNIS, MA — 02660 COT.:, :. - • UIT,MASSACHUSETTS COT[JIT,MASSAGHtJSETTS _ (508)385-7701 . (508)385-7702...(F�)... # DATE :. REYISIONS. e ASSESSORS G E N E RA L NOTES MAP 33 LOT 10 1 . RECORD OWNER IS - THERESA A. EGAN CONCRETE BOUNDS WITH DRILL HOLES (FOUND) 7 DURHAM STREET ASSESSORS BOSTON, MA 02115 MAP 33 (pEBp_124') DEED BOOK 10452 - PAGE 121 LOT 11 123.4' 2. PROPERTY IS SHOWN AS LOT 13 ON ASSESSOR'S MAP 33. STAKE AND TACK (FOUND) J t 1 2' 1 STORY WOOD SHED 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. ON JUNE 27, 2002 EX BLDG TO AND COMPILED FROM DEEDS AND PLAN (PLAN BK 246 - PAGE 149) `ON RECORD BE RAZED 18' AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. PROPOSED STRUCTURE ASSESSORS. r 6' MAP 33 v 4. ORIGIN OF BEARING AND ROAD LAYOUT IS FROM PLAN ENTITLED "PLAN OF A ROAD LOT 9-2 IN COTUIT AS DEFINED BY THE SELECTMEN" DATED APRIL 1923. i - - ON RECORD AT THE TOWN OF BARNSTABLE ENGINEERING OFFICE. 5. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEYS PERFORMED BY ATLANTIC DESIGN �24 ENGINEERS, INC. ON JUNE 27, 2002. 0 6. PARCEL LIES WITHIN FLOOD ZONE C PER FIRM PANEL #2500001-18D, o f m DATED JULY 2, 1992• , EX. o o k o c NO. 1 229 ! o N 7. PROPERTY LINE SETBACKS ARE SHOWN AT POINT ON EXTERIOR OF FOUNDATION o CLOSEST TO THE LOT LINE DIMENSIONED TO. 00 8. MEASUREMENTS SHOWN FOR FOUNDATION ARE EXTERIOR FOUNDATION DIMENSIONS. i 9. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES. 12.7' I ASSESSORS - ASSESSORS MAP 33 7.4.2_ ` MAP 33 LOT 13 LOT 12 _. 126.1' _ (DEED-132') f ta• MAIN STREET (PUBLIC 33 FT WIDE) Cg�c1 � GLEES N ,: f S27.5w^ e z, SS�o t 1084SrFE PLAN -+` CLIENT PROJECT N0. EXISTING GRADE INCORPORATED civic s SCALE CERTIFIED PLOT PLAN 1084 NCt AR Civil Engineers and Land Surveyors po F 0Z4 SALE 1" 30' ARCHITECTURAL INNOVATIONS' FOR DAM,.10 21 04 G -- P.0. BOX 1366 /37rER�� �f 5,.10 15 30 P.O.BOX 2OS6 1220 MAIN STREET SHEET NO. SOUTH DENNIS, MA - 02660 s/pNq� EN6�� COTUIT,MASSACHUSETTS COTUIT,MASSACHUSETTS ic 1 'OF 1 (508)385-7701 (508)385-7702 (FAX).• DATE REVISIONS. T V v 4 1