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Home My WebLink About0251 MAPLE STREET r � 1 � f, �,t � t `t V � �,. a .. • I . � l Y i IT l� {• � �dL/d� • i �VAr°� -- Town of Barnstable _ Building BAFLNSTAE Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MAM �$ Posted Until Final Inspection Has Been Made. �e�'n11t .Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. ` B-19-4256 Applicant Name: Michael Rockwell c/o The House Company Approvals Date Issued: 01/13/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 07/13/2020 Foundation: Location: 251 MAPLE STREET,WEST BARNSTABLE Map/Lot: 132-036-002 Zoning District: RF Sheathing: Owner on Record: DIETZ, NANCY A TR Contractor Name: MICHAEL S ROCKWELL Framing: 1 Address: 251 MAPLE STREET Contractor License: CS-074034 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $40,000.00 Chimney: Description: Remodel existing kitchen. New floor,cabinets,appliances and Permit Fee: $254.00 Insulation: counters Fee Paid: $254.00 Project Review Req: Date: 1/13/2020 Final: wl Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuan icia Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ,� Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing �' Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed _ Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Pe tracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: `� plans are to be available on site � Building p Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable *Permit# Expires 6 months from issue date Regulatory Services Fee s . BAM , 6 ESS PE Scali,Interim Director �6 Building Division JA N 16 2014 Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 11An''AA11� www.town.barnstable.ma.us Office: 508TQYWQF BARNSTABLE Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL. ONLY I�. 3 Not Valid without Red X-Press Imprint Map/parcel Number / Q (v p [ac /9 Property Address Z�( � P/ S / ((�p � l�S�J¢/bJ/�� IV A- d Z�6 Residential Value of Work$. ?,qj3 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Igpq 6 l 'Z I�5�` ulo6� AA�� k 9*4 d z61 BrtaW /U. Contractor's NameUAw,6oi� / Ja t,t W//(J[�0�e S Telephone Number �D Home Improvement Contractor License#(if applicable) f 7 12,tt Email: Construction Supervisor's License#(if applicable) U 2_'S 7V 7 orkman's Compensation Insurance Check one: ❑ I am a sole proprietor Wam the Homeowner have Worker's C pensation Insurance Insurance Company Name , d Workman's Comp.Policy# A lee,- 9g?M9L2,r2,,3% 7 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-siderut . Replacement Windows/doors/sliders.U-Value • 3 v (maximum.35)#of windows �' #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. •Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is r uire . SIGNATURE: TAKEVIN_D\Buildi ges�EXPRESS PERMIT�EXPRESS.doc Revised 061313 All�c�49GTt9 Rene�nral ,Y ut�st-sua �Andetsen �war;:BY rLvA� s �r: �U ;., , wumoa etruceevear v� cv, 26Alblm,Road • Ui coln,RI02865 uainrn-IW7 .:k'►%one866.5f�.2255'•Iaxt�1.63S.66U2 • . - _ ¢,�7es�irSiSCc'8� Socfhem Nei*8mghiad Hfimdaws,LL d/b/a Rma%-A byAadereaaof 8oa&era New Endand - CUSTOb1 VMUMV AND DOOR REMODEUNG AGREE MENT eup s'tsJ�Art� '&44, 7rs�c!apesm:nc etp'eo)S-U .C�r&�.sd Zq Cedc 1 FM aer l�1.�v�Q �.�,ow 5+ .y..& �— MAI E.�'Aipd4ase •�.�Are4 mil�Y..v�/r�L��erteTdlNu�eNwebH• ��` - ".91LYFT1,rlm,N,�rBir Buyer@ Hereby job4i and severarlg agms to-purcra a tke pt+DFah=zpdr ar urv+ceuu of Soarhem New.Eelgla W ViladcA4%LLC d/b/a IL-dew-al �r a►nder zn of Saurrrera e�.Englsrrd f,"Ccn�cea�j,;.-;_ccwdarwe v ith the terror and•eooratons d:se*ed eon the fi=t..od she SeMM of this agoemimt snd on the ttwehed'Pocifi-e n-Ineet;9,(;col'uN=MIS tb s':�eernen F . Cl Kindfle Cl Condo O gOAY Tcat lab Afoor.nr:_�M 31- ln=md Surwe Due. Method of P>ytrart p.Ear ck Q Cash Q Pai rmed I Dapcalt t..zi, d(pax& I. �j / :', I Cret1l:CwtsaaeueeprdvdcpasE,t only-rnaodnAirn lis'oftfx Wianoe at 5tut.e jeb(33s6)t ,� pro(iot oost,{Ffe see fw tit Cant PSJmees FoenJ�rigme tins ltr d Cteyledoa e,2nocmmr,yearn ukrowlekv thactM Bdw^,e at5tar,efleb=d d.a Salartce on Sutstartel: Mtmm an Subsmt.W C=vlearon of lob cLimc be rnede by aeta Comiftoort of jb(33 A cud and four,he nude by pmorml check haalz.chwk oroah Buyers)agrees and umdeesttutds that this Agreement cowdntses the enure mWo,><>R mding betvreen the parties,and that there axe no verbal understandings chaxgsag any of the terms of this Ag t;Buyac(s)acknowled„.—that Shyer.s) (a)has read this Agreement,vmderstands the teraw of this Alreeateets caul h2k reoehvd n completed.signed,and dated copy of this Agraeumvit,iachsdiog the Tao sutathed.Notice5 of Cancellation,on the dare fustwrattm abot m mod(2)wits ort>Xy informed of Buyer%right to&"tat this Agreesaeut.DONOT 51GNTffi9 CONTRACT IF TWME ARE ANY BEAKKSPAMS. ,/Rhode IsUndSalee Only)N'odoe to Buyen(1)Do not sign tiusr Agireemtat if any of the spaces iou-nded for the weed terms to rise extent of then avaflaBic information aft leSblauk.(2)You are entitled to is ropy of this Agreetneat at the time you Sign it.($}Fon>usay at suy time pay o8 the titD mtpaid balance ttue>mdrr t3»Agteeutents and in.so doing you any be eatided to reeafive a parifal rebate of the Senesce anti iaaurana e'elaa�;ear (4,i.Tbe aetler bar,no right to tmiawfmlly enter pour paexials" or eoA>mtt away breuc7t of the por$ca to repossess bnoda posr3a3sEA nastiest this Ag-cmeat.(5)TO MW caned this Agoetmerst if it boo net been signed at the male office or a branch tic a of the arIler,ytrmvndod you notify i1to seller nt his at bet main.off ca or branch oiBce sba:vno:.ia the Agree�etut by*reglecereri or oe�rtified mas7,which s haube pasted not•latsrtbam aiitiadgbt oL she third caloudlar..ds<ys+Iter.l3ae dsiy ont+hitia the buyer sipps theAgiraramtedt,4-alln ing sumany strid anyhcHday oawhich te�dar mail dQlicvrlps;art.aot.r Ands:Bee the accas np9oyCagsotice of enaeellationfurmfw an vxjRlariation of bayees rights. 3u-yer.;s)tece,:red a rme r edwm on n-.a era1s prvtidtd by rive Rho r Xsland:Conliactors Rr*tr_-"Be-ard: (e?swt Aj4* Renewal by of Southern NeWUghod s) Bttyer{s) S •t� Anger .. anise Siesatare • E 7C;- a tilsiYame Pm�3ocz fart pr;r;,�7ame Print s`time YOU, THE BU'YWS} BUT CANCM TIES-T'RIANSACT10N AT ANY TD=PRIOR TO 13IDMCKr Or Tue Tg17RD BUSINESSDAYAFFMT1Ei DATE OPTIEST]IONSACTION.SIB THE AT1:ACHEDWOTYCEO'FCANCE IfATION.TURMS FOR AN EXPI.ANATION OFTHIS RIGHT_. NOTICE OF CANCELLATION • = NWICE&GANGELLATION Date ofTomsactibn f You rimy canned i Data ofTFansaoitiah ' 'You nreay eaned this transaction.witho 'arty p. ty or obligation,withinr I thh'transacton;with6ut airy' penalty-or obligation.within three business days from the above nits.If you curwel,any . three business days ftw n Vw Beene date.if you cancel;any prgmrcy traded in.any payments made by you under the 1 property traded in,any payments made by you under.the Contract or Sale,and any negotabte instrtemettt executed I Contract or Sale,and any negodabte Instrument executed by you will tie r2tamted wWin tat buein6a days foltowfrig 1 by you WIl be►eitwn within ten-b6lness des folI&A'nZ receipt by the Seller of yovr•caneetla&n notke,and any receipt by`the Seller of your cancellation notice.WW any security interest arisfng out of the transaction will he security•interest.arising out.of the transaction will he 1RnoMed.dyoo cantel,you muse makemmilableto the Seller l: tanceted.Hyou cancel,you must mates available to the Seller at your residence;in substantiatIt as good c onditiori as when I. at your r:esfdine ,in stibstantfatlj as good conaldon as when received,any goods'delivered to you under this-Contract or r received,any goods delivered to-you tinder this Contract or Salk or you may,if you.wish;comply with the fnstruct9ons of I Sale;or you may,•ff ylou wish,tornQly teeth the instruttiatls of tlreSeller•eegnrdingViereturnshIpmentofthe.goadsetthe thrSellers�trdinyWereturnshipmentofthe.goodsatth,e. SelleNh and•Hsk.11youdo:matte;the g�000dsavailable• (:Sell&,hexpense and rlak.Ii you do make the Voods'avallable to the Sand the Selier..dol•s nat•plik-thirn up wfcthin to the Seller grid the Seller does not.pick them up vtktNn tvreirtjr of'the'date of tarp ellaitidn,yvu.may ee4afn or- I:';wt trey d of the dne of eant�(l.`d�,.you M*retain or didposos of the goods`wititvut any tuidicli obhgailorti If you I dtspooso bf the goods without any further obligation.N you t tail Eo maleoi lire goody avt31b1ei to the Selref;er:ii you agree;-I- fail th-make"tRe Sachs available to i to Seller;or-if yen agree to tv pun the toads to the Seller and fail to do so,thorn you i'to return the goods to-the Seger and h1ll.tti do soy then you remain I'nsbte nr performance of all obligations untler the resttsin IkWe for peffannatice of all eblWom►_under.the t-oattracf.7oy ceamoel this trantaetleri,nna11 or dellvu a sfglted I ConiwATe cancel this fxrmsactlen,mall or delh►er a Aped and dated copy of this cancellation notice or arty otircr I and tilted copy of this tancoUation notice-or any other written notice,orsendateieg26r�+tonanowm1hyAndarsanof.J, wriltes notice,arsendatetcnramtoRenewalbyAmlersenal Soutlrem•Now En gtAlblon R ht,(tl 865,_:I. Southern Now Enp�d at 2CAlbion Road Une otn.RI 02865, NUT LATER THAN MI0NIGHT OF _ I Maw) LATER THAN MIDNIGHT OF (Daft) HEEt)68Y CANCELTHISTRANSACTION I r f HEREBY CANCELTHISTRANSACTION. X, earer'sS�e 'PrirtMnn�e •Otte Bbrvhtlrirttwrc MntNmae [late RbACcpr.WW BtyerCop•�Yellow BuyeaCoWrf4dc Southern New England Windows d.b.a Renewal by Andersen of SNE Massachusetts -Department of Public Safety Board of Building Regulations and Standards Cor"truction Supervisor License: CS-M707 �l { 4♦ / BRUN D DENNISON ' 7 LAMBS POND EIR I s Chariton MA 01507 , 1 Expiration Commissioner 09/08/2014 o rtcueq 4 pp Office of Consumer Affairs Business egu& 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Regisimum: 173245 Type: Supplement Card SOUTHERN NEW ENGLAND WINDOWS LL 6mira0on: 911942014 DENNISON BRIAN - - 1137 PARK EAST DRIVE -- WOONSOCKET,RI 02895 ----------- --- - -- Update Address and retom cud Mark reason for dmga su r o-iowv�i c_Addreu ❑Rmewal r Employment Q Lost Cad 'LD afCmsna—Art.6a 6 eadaeu Rgehti- Iicease or regitu tim valid for todhldol ose only V�E IIPROVEfAENf CONTRACTOR before the Kpiratim dare.If(bond return to: Office of Consumer Alhin and Swioeas Regohli m • TO- IOParkPlain-Suite5170 r2lorc WIW014 Supplement:;2m Boston,NA D2116 SOUTHERN NEW ENGLAND WINDOWS LLC. RENEWAL RY ANDERSON DENNI RO K BW _T 1137 PARK EAST DRIVE WOONSOCKET.RI 02895 Uoderarrremry Not valid witbout signature k•51� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations f' 600 Washington Street _= Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Con tractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): f/11 LAC Address: a (o affiJC2tj RotLel City/State/Zip: �IA/CD1N /�.�.�� oxabS Phone-# ��E�/ - a? g" �� Are you an employer?Check the appropriate box: Type of project(required): 1.[d I am a employer with 02 0 4. ❑ I am a general contractor and I 6 ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9 ❑ Building addition [No workers' comp.insurance comp.insurance.t required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their t I.[]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13 Other A comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation po icy initntnation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must rubmit a new affidavit indicating such. tCohwactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Sllr'Qi1V e cr.A/ Policy#or Self-ins.Lic. 7 4=2)1.9 1.?3 S�2= Expiration Date: g4z ll�t. Job Site Address:, l 4,l rt Iy(� s� City/State/Zip:w1/• S(t'lp6T1�1e, Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of 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 under the pains and penalties of perjury that the information provided abow is true and correct Signature: Date: _ Phone# l e Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.'Plumbing Inspector 6. Other Contact Person: Phone#: Client#:30124 SOUTNEW ACORD. CERTIFICATE OF LIABILITY INSURANCE °A 8/06/06/ '°°'YYYY' 2013 THIS CERTIFICATE IS ISSUED AS A-MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS-UPON THE CERTIFICATE MOLDER.THIS CERTIFICATE DOES NOT AfFIRMATIVELY-OR-NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED-BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). co TACT Anita Little PRODUCER NAME; Willis of New Jersey,Inc. A/c°Ne E q/Cxt,856 914-4660 No): 856-914-1881 1015 Briggs Road,PO Box 5005 ADDRESS: anita.little@willis.com PO Box 5005 INSURER(S)AFFORDING COVERAGE NAIC A Mount.Laurel,NJ 08054 INSURER A:Selective Insurance Co of the S 39926 INSURED INSURER B:Argonaut Insurance Co. 19801 Southern New England Windows LLC INSURER C Beacon Mutual Ins.Co. 24017 D/B/A Renewal by Andersen INSURER D 26 Albion Road INSURER E: Lincoln,RI 02865 INSURER F: COVERAGES CERTIFICATE NUMBER: I REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY 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.- LTR TYPE OF IN DDLISUBR SURANCE NSR WVD POLICY NUMBER MMILDIDY EFF POLICY EXP LIMITS A GENERAL LIABILITY S202945900 M.10/2013 08/1012014 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY 1 PREMISES Ee oaTurrOence $10O 000 CLAIMS-MADE 51 OCCUR i MED EXP(Any one arson) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3;000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG $3,000,000 POLICY JR O- LC COMBINED SINGLE LIMIT $ A AUTOMOBILE LIABILITY S202945900 81,10/2013 08/10/201 Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED I BODILY INJURY(Per accident) $ AUTOS AUTOS ! PROPERTY DAMAGE $ X HIRED AUTOS X AUTOSwNED i Per accident A X UMBRELLA LIAB OCCUR S202945900 8I,10/2013 08/10/201 EALOCCURRENCE $5 000.000 EXCESS UAB CLAIMS MADE AG $5 00O 000 DED RETENTION$ $ C WORKERS COMPENSATION 0000068028-RI 8/21/2013 08/21/201 X IFR OTH AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N AIC92781835239408121/2013 08/21/201 E.L.EACH ACCIDENT $1 OOO O OFFICERIMEMBER EXCLUDED? FN NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 000 O O If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below I I DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If ore space Is required) CERTIFICATE HOLDER CANCELLATION Southern NE LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 26 Albion Road ACCORDANCE WITH THE POLICY PROVISIONS. Lincoln,RI 02865 AUTHORIZED REPRESENTATIVE - SN ©1988-2010 A--CORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S215109iM215088 AXL 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION N?ap Parcel Q36-0G 2— Application# Health Division Conservation Division ;` Permit# Tax Collector Date Issued l Treasurer Application Fe Planning Dept. Permit Fe ®. G� Date Definitive Plan Approve y Planning Board l� �� Historic-OKH Preservation/Hyannis c� Project Street Ad ress as') M 14 P LE ST RFE i Village lvo_s r t2etati s -146ce _ Owner A1,4,y c v_/ M r' 4 u 7—o W 1' e z Address aS I M4 P L c: sT a e ET Telephone So R —3 Permit Request II r b -A vJ R Aar , n F. A d Me t o I� � I'1. 5a Vt a'Gw Pa.-al,, - ,a,, el- D t" A,-d OF F,ta. 4) a o&.w cruy'1 Square feet: 1st floor:existing 1I o 2{ proposed 178,9 2nd floor:existing q 12 proposed G Total new _ Zoning District Flood Plain Groundwater Overlay Project Valuation 2og� oao Construction Type t000 ol / Lot Size a,3�— q e Rar5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family V1 Two Family ❑ Multi-Family(#units) Age of Existing Structure 30 Historic House: ❑Yes ONo On Old King's Highway: eYes ❑No Basement Type: ❑ Full ❑Crawl WWalkout ❑Other Basement Finished Area(sq.ft.) S Basement Unfinished Area(sq.ft) i o o'L Number of Baths: Full:existing 1 new Half:existing new Number of Bedrooms: existing .3- new 1 Total Room Count(not including baths):existing (o +2- new First Floor Room Count (o Heat Type and Fuel: gGaS ❑Oil ❑ Electric ❑Other r Central Air: Z6 Yes ❑No Fireplaces: Existing New Existing wood/coal sto e: e'YW ❑,(Vo IC Detached garage:❑existing El new size Pool:❑existing _❑new size Barn:❑existtiin ❑net size-cz F Attached garage iexisting ❑new size Shed:❑existing ❑new size Other: rev Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes gNo If yes, site plan review# N - Current Use S;tia rn�.��y Proposed User 3e.K� BUILDER INFORMATION Name_AEd !Pt r r0.Sow Telephone Number 3"otr--3 gy— 7Sro 0 Address k-2 iv A v ,-c,a I^ 1,4AIC License# 01419 g .S'd �YL. �i4R�taiy L Home Improvement Contractor# D 7&,' Worker's Compensation# ALL CONSTRUCTION DEBRIS,RESULTING FROM THIS PROJECT WILL BE TAKEN TO S-X L Ad V g,e- a� SIGNATURE DATE Z2, 0 FOR OFFICIAL USE ONLY 14v PERMIT N.O. J) DATE ISSUED S I ,, MAP PARCEL NO. ADDRESS -LVILL)AG8 OWNER, DATE OF INSPECTION: FOUNDATION 5V�olo FRAME INSULATION Lt, -711 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. -2, The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigationi. ; d 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): . Address: 1?3 City/State/Zip: ,Se c>tt Vi4Am a,A Phone:#: s og' -3 g -R-o a Are 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 , employees(full and/or part-time). * have hired the stab-contractors 6. ❑New construction . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity. employees and have workers' 9. ,wilding addition [No workers' comp.insurance comp,insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself, o workers' co right of exemption per MGL y � �• 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must'submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet sbowing the name of the sub-contractors and state whether or not those entities have employees: If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: ZcrtR,-ery* Policy#or Self-ins.Lic,#: Expiration Date: lob Site Address:_ 9jS[ A4;4 f4L- S 712 E-S T City/State/Zip: WaXl 8,4 RA,p Attach a.copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pai a ena 'es of perjury that the information provided above is tru and.correct, Si ature: r Date: 2. —. Phone#: JOS— _,3 �r —74`0 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): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions x °` Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a-deceased employer, or the zeceiVP.r or trustee of an indiyidual,,partnership, association-or-other legal entity, employing employees. However the owner of a 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 sucli employment be deemed to be an 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 Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contiactor(s)name(s), address(es)and phone number(s) along with their certificate(s)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 companies should enter their self-insurance license number on the appropriate line. City or Town Officials 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 of Investigations has to contact you regarding the applicant. Please be are to fill in the permit/license number which will be used as a reference number. In addition, an applicant -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"the 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 burn 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. The Department's address,telephone.and fax number: The Commonwealth of Massachusetts Department of Industdal Accidents Office of Investigations 600 Washington Street Boston,MA 02111 TO. # 617-727-4900 ext 406 or 1-977-MASSAFE Fax 4 617-727-7749 Revised 11-22-06 www.mass.gav/dia ' 1 V T T J 1 V 1 it Ks aL1.7 L- PJ A W . . Regulatory.Serviees Thomas T,Geiler,Director Building Division Tom.Perry,Building Commissioner- .200 Main Street, Hyamis,MA 02601 www.towA,ba.rnstable,mz.us ice: 508-862-4038 Fax: 508-790-6230 permit no. Date ' AFFMAYIT HOME IMTROYEMENT 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: ,�•�! Estimated Cost 3 OoTOOo=�" Address.of Work: �. 1 A4A D4E' S'TR. (.ciLS 1 Qr�RA�jai G-• Oymer'sName: NAi✓�V M.Y. 0a tv,cz Date of Application: I hereby certify that: Registratign is not required for the following reason(s): ❑Work excluded by law ❑Job Under S1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: oVnRs pULIMG TEEIR OWN PER= OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MPROYEMENT FORK DO NOT HAYE- ACCESS TO TEE ARBITRATION PRO GRAM OR GUARANTYFUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby Bp ly for a permit as the agent of the owner: 2 10 1 0 7 Date Contractor Signature. Registration No, OR Date Owner's Signature Qy,Q��,{5rms:homeafi�d2Y Rev: 060606 i RESIDENTIAL$UILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 ' Alterations/Renovations $50.00 j Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE Q g11 square feet x$96/sq.foot= 9 Y Y8' x.0041= plus from below(if applicable) ALTERATIONSMNOVATIONS.OF EXISTING SPACE �i square feet x$64/sq.foot= x.0041= 2 S ,, I g plus from below(if applicable) GARAGES(attached&detached) square feet x$321sq.ft.= x.0041= ACCESSOkY STRUCTURE>120 >120 sf-500 sf -1-1 y $35.00 3 >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 PERNETS Open Porch x 330,00= (number) Deck x$30.00= ' (number) Fireplace/Chimney x$25.00=' (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Projcast Permit Fee Hj 1� 0' Rev;063004 Town of Barnstable. °^ Regulatory Services MAM sn Thomas F.Geiler,Director 9cbA s�� a�e� rfo N,p.� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable..ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This 'Section If Using ABuilder JkUYD VJ cZ ,as Owner of the subject property hereby authorize LApor Y lPEFI-e1k Sa� to act on my behalf, in all matters relative to work authorized by this building permit application for: . 25( MAPUE s% W, bAiW5Ti6LC-- 0,2668 (Address of Job C ¢ /1 D Signature of r ate IV"Cly -A-., 0►/l Kv 1"o w(e-K - Print Name J Q:FORMS:OWNERPERMIS SION ! Apr-27-2007 10:16am From-HUB !nternational NE LLC 508TS01407 T-486 P•001/002 F-636 kq(- /4IUJ 4r—M o irIL.A t l: SDI, L.IALSILITY INSU"NCE op DATEIMMUD,YYYY) ELBET-1 04 27 07 PROWLER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HUB Iaterraatienal New England ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE g HOLDER.THIS CERTIFICATE DOES NOT AMEND,•EXTEND OR 437 Station Ave ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. So.Yarmauth ba 02664 Phone: 508-394-0946 Fax:508-760-1407 INSURERS AFFORDING COVERAGE NAIC9 INSURED — -- INSURER A; National Ga-n mutual ]ns. co INSuROR B: I E L Peterson Building & INSURER C: I 83 Nautical Lane -INSURER p; So Yarmouth MA 02664 INSURER F: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IND!CATED.NOTWITHT,ANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTI4ER DOCUMENT WITH REBP'eCT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM$,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Na DO _ LTR NSR FIE TYPE OF INSURANCE I POLITYNUMBPR OA NMIO POATE NIIWDD/VYI UMiTS bXPIKATtON GENERAL LIABILITY EACHOCCURRENGE $lOOOOOO A XICDMMERCIAL(NNERALLIABILITY N�263453 08/,27106 08/27/07 PREMISEEI(E�Oa0Ooaaanca) s500000 I _ CLAIMS MADE t X I OCCUR M Y1a person) 4]QOQQ p [ME-0 ExP{Any PERSONAL&ACV INJURY $1000000 r GENERAL AGGREGATC s 2000000 GEOLAGGREGATE LIMIT APPLIES PER:I IFROD'UCTS-COMP/OPAGG $2000000 POLICY F IECoi El LOC AUTOMOBILE LIAINLMY COMBINED SINGLE LIMIT ANY AUTO (Ea2000It) $ ALL OWNED AUTOS �— BODILY INJURY SChEDULEO AUTOS I (Par parsanj $ HIRED AUTOS BODILY iNJURY NON•OWNED AUTOS (Per atxlaent) ! PROPERTYDAMAGE $ (Per aEClaeo t) GARAGE LIABILITY AUTO ONLY-EAACGIDENT S ANYAUTO OTHER THAN FAACC t AUTO ONLY: AGG $ I1(��EXCESWUNIBRPLLA LIADiUTY EACH OCCURKENCH $ OCCUR 17—CLANS MADE I AGGREGATE � $ I I s DEDUCTIBLE I ! I $ RETENTION 9 IIII UVORKGRO CONWENSATION AND TQRY LINUTS ER EMPLOYERS'LIADILITY ANY PROPRISTOWPARTNER/ExECUTIVE i E.L.EACH ACCIDENT $ OFFICERMeMBER EXCLUDED?I( E.L.DISEASE•EA EMPLOYEE 6 t yam,do9:riDe 61ndef SPECIAL PROVISIONS tetow E.L.DISEASE-PO ICY LIMIT ' G, I (OTHER I .-d OLUORIP71ON OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/®PECIAL FROV1910NS _ Workers compensation coverage in place - certificate to come directly from carrier 7v� Z GO � W tV CERTIFICATE HOLDER CANCELLATION ------1 SHOULD ANY OF THE ABOVE DESCRIBED P6I.ICIEB EE CAN LEO BEFORE THE EhPIRATION DATE THEREOF,THE 158UING INSURER WVILL-EN09AVOR TO MAIL 10 DAYS WRITTEN Town Of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED To THE LEFT,BUT FAILURE TO DG$O SNALL. 200 Main Street eePOSE NO OBLIGATION OR LIABILITY OF ANY HIND UPON THE INSURER,ITS AGENTS OR Hyannis NA 02601 REPRESENTATIVES. Au D RE A ACORD 25(2001/08) O ACORD CORPORATION 1988 • 1 ,: - --—-��=1�/ze •t�arrvnzoauuealtic o�✓f/�aooceefivaetla . E BOARD OF BUI�"".DING REGULATIONS' '.-Il.icense: CONSTRUCTION:-SUPERVISOR , Numbers CS, 016199 -� B i rtKd at4,A 2/08 1,946 1 _ Expires 12Z0824907 "-Tr.no: 11053 I EDWIN L 'PETERSQN�-=� s' 83 NAUTICAL LN. S YARMOUTH, MA 02664'" Commissioner I" Board of Building Regulations and Standards i - License-or registration valid for individul use only HOME.IMCOVEMENT CONTRACTOR before the expiration date: If found return to: Registration-X107788 Board of Building Regulations and Standards = F - -' One Ashburton Place Rm 1301 E z p�ra @I u.nM816/20 t 8': Boston,Ma.02108 _ypq IntlWiJual EQWiN . !-'ETERSUN FiUI-E)-R - Edwin Peterson (� / 83 NAU i ICtiL''LAI"JI ' .S Y*mouth;.,y, 02664 Depaty:cdniirestc:¢ar Not alid witho6t signature " i i ®O � Single 11-7/8" BCI®60s-2.0 SP Joist1J02 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Sunday, April 22, 200719:50 Build 057 15'OCS I Non-Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Mikutowicz Description:J02 Address: 251 W. Maple St Specifier: City, State, Zip:W. Barnstable, Ma Designer. Customer: Company: Code reports: ESR-1336 Misc: floor joists 12-00-00 A 12-00-00 BO,1-/4' B1,3-1/7 B2,1.314' LL 280 lbs LL 800 lbs LL 280 lbs DL 90 lbs DL 300 lbs DL 90 lbs Total of Horizontal Design Spans=244)0-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% OCS 1 Standard Load Unf. Area(psf) Left 00-00-00 24-00-00 40 15 16, Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 933 ft-lbs 15.0% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -1320 ft-lbs 21.2% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 365 lbs 29.8% 100% 14 1 -Left output as evidence of suitability for particular InL Reaction 1079 lbs 37.2% 100% 1 2-Left application.Output here based on building Cont. Shear 539 lbs 29.6% 100% 1 2-Left code-accepted design properties and ISE Total Load Defl. U2718 0.053" 8.8% 16 2 analysis methods.Iroducts on of be in ( } engineered wood products must be in Live Load Defl. U3358(0.043") 14.30/6 16 2 accordance with aurent Installation Guide Total Neg. Defl. -0.009, 1.8% 16 1 and applicable building codes.To obtain Max Defl. 0.053, 5.3% 16 2 Installation Guide or ask questions,please Span/Depth 12.1 n/a 1 call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST'-, Motes ALLJOIST®,BC RIM BOARD-,BCI®, Design meets Code minimum(1-1240)Total load deflection criteria. BOISE GLULAMT" SIMPLE FRAMING Design meets User specified(U480)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1")Mabmum•load deflection criteria. * PLUS®,VERSA-RIM®, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min. end bearing+ VERSA-STRAND®,VERSASTUD®are ' 1/2 intermediate bearing trademarks of Base Wood Products,L.L.C. Composite El value based on 23/37 thick sheathing glued and nailed to joist. ' ' a Page 1 of 1 BOA- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 BC CALC®9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope Sunday, April 22, 2007 19:52 Build 057 File Name: BC CALC Project Job Name: Mikutowicz Description: RB01 Addlress: 251 W. Maple St Specifier. City, State, Zip:W. Barnstable, Ma Designer: Customer. Company: Code reports: ESR-1040 Misc: roof beam 12 �o 11 ! 1 1 ! 1 11 13,, ! i 1 1 1 1111 1 1 i I , 1 21 11 i 11 16.00.00 B0 B1 LL 1280lbs LL 1280 Ibs DL 2340 Ibs DL 2340 Ibs SL 26W lbs SL 2600 Ibs I I Total of Horizontal Design Spans=1640-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 upper roof Unf. Area(psf) Left 00-00-00 16-00-00 15 25 09-00-00 2 ceiling joists Unf. Area(psf) Left 00-00-00 16-00-00 20 10 08-00-00 3 low roof Unf. Area(psf) Left 00-00-00 16-00-00 15 25 04-00-00 Controls Summary value %Allowable Duration Load case Span Location Disclosure Pos. Moment 24881 ft-lbs 67.8% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 5394 Ibs 39.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/245(0.782') 73.4% 2 1 output as evidence of suitability for particular Live Load Defl. U393(0.4W') 61.0% 2 1 application.Output here based on budding 0.782" 78.2°i6 2 1 code-accepted design probes and Max Defl. Span/Depth 0.78 Na 1 analysis methods.Installation of BOISE Pa P engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U180)Total load deflection criteria. Installation Guide or ask questions,please call Design meets Code minimum(L/240)Live load deflection criteria. f800f -07s8 before inshaktion. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS—, Minimum bearing length for BO is 1-5/8 ALUOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-5/8". BOISE GLULAMI- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, e=0, consider drainage. VERSA-STRAND®,VERSA-STUDS are Member Slope 9 trademarks of Boise Wood Products,L.L.C. Connection Diagram y+�b d a 0 0 c e 0 0 0 a minimum=2" c=7-7/8" b minimum=3" d= 12' e minimum =3" Connectors are:16d Box Nails Page 1 of 1 BOA- Single 11-7/8" BCI®60s-2.0 SP JoistW01 BC CALCO 9.3 Design Report-US 2 spans I No cantilevers 10/12 slope Sunday, April 22, 200719:49 Build 057 16'OCS I Non-Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Mikutovvicz Description: J01 Address: 251 W. Maple St Specifier: City, State,Zip:W. Barnstable, Ma Designer. Customer: Company: Code reports: ESR-1336 Misc: floor joists 17-09-04 A 10-04-12 BO,1-X4' B1,3-V7 B2,1-X4" LL 399 Ibs LL 994 Ibs LL 252 Ibs DL 144 Ibis DL 373 Ibs DL 46 Ibs Total of Horizontal Design Spans=28-02-00 Load Summary Uve Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf. Area(psf) Left 00-00-00 28-02-00 40 15 16, Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2012 ft-lbs 32.3% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -2192 ft-lbs 35.2% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 538 Ibs 43.9% 100% 14 1 -Left output as evidence of suitability for particular Int Reaction 1346 Ibs 46.4% 100% 1 1 -Right application.Output here based on budding Cont. Shear 764 Ibs 41.9% 100% 1 1 -Right code-accepted design properties and uplift 81 Ibs Na 14 2-Right analysis methods.Installation of BOISE P 9 engineered wood products must be in Total Load Defl. U989(0.216') 24.3% 14 1 accordance with current Installation Guide Live Load Defl. U1319(0.162") 36.4% 14 1 and applicable budding codes.To obtain Total Neg. Defl. -0.034, 6.8% 14 2 Installation Guide or ask questiors,please Max Defl. 0.216' 21.6% 14 1 call(8W)232-0788 before installation. Span/Depth 18.0 Na 1 BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING Uplift of 81 Ibs found at span 2-Right. SYSTEW,VERSA-LAW,VERSA-RIM PLUS®,VERSA-RIW, Notes trademarks VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. j Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min. end bearing+ 1/2 intermediate bearing Composite El value based on 23/32'thick sheathing glued and nailed to joist. Page 1 of 1 I BO - Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALC®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Sunday, April 22, 200719:47 Build 057 File Name: BC CALC Project Job Name: Mikutowicz Description: FB01 Address: 251 W. Maple St Specifier. City, State, Zip:W. Barnstable, Ma Designer: Customer. Company: Code reports: ESR-1040 Misc: floor girder 1 1 1 1 1 1 1 1 1 1 121 1 1 1 1 1 1 1 1 1 1 11111111111111111111111111111i11111111111111 054M-0o 06-0z-00 Bo B1 B2 LL 1555 lbs LL 4722 tbs LL 1737 Ibs DL 468 Ibs DL 2110 Ibs DL 778 Ibs Total of Horizontal Design Spans=11-07-00 Load Summary r Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 11-07-00 40 15 16-03-00 2 wall Unf. Lin. (plf) Left 05-05-00 11-07-00 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3268 ft-Ibs 15.6% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment 4006 ft-Ibs 19.1% 100% 1 1 -Right be verified by anyone who would rely on End Shear -1678 Ibs 17.7% 100% 16 2-Right output as evidence of suitability for particular Cont Shear 2726 Ibs 28.8% 100% 1 2-Left application.Output here based on building code-accepted design Total Load Defl. L/2809(0.026") 8.5% 16 2 methods.analysis P of Bes o SE Live Load Defl. U3843(0.019") 9.4% 16 2 engineered wood products must be m Total Neg. Defl. -0.0w, 1.3% 16 1 accordance with current Installation Guide Max Defl. 0.026' . 2.6% 16 2 and applicable building codes.To obtain Span/Depth 7.8 n/a 2 Installation Guide or ask questions,please call(800)232-0788 before installation. Notes BC CALC®,BC FRAMER®,AJS—, Design meets Code minimum(U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD-" BCI®, Design meets Code minimum(U360)Live load deflection criteria. BOISE GLULAM-" SIMPLE FRAMING Design meets arbitrary(1")Maximum load deflection criteria. SYSTEM,VERSA-LAW,VERSA-RIM Minimum bearing length for BO is 1-1/2'. PLUSH- T RSA-RINE, Minimum bearingten for 61 is W. VERSA-STRANDS,VERSA�TUDQhI are trademarks of Boise Wood Products,L.L.C. Minimum bearing length for B2 is 1-1/7'. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram r�l b d a 0 T o c e o 0 0 a minimum=2" c=5-1/2" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 r r� REScheck Software Version 4.0.1 Compliance Certificate Project Title: New Custom Addition Report Date:04/17/07 Data filename:C:\Program Files\Check\REScheck\#6216.rck Energy Code: 1995 MEC Location: West Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 251 Maple Street Nancy Mikutowicz Lary Peterson West Barnstable,MA 02668 251 Maple Street Peterson Builders West Barnstable,MA 02668 83 Nautical Lane South Yarmouth,MA 02664 508-398-7800 Gross Cavity Cont.��:' Glazing Assembly. Area or R-Value R-Value or Door Ceiling 1:Cathedral Ceiling(no attic): 282 30.0 0.0 10 Ceiling 2:Flat Ceiling or Scissor Truss: 724 30.0 0.0 25 Wall 1:Wood Frame,16"o.c.: 1162 19.0 0.0 48 Window 1:Wood Frame:Double Pane with Low-E: 229 0.340 78 Window 2:Wood Frame:Double Pane with Low-E: 69 0.340 23 Door 1:Solid: 20 0.220 4 Door 2:Solid: 20 0.280 6 Door 3:Glass: 20 0.350 7 Wall 2:Wood Frame, 16"o.c.: 629 19.0 0.0 38 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 496 19.0 0.0 23 Floor 2:Slab-On-Grade:Unheated: 90 5.0 67 Insulation depth:4.0' Furnace 1:Forced Hot Air:92 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 1995 MEC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation,Inc. 455 Yarmouth Road Hyannis,Ma. 02601 1-800-696-6611 #6216 New Custom Addition Page 1 of 4 � t 0 RE check Software Version 4.0.1 Inspection Checklist Date:04/17/07 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or.Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.220 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: ❑ Door 3:Glass,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: ❑ Floor 2:Slab-On-Grade:Unheated,4.0'insulation depth,R-5.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Heating and Cooling Equipment: Cl Furnace 1:Forced Hot Air:92 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. New Custom Addition Page 2 of 4 r 1] Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: O Installed on the wane-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment are identified so that compliance can be determined. Cj Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. O Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-6.5. Duct Construction: All ducts are sealed with mastic and fibrous backing tape.Pressure-sensitive tape may be used for fibrous ducts.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls:- Thermostats exist 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 is provided. I Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. i Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. I New Custom Addition Page 3 of 4 ff r Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up 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 Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 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 feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) New Custom Addition Page 4 of 4 Engineering inept. (3rd floor) Map Parcel 6 3 6, Permit# 1 '7 House# .;&J 1PA,,o . Date Issue Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) �• Fee n2 /7 d d Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) Z 19 EPT9C SYS ENSTALLED IL*TM CE TOWN OF BARNSTABLE mm = a-kj7/ Building,Permit ApplicatiJUV6° ONMENTAL CODE AND `NOUN REGLFLATE��S oje ,Stie Address i Villagefi C�r� Ownerl�' ` Address Telephone Permit Request 1 6 ,14 First Floor ? square feet / r �CQ�jL square feet Construction Type &":—Zze, Estimated Project Cost $ Q 07171 d2) Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Ul_�Two Family ❑ Multi-Family(#units) Age of Existing Struct a (o Historic House ❑Yes a O On Old King's High : Q* Basement Type: Full ❑Walkout ❑Other c)�' Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing pZ New Half: Existing New No.of Bedrooms: Existing_3New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑esize) �Zd ize)(size) 02 C/� ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information I' Name I MIJ G__11So0-/ i Telephone Number `/_c� -0 yo 7 ,/41ddress 2-0 SIXPc�A• L-o h.C- /License# 4 11(C1Y we UW704 M o2(o Y6, / Home Improvement Contractor# 109 23) Worker's Compensation# W-c• 13122 314140 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION 7BRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOg�. SIGNATUREA9 A DATE fiVG J /7 I S SCo. BUILDING PERMIT DENI FOR THE FOLLOWING REASON(S) y FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED p t MAP/PARCEL NO ADDRESS VILLAGE OWNER I r `t. DATE OF INSPECTION: FOUNDATION o FRAME INSULATION • i t FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROU'C,�H'-. FINAL FINAL BUILDING 6: q DATE CLOSED OUT. a. ASSOCIATION PLAN-NO' z y 71 The Town of Barnstable • � 1 • M"s Department of Health Safety and Environmen tal Services Building Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-790-6227 Building Commissioner Fax: 508-790-6230 For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION 42A requires that the "reconstruction, alterations, renovation, repair, modernization, MGL c. 1 qy pre-existing conversion, improvement, removal, demolition, ne but construction than fouro dwelling units or o owner occupied building containing at least dw contractors, with structures which are adjacent to such residence or building be done by registered certain exceptions,along with otherrequirements. Est.Cost ` e `mil Type of Work- Address of Work: a Owner's Name Date of Permit Application: , I hereby certify that: , u . . Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given THEIR G WITH UNREGISTERED OWN PERMIT OR DEALIN WOItIC DO NOT HAVE O� HOME 51PROVEMENT CONTRACTORS FOR APPLICABLE FUND UNDER MGL c. 142A ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY SIGNED UNDER PENALTIES OF PERJURY I here�japply for a permit as the agent t Owner - I z3 9 !i$6 Registration No. Contractor e Date OR. Owner's Name The C—I)HI7I!lllN�t'Q J O�It<IQSS11tJ11lSClIS Dc artlnent ojlndusm'al Accidents ,� 011lcealla�l�ods - ' 5 . 6110 Okwhingown Street ;•• �; Bunton.Masi 02111 `— wori.ers' Compensation Insurance-Affidavit �lei�iiirrrb 5��iicant information• Inc�tinn• effi, Anne# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity ❑ .1 aril an employer providing workers' compensation for my employees working on this Job. emmmrnr nnme- address- , - eih.. nhnne#• •instinince co Boiler a !am a sole proprieto general contractor or homeowner(eirrie one)and have hired the contractors listed below who the following workers' compensation polices: . INS COMTHIM,Mine: L-LI Sa.J 'T FR�•ncs address• 20 S,x Pcw,,/y L.4 .. . 7• • - nhone#• �c� y3o —O yo Li`,C-�t"� e��f7lS�ce neiier# �c� 2 31 - ... • iCurnnre co �Jp�F7�ET�q°yr•�s..,._ T�3'� ss �eT3+wr�— L-• " ,• .• M•-��.. �.: WROt+4".i�'?R7TS'•�•�P.in!�'jKTr _ __ _ _ cfim am VIRIno. nddress- rih nhone#! insurance co- nellerO :Attach addiddial'sheet if nee w� +"�"�"''-t"'�•`'�"' • ' "'44 - ~ PA-6—re to swore coverage as required under Seeaou 3A of htGL 152 no lad to the imposition of crimmat peaatues of a tine up to S13MB and . one years'imprisonment as well as civil penalties in the form of a STOP«'ORK ORDMt and a tine of S100.00 a day against me. 1 understand ths. cope of this statement maybe forwarded to the OMw of Investigations of the DIA for coverage reriQcatioa. I do oa injoront dr ejj } m pnvridtd nhone it tore and aorrt rz Print mate /�✓ �?.l fda n�- y�7 Fd . only do not write in ibis area to be completed by city or town official yp�# MBuddleg Department Og g Board mmediste response is required Osden's Ofiia Otiatth Department phoneMother__on• — --�� • Information and Instructioris `- Massaclrusettc General Laws chapter 152 section 25 requites all employers to provide workers' enmpensatioi: for employees. As quoted from the"law".an emplgr►ee is defined as every person in the service or another under and contract of Mite.=press or implied. oral or written. h An emplm er is defined as an individual. partnership,association.corporation or other ::gal entity, or anv two or the foregoing engagcd 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. Howeve oumer of a dwelling house having not more than three apartments and who resides therein. or the occupant of tite dwelling!rouse of another who employs persons to do maintenance, construction or repair work on such dwelling or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an empl, MGL chapter r52 section 25 also states that every.state.or local licensing agency shall withhold the issuance o mnenml of a license or permit to operate a business or to construct buildings in the commonwealth fro }• applicant who has not produced acceptable evidence of compliance with the insurance coverage req ired- Additionally.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 chap: been presented to the contracting authority. �• .!•:i., 'l•.i:t. '..:w I�,.JT�.•f :� �� ti'::'•�n..i= ��.W� •::•r� +�•�:_ ~'7i iN_•:•M.�..�.T?t.'.fY 4.w i.•�.?:i-•�i'•-�. .l' �. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation a: supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affrdm it. 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 requ to obtain a workers' compensation policy,please call the Department at the number listed below. • .....� =%.y Wiz:—•` ":;. .. . -• � •�i_��.•r.�y;i:�:iwr:.:'.'.a1�.lYw...:_f Lw'�lAi7n!l�I�('J-rv..,�.�r��Jytiy. ,V. City or To�vas Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottoi the affidavit for you to fill out in the event the Office of be used as a reference nrrmbetar.you regarding The affidavits may becanL return: be sure to fill in the permittlicense number which will • the Department by mail or FAX.unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any ques please do not hesitate to give us a call. `.w�ry.: ...•M.-•��w..� ..�•�.+!:""' :y:ii 'r..1i��•Ca'��••`.•�i..�....•�.�•+�y�..�_i��..�••r•�;v�i:`��'� The De artaiertt's address. telephone and fax numb p cr. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imtesdgetlons _.. . .�r 600 Washington Street Boston,Ma. 02111 f=#: (617)727-7749 phone#: (617) 7274900 ext. 406, 409 or 375 f i 1 Z i 1 tt T'swej 27 S rA APt<:-- i 1?-C L W or- suac��gn�z g �}rJrJ t ��2;2iGn/-i�v5 cz--p ELLISON C.^-L-101 �s . TIMRERFRAMES & construction Custom Post and Beam Homes t—OTW e��E, P.�. x Hwy s ,�� „�,� �25-<e- Q8 _DtE7 VI©c=uri-o d G4S-v4Lry Co . w C (.o'L1-1 g--oq 'lJ E`1 i3rtc=f. P(, TLa2�,J� ZZ YCtircM Y2d S . � ,,•�/S oZG�a c. 1 C.- Co.. Of o.rc x4)4 ��rt r e.+q � C 3 (508) 430-0407 20 Sixpenny Lane Harwich Port, Mass. 02646 r Application to 1996 E `' 116 � S�PP` S N4 EP GN Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building .® Addition ❑ Alteration Indicate type of building: ❑ House Garage [] Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE �V�� ADDRESS OF PROPOSED WORK c-gd5- MAPLE ST ( 6kNr :010L. ASSESSORS MAP NO. i 3a OWNER AIWO-Y A. AllIKUMi 01O-Z ASSESSORS LOT NO. 36 a HOME ADDRESS JCS MAPLE S 1• VU', 1�/'l/;/4 C: L)r�G�G,� TEL. NO. vG' (/ �/ FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). 01 7AtjID j)rArJe Ross, G;o W1n 'C-:OA1 t' IAL,)> w'. 31(I:�I�, iilf3c�: �` �C:��5' �Mil� i3a—i_c�� "71 j {�ICNA�7 f3AP,f i1PA CliS�IANI I � It9ilf'Lc 5�� 4v' IIQnJ }/"�tC_" � � G:C <S i ; 3� - y7� / �CiIA(�LC�" d L)ANiQ9 1-1116RIS3 ag It-1I"IPLC Sl 1: Aill:rV; �(S(:LF- N;�n1C ibllku wt�'I�Z_ -��5 Itii�lf L�: ST r'N' o AGENT OR CONTRACTOR 16 EL-05(2 TEL. NO. 4,30 0407 ADDRESS CZ0 S�/�I" U&I�J'Y UVNE t 111114z)1Cd" Pycr DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). DOUSE PLt1NS i1T l�iC -1) C6DAF� SItHI S Onl 13A04 SIDE or 00,e-`(-- C0N1VECTo12 Roots (1-c-/-T Tb WCAi 111EP IVArOPI—Ic.t...4') - CLAPr3oAr2DS Onl f=2on1T OF Abc)t'0 RooM STAW D GRA,q - O MATCN C XIST IAX ffot)se , 6A(C A-6c F6 AG- vEpTIc.AL BoA2pS ON ALc- 51De-S LEFT -1"U rc)C1-I'TI-Jap, NA-7L)P-4-t-L-Y (Woo Dc-nl C gtZll&,, DooK ' n1ATUR/Tt, PLSo Rc12C-D cC-4-1E40T Fc)0t\)1)ATionl , ASI'HALT Ski/r'JGLEs To �IT1ATc.1I EX15Tr10& Nod�E 1lrn)GL�S, 1�00F PiTc7-I rn ccloo>e-Al' LO;A)06(VS LdIT14 MhJORtV 0o06J GRILLS P41" b Si-Me BC - MS OXr ';,t)6 1-luU E. cL'o0r 6A/ �i,RrhiA/G FOP, Fcc1JN�V�tL DDo.2S) W1N00U-;Sr -LT NI(S� r 6LUqigned h��Tmi}L RcoF ON "Pcr`TiOI� OF A Wei :r>. RocF Uhl GArQACe O""ner-Contractor-A nt ) Space below line for Commit t TO j: k Nib-TA L '7�D -. A cl 4 r FA" V- 'S P OR s cTr4L ec PD)a a The Certificate ' hereby a' �n^eJ Date y JUN 61996 (� w gyTaltVN OF BARNSTABLE v e CC Y -11 Approved IMPORTAN : If Certificate is approved, approval is subject to the 10 day appeal period provided in the Act. Disaquroved ❑ Town of Barnstable ` li Old King's Highway Historic District Committee SPEC SHEET FOUNDATION '�CL/lr'��oA�cos vv c�urrcy �.N-j rhAtr�( . ,� Si_ATe C-=(eY CCAAGF) Exlsr,,.IC,� SIDING TYPE2�JL-Zr-icg-L GVA-CtZ COLOR 2) .ys CHIMNEY TYPE ^114 COLOR (-rc mivrcN ROOF MATERIAL ASPH h LT AND M�A L. COLOR (AE'7%1 L G(mac- PITCH WINDOW D/H to a SIZE S-C TRIM .COLOR SOF-r LUE TTStj0k-'e f I1 DOORS 7-0 ` x ' -� G,x,L 3 Cz' 0,47S . COLOR S L/TG C ire SHUTTERS q COLOR GUTTERS 13 LA-r_I /1-L L) ,.,-, ps t-z DECK �/ A GARAGE DOORS t-f000 W� Z SwuY-r . SIGNS rA COLORS N FENCE �R COLOR — 4 01 R1 1` NOTES: Fill out completely, including measurements and materials/colors to be used. Three copies of this form are required for submittal of an application, along with three copies each of the plot plan, landscape plan and elevation plans, when applicable. Plot plan need not be "Certified" except for new homes, but should show all structures on the lot- to scale. SPECSHT jq I l R - _ ow it a I o°f ILL 0 4C 1 IE r r� N` Ir It f o se F n ♦ l � r o ,v f \ � \ F � r��'r o•o �� 6 a In � r3t � 1� o � 'f• IcA ti 7 0 .S I J A � >`'•� �k# w �( 3 4}` �� ' � `(+I�`` ,'1��.oi +.?•N pl'1.-�,.I'�� i r rn/. :( •{ � R�7�,.r �5..*'�, ¢ -r k• ..f_p .{ Pt 1 K.� � �.9 wM '^ q , � p ' i � - F � � f'� Gti rJ• � � B O, i • � • 4ff � �: r ti I- ' N A d, .. �'/ c"fie � 2/40•�3 �. \ _ L3�Cr � ` • - k r 'O s n \X 145' -1'r,cl_ J i j I I eEFEi2 To RK./M. 263, PG. 76 �' �tD APP A4- nJo. /970--62 k • STREET N ��—� H h —o--DISTANCE AS CERTIFIED \ I HEREBY CERTIFY THAT THE BUILDING 7kO � SITE PLAN SHOWN ON THIS PLAN IS LOCATED ON THE >rt A�Q;� OFFr�PL�GROUND AS SHOWN HEREON&THAT IT DES '?'V/ �•�, LOCUS: CONFORM TO THE ZONIN BY LAWS OF THE �� )AA1F5 M1,1'^\`, TOWN OF (LhiST fg"a I`= A' DATE 1 2 40 " REF: play) 60121e- Z(23 r74,. d®W17 C69pe eII ifteef liI a PREPARED FOR: T.77>e-IrJ �/ll KUT�W ICZ CIVIL ENGINEERS •j LAND SURVEYORS REG. LAND SURVEYOR SCALE �� _`�•'�� 19go Yarmouth&Orleans,MA DATE g 3� ._..� __ l /32 03& Deb The Town of Barnstable Permit# Massachusetts • Date • SAWWABUL woes. SOLID FUEL STOVE PERMIT bs¢+►•� Fee This constitutes an official stove permit after inspection and approval by the building inspector Owner NAri'�,�C `; n/I I k(1 To t fj I e 2" Telephone no. Address of Property, 51 /1'1a PL S 1, Village Gd, 8/�/j: MZE�-' Location and Stove Type i /�R/V �'0 i OP-L o u) 'S7"fa-iR S iLY XII _Goo 14S 7-6 v'5- /A)JC- i20o 5IvIALLL &,;O)O> S10Vg— Date: Building Inspector The solid fuel burning stove at the above location passed: failed: inspection. o , ---=---- - -------------------------- I } TOP ET BELOW FP4tER MUST I BE SET BELOW THE AT UP PA770 s` , EIEVATTON.Po97 SEAT UP r � w SMOKE DETEC ORS RIEVIEW D J ' --1 1 FIST ©7 ABLE BUILDING D -- TI2 A ARE POURED CGILREfE %/'•/. // / - . i 1 Y 2*NIN. 'BELOW FINISH DEPARTMENT DATE / NO. BOTH SIGNATURES ARE REQUIRED FOR PERMITl1NG 11--3 112- CARBON MONOXIDE ALARMS ` ------------------------------------------------ FACEMUSTBE INSTALLED PER " '°`d WD�i /® /� IMPGRTANT ND1E ON MASSACHUSEITS BUILDING CODE I ,(; /.'if/v FOUND. WALL FIT.• ._ _ ------------ -----------'----------------------'----- -a--1--a------------------------a- 4 _1-_ _ ¢s ---- SET NEW WALL TOP OF 1 SET-(a Fs Rw ORIUFo 1 1 1 1 WAIL m EXISTING FlRST ' B• ... .I 1 Mw,E1 wro SRNG FOUND. 1 1 SR(]I S NODS ORaLEO i ,N07E THE OVERH NG A 7 FLOOR FlN15H LESS t'-3' „ I 1 1 MIN.B WTO EXISRND FOUND.4 'i 1 1 1 EXISTING FIRSA�L 0 t i i i i mPaTrANr NDa aN ' x = - 1 1 I 1 FVL9M WALL NT. ; ; TOP OF WALL 1 1 I 1 SET MEW MALL TOP 1 1 1 1 1 I 1 WALL�f,TSRN6 RRST 1 1 =e 1 ANCHOR BOLTS 1 FROM ALL COH7&ft5 OF GRAOB VARKS- 1 � AN XWUY B'D YA -O•QG ALO/D ALL f11T- 1 I FIODR RMSM lES3 1'-]•1 1 I i` 6' EPopt WA" CE=ON rw ML (a)0RODS UT DITO TOP Or WALL Ir-1 1 4• 1 B'-0 3/4• 1'-' g• 1 H- 11-- } CONCRETE WALL: ]000 m PSI 1 1 1 1 I •-- -----------I I 1 I 1 I IMS AREA FILLED WITH COMPACTED SAND PATIO i AND CAPPEDIHTH R I ; i ; ; i I RETM'ORECE SLAB m; Ct i io I ' STEP AND MASONLARNDMIG I }` •, 1 1 I 1 I 1 1 1 i I i , TOP OF WALL X'- !, . I 1 POST ON FOOFi 714 MG 1 1 I I1I�� 1 1 1 1 ,:T•''.• I i-�ED"OF r00 NO I 1 1 1 n (11 a ROD SET N FOOTING AT 0'-D'QG 0 THE ENrE LO/OTH OF ALL EXM"W IALLS i i ; I ; i i i ni ,,•(1• W RODS SET 0170 FOOTwO ;. ly- 1 1 1 I FXIDOO'R?ALL rCu CONTBEIE STAB•fM SMOOM rROM RNM NEW FULL FO UNDA 'IQ I ARaN WAWD my ro eE IF ]790D P9 M06tW rrH •1r MATCH'EXISTING T�- YATMAL rROY ME i i i i 11 I I F-T ' s°F•1%Wr A T 1 'A' TOP OF SLAB 1 1 I I I 1 i i I ••II' 1 1 -- I 1 I 1 1 i I �'• VII - PACE mowx ON NOXSngmm EABTM ALL F0071N MUST BE A MIMMUM OF 4'-O• POST ON F 1 7a I I I 1 o A -"z 4 BELOW THE FINLSH GRADE AT THE BOTTOM OF •.•+ ... ' IT„ ; TERLRlE OF BEARUiO ' ; •i I FOUIEJ. Nr. I W AND REAM �.I '� THE FOO/BTS �;•.0`eu Das WALL Y BELOW 9 RE R[NFgIRD rRt y , -,-T•_B• L B•-2 J/a. � ! BOT. OF FTG � r'-e• � i G`� Q.vL�'��'' 1 1 n I I YACNAE COi®ACI ALL AREAS TYPICAL FOUNDATION WALL DETAIL +$ HELF.LF:i_i�� 1 , yr % ; r ON FOO1Wt I Scale: T 1 - 0 a .r . L Or'GLg4 L_ 1 1 I 1 I '• � OV7 ---1 1 1 FOUNDATION PLAN r—o' er ,n—e• ---t 1!•01/4 1 1 n I I I 1 1 1 I Scale: 1 /4" = 1 ' — 0 I I b i r 3f i I BEAN POLYIEr 1 1 i 1 1 1 I Nancy MilkutowiczAR. _ FRANCIS A. SULLIVAN W L EHAN S HT-HFRE I DOS WA� ; ----------------+ AR. ,4. Yoo7 -------L- ----------------- ARCHITECT 251 Maple Street t, me _Aq 1 1 1 NGES HT NERE - ' ••, BOX 223 MTRURO.,M ALL PA EsurvE-0903 1 _______-- W. Barnstable, Magi , CDPYIUQHT 2007-ALL R10HI5 RESERVED «-------------------- •. 21 \ \ t i r: r - A , All. 4 � + 1 ' 1 E • t� I I • ---- - --- --- -- -- ------ ----- --- ---------------------- EM G 3 I o`•\ REMAI . 3 /2 �SDNO SIDEWALL ON . f STAIR AND AOE MTN RAIL 4 IL ABOVE SEE DEFAIF Of STAIR -- _ RAILST N coM�ia, R REMOVE EXlSTi":CrriOR TO BSM V D E10S71N0 P17:' .;r CNANWS 3 1/2r ows f„ OT(.MAT A SA/ALL OwL70S71NG sNOMR4lND CER11rQ'BOX-OUT IS INTERIOR WALLS M BATNRO*— HERE 1 NEW LAUNDRY NOOK-UP 1, TO"W,;�ENSIINC PLUMBING FLEC ORWR �M! C I a 1.1444 PNE REMOVE FASTING MALLS.- I::;-*,REMOVE THIS WALL , i 111 EAsU 0 FIREPL. NEW'NDERSEN WMWING PATIO DOOR ii i 7D N- IDdBtlDg Cr. Room S 1/2' Bosh ii i NO Ch G� i nd L A-B \ ,( ;i;i�'REMOYf EASIW6 WALL �•1atl Dln. i I ExisUng Gasuge Evsw FLOOD TO REMAIN i PATCH*NINE WAILS HAVE BEEN k—EMPORTAN►FLOOR NOTE 3 1 3•-Y 3'-7' J'-Y i RMOVE R71WM RUIROO)f i REMOVED 7O MAITif FASTING REMOVE EASNHO TRANSITION BOARD W DISRNOi 1•`: i FLOOR MERE REPLACE MTN FLUSH BOARD TO ' 3 1/Y y i MATCH COSTING FLOORING - 1Y-0• AOO OAK FRAME PIECES FOfT\: •'` i ' dCUSMM TV INSTALLA770M I n n n WALL MID, iV. __------- 6, SI D TIT, li I p\j FILED WAL ."IT, j II ._A' - < (ALOdLOg �I TO COLING \ I' AI 'a••a8 71Lm 0 WINSA Y D + EO WALL SHOR VIE- 0 It XI 21 BASE n TLO E , WALL II yer _ ' OF l]LED OE n OmNG TIUs ROOM ' UNDERSIDE OF RAFTERS NAS p jl IN Mo V-GRDOIE IBRRLPODL r 8-B- Clog d FlNLSH TO NATO/N ' 1� WALLS ARE MENE PLASTER TUB DRYWALL .1].LS FLOOR IS 5 TILE— _ AND CEN O TIl DEC% r FLOORS A DOOR •, DE R1TWL0 BY ')\•I CLOSET FI LP S E S AND STORA SYSTEM B i WNE 5 J•-O-r B'-a'^ � ,1 9MPSON FIR$A H I862 STYIE Fg ' D0 I� 7 GLASS LT ELTS POCKE DOOR II -B 1'-B•r B' II II STONE WALK AND PARO AND II CLOSET FIT-UP SHELVES AND STORAGE - ___ I� SMALL STONE WALLS BY ONHER ' _3PS7EU-BY oMVERs-____-_dw.--_-__ _ ,`_ _ -- -_____ � UNDER OUTSIDE CONTRACT b °I' Closet-a•.i•PANEi Per a r TONE LANDING !' q1 II ORMALL WgLS ATRC SPA ' ON POURED FOUNOA TIOn ~ II _-___F�SaRGITIIOD_D � M O�TS TO GYN C I WM F 2 DOOR: b \ n $1/2• 3 1/2 ' S 1/2 9'-3 t Y S-4• 2'-9 J 4• I 9•-.Ile , �__ ABOSVE SURMTINO RAFTERS MA97aR B60ROON I ` ' WHIMP PLASTER CEILING NOTE SLOPING I m H CORNERS OVER Bm. _ _._... , :.....•.•_I y . I ' VENEER PLASTER WALLS I 1---.....•::.t...................•.•••._...I a . FLOORS ARE SCUTHERN YELLOW PWC PLANK il: 1 \ �' ai•F I H16 MNDOWS cIi i i A#OWE 1n ,L„" CO.ASS FRENL31 G I59 SUE PAVE Dm FRpI ,,GM ASOLV Is MIN.(3) KBj 1i�Ilt:E7Ps ii1 . FIRST FLOOR PLAN 9 6-r '-e-PAIR 91 dv Lr FRENw 1/2• MIS IS RE CUSTOLL COTBTGUAEED W-BEAM /2• 1 OH FISH CBUNO AFOVL TAILS TDHo a00P- Scale: 1 /4" d'A''' C. Y-0• tt�t' DASHED LLN Is CN 21•. ! SEE SHEET A-B DETAILS FOR CEILING SLII IE ABOVE iELP•L:.1:. LM ROOM n . L••�••.,,•�..,!�::' CO NO NUS I 5 1 UN 510 OF RA SMA 1•w8-mr V-GROOYE WALLS TWO MA IOI NpTSE WALLS- M xEER Pus MAR. 14, 2007 FRANCIS A. SULLIVAN DR FLD IS BT E R Nancy Mikutowicz ARCHITECT �B p BOX 22s N.7RD.TLU MA 029$2 PT. 309 4BT-Iteo3 A-0 ---- - ------------- - -- ---------- - -�------------------------------ W. Maple Street x COPMONT 2007-ALL PopI1S RESDRVED ,r_G• �' IT•-G• '/. Barnstable. MA y ____________________ _______ __-_ __ __ _ _ ____ _ ________ -------------------- Ix ----------------- I DOMINO No Changes Ln RdsUag Bum}. _ 10[\ I �MlWENS SUPPORT VCattbWe I 1. PORCH ABOVE .. _ i \ I , i I £l2sTINO �'� I BASEMENT - I I REMOVE EIOSIWO WALL AND DOOR I � El I ; i EXWMG 1 Rownd Sowing Rm. ____ ____ _________________________ _________Eld NO cum To REMAINENISIINO CEILING T0 , •, ' .. A-6 I REMOVE fnSTINO FLOOR Ensmo STIWN NEW CARPET THIS BOON EJOS7W0 i THIS ROOM AND REPLACE WOOD DOOR aDM.BASE I WITH NEW TO HATCH DEN I I I EJILSTING WRNODIVs TO SEE EIEVAROH DRAWWDS FOR REMAIN I ®! wPORrmr NOTE FOR ENERGr I UPGRADES TO EKISnNG SWLDWG -- G i• FA , __ 00.ETONO_RI-ElOSANO_ ------ ---------- FA OF 10' AU' Fm C CDN NEW GIN E105RNC FOU {• i W:ONCRETE ALL NOTE 7HE OVERHANG AT 2'-B' W-5• NCW 00 STING FIRST FLOOR . SINPSON FIR GL S ODOR 2•-e- F-5002 ` PRONDC WD SIORN S SCREEN 0 um? _!OM! ____________________________________S�N[ARTH- .1¢ C-c SET ___ _ _ __ I ___ _____ ,I Den f. TO NEW WOOD FLOOR CE� .. SWTNERN YELLOW PwE HEA77NO AND AIR CONDITIONING aAwl FLOOR NOTES NEW COUNG:VENEER PLASTER NEW GAS . NEW WALLS: WNEER PLASTER FF B FJO+AND E�$RNG(OR REP'LAE�IMTN j PRD SPLIT SYSTEM AWCCON]"OMNG . MIN YIN.J ZONEST PATIO b NEW HOUSE TMEAIN FLOOR UV-MT-ODE WALL iN1S ��ENS MT LIV.SPACE NEW PATIO ISG. BE S1ONEaTEDpERpOgRPO EtEC,�RH�FOR SET�COEEP BASE OF 3'o e'-r C _CR"NEW CRCUITS AS REQUIRED STOVE DUST GLASS INTERIOR cH DOORS s LSE RROSCO N se12 PAR M07E ELECTRIC RADIANT PANELS FOR NEAT NTH D11 LIS IN NEW MASTER BATH FLOOR •_'_�}',, A/O• 1{'-4 T 2' 3 1/ Y-{• 1/2' a'-TO• NOTE EATSTING RIDITAL RADIATORS WILL NAVE TO BE RELOCATED LbL�, PNR OF y 2•-O•>�--A I�• FLOORS DORNSTAIRS TO SE NEW WOOD TO MATCH E70STIN0 07E MESS Z CL0.5E75 WRLL BE FIT UP ev ORWVERs R71N CUSTOM SHELF SYSTEM + k r N r•:' PRORDE SHELVES w ULiiLLy SWE'a8G 91 . .��`. EA CLOSET: ADJUSTABLE MTH 5 VIEWS PER CLOSET '.. WOOD FLOOR: P? ---------- NEW SOUTHERN YELLOW PINE PNR Of PLANK FLOOR 2'-0-a8'-RL BEARING WALL NEW CDLIN4:VENEER PLASTER NEW WALLS:VENEER PLASTER O I StoAll •1 NEW ODOR + I' 2'-5•.5'- ATE THIS ' WALL BEAN ABOVE SUPPORTS FLOOR JLVSTs 4 .. s g• h • �A �T �� BASEMENT LAYOUT PLAN Ut1Utq SLoEAtge �J Scale: 1 /4" ` ROOD STUD WALLS AND /iINGS ARE FINISHED RTTH NRECGOE OTPsuM T LvT 898 T e t. } \irA-, MAR. 14, 2007 • FRANCIS A, SU T•+`1 VAN -I—R11RD T-1 G RED CEDAR , 1 ODORS SIX AS INDICA ARCHITECT "-e --- - ----------------TO------------------ _' Nancy Mikuto wic z I 251 Maple Street BUT! ZlC N.TRURO.20 MA ALL RI PW 508{87-tlS0) Tp'-D• a{ ,Z'-D• W. Barnstable, MA — 2 COPtRIQF1T 2.007-ALL RIGHTS RESPRVED .. su NEW MUTE CEDAR SNMGLES THIS WALL j EXIS7MO WDMO AND CAVLK ALL " PLYWOOD SEAMS ADD INSULATION AT FOUNDATION WLL LME AND MAKE WIND-TIGHT N NEW ROCS ARE TO lTF ASPHALT SNINO'LE'S TD ..1 MATL71 RE EXLsnNo(aae�l lox SORE Nn ROOfS) Eadsting House Existi M A A 0 C Y i .• � B ` ( ' NEIr VMVTE CDAR SN D WALL-MATCH ETO K.-DOWS TO w Screen © ---,New t o 6'A 1 11YA,SCUPPFTH SCREEN PORCH SUPPORTS AND BEAM F CEO W7N CEDAR YMU DETAILS NEN WHt1E CEDAR SIONOfES HMS WALL NEW W/IflE CED SWN TMS *ccv EXISiB10 STONE WALL - i AREAL 171POSE 16 A I f NEW AIR CONORO YMT TfFFE �. BSMT FLOOR ELEV.-_ ------I------------------- WWI------- Uri i i i i A-8 B-BB WINDOW SCHEDULE ALL WINDOWS ARE ANDERSEN-MOTE CLAD W/SCtEFNS DIV.LTS ARE . BONDED TO M.-AND OU79DE W/SPACER BARS ANDERSEN T", /D D` W E S T E L E V A T 1 0 N q 2 WW wDE UMT uwr WHOLE STUD POCKET MULL {B} 21 A�IWOmc UNIDERSEN T �J Scale: 1 /4" = 1 ' - 0 " f �Yv ANDERSEN rW-2441 9)ue Sn0 PowEr WLL ` D L3 uw7TW"-s�Tposvas a WNOLE STUD PaaRT M� . MULL� } :r ANDERSEN TW-/BIT . ME uMT-MWDE PORCH {E}T . l/9NOLE STUD MULL LL AND£RSEN YULLED UNIT(SMOTE STUD POCKETS) . `" F DBL NUND TW-iB12 • ls.,. CL$L4'L`:E/•�� CENTER YN17 F7XED O1fP IYII ! . .7\".`�* yi -• ANDOLLSEN MULLED TRANSDV UNIT-MATCH WIDTH \ C[;>FLANKEI7S iRANAL DIIT-18I11 At;t; V CENTIR UM7(RANSOM-W>ECIAL Wg . • y � •�-�:�`� 4AND�DSL HUNC UNIT-WNOLE ..v� H FRANC IS A S ULLI VAN OND N 0BL N1'NQ MUNIT ULL 110f Nancy M 1 k u t o wi c Z ��STw POTiff'I Muu ARCHITECT MAR. 14 zoo>. 251 Maple Street �_eoX SC N.TRT MA ML RI T ES 187-OM W. Barnstable, MA coP7mralr zaDT-ALL ILuxlTs RESERVED i i. I SANG CHNM. TO REMAIN 5 91 1 A U. Ro . NEW WHITE CED R SNMGLES 1M5 WALL Existing House I NOTE ON EXISTING WOW ROOF �TO THIS 90 E ONLY. REMOVE EXSTING WOOD SHINGLES AND REPLACE WIN ASPHALT SHINGLES To MATCH THE ADDITION kTz T, 4 �;Tt main N I• u 1 EEO HN 29 F ----- IT -- -------I- ----- `., DOOR HOOD IS SUPPORTED Urr t BY CANIELEVER JOISTS I I I SEE C01UliN D k:"� a i ON SM A- PORCH Is OPEN snow NOTE ON neaR-SIT CLAPBOARDS S O U J-`H E L E V A T 1 O N. ANraO USE CEERTAINTEED-PROVIDE SAMPLESTO l J B MT FL00 IMMUNE POOLL=ALLFMAHrYRELOMMENGAnoNs `J Scale: 1 /4' = 1 — 0 " WINDOW SCHEDULE ALL WINDOWS ARE ANDERSEN-WNNTE CLAD W/�/g DIY.LIS ARE ' BONGED TO INSSTE AND OUTSIDE W/.SPACER ARR S a ANOERSEN TW-J0110 q 2 MDE UNIT SINGLE S TUD POCKE T TMULL ' ANDERSEN A-21 jANW/NC UNIT ANDERSEN TW-2442 L[LO4 C 2 MADE UNIT ' SINGLE STUD POCKET MULL D ANDERSEN TW-2I052 7 PADE UNIT- v rr d SINGLE STUD POCKET MU 4T^'IQ 0L ,:r { ANDERSEN nY-1842 r f¢ E}2 AWE UNIT-INSIDE PORCH Y SINGLE sTUO POCKET MUII 45HELCl!R;E %y. F A KE S NULLED UNIT(SINBl2E STUD POCKETS) tl' j;':'.y (F}FLANKERs OBL HUNG TW- �`.�.�+;1� \/CENTER UNIT FlXEO DNP 4292 �ANDERSLTX MULLED TRANSOM UNIT-MATCH 1ApM (j FLANKERS TRANSOM OHT- 18111 �'•' QNTFR UNIT TRANSOM-SPEdAL SIZE '; ANDERSEN O HUNG UNIT-SINGLE Nancy M i lk u t®W1 c Z FRANCIS A. SULLIVAN H &TV,2432 ARCHIARCHITECT g1NDERSEN DSL HUNG UNIT-2 MDE AAAMAR. Ta. aoo7 TECT 1 L'lJ 1 r OM SINGLE STUD POCKET MULL 251 Maple Street L>ox N. ,�7u ALL RI �� - W. Barnstable, MA COPYRIGHT 2007-ALL RIGHTS RESERVED I . 4 INS ROOF IS ASPHALT SHINGLES I . ;MIS ROOF IS A9WALT SNINOLES M I iA Nf / ♦♦♦ 1 . - �i� ♦♦ 1 1 1• VE AIFEW 1 ' B I • I I . I R 1 I e Existin� dwelling :to remain FIRST FL ENmr AND OARA NOT MOM VjW AW DRAIIIHD WRITY LEE]I j pN i 1 A-8 A-6 A 8 PIN MNOOW WH OULE: E A S T E L E V A' T 1 0 N . BONDED IN DE W%SPAS BAR ARE — Scale: 1 /4" - 1 - 0 " NANDERSEN TW-J0N0 R10E UWT OIE STUD POCKET MILL . ANDERSEN A-21 . {Q}AMINO UNIT - lam/ANDERSEI/TIF2M2 {C j2 WE UNIT 9Nf%£37VD POCIIEf MULL. _ ANDERSEN rNI-2110052s S waE SND POCIffi A;r ANDERSEN TW-1842 t 0.Pp E 2 MDE UNIT-INS)E Pam - `p,� SUfar STUD PC0(rT MU(ll( .. 1 <FjFi HERS Del.NUNO ITIt�1812 STUD POCNE . � - -'t_v[r CENTER UNIT FIXED DHP 1242 ° '�"'�'s ANDER970 MULLED 7RANSON UNIT-MATCH 81OTH 40�FANiERRIS//OTi�NSaN�Ta7L SIZE FRANCIS A. SULLIVAN N ANDERSEN Of HUNG UNtt-SNME MAR. 14, soon �- Nancy Mikuto wic z ANDERSEN DBL HUNG IANT 2 WOE ARCHITECT <XINGESAID.1AL1AL 251 Maple Street �� BOX 223 N.TRURO,MA 02652 vn 508 40-080S COPITBOHT 200T-ALL RIGHTS RESERVED W. Barnstable, MA - HALT SWINGES ON HIGH SLOPE ROOFS --SCE AND WATER SHIELD ALL ROOFS ROOFS ARE SHEATHED WITH SIB-PLYWOOD 1Y-8'Held s Ify WIDE RANGE SIM BEAM W-Yr Yr RAFTERS ARE Y r 10'AT 18'ON CENTER i ITiri TRIUGUS WELO 4. P RANGES Ia BNiARINO BOTTOM 1IO RANGE A I MALLS J)LVL UMBERS � I . 1 SUPPORIEO ON ``•f.``` CV970M SEAT WELDED TO STEEL SPECK SEA7 PLATE i 1/y g-S+/a• BEAM 5_WEIDED ON ANGLE + iNIS Ls STF711 BEAU 0 MASTER BEDROOM ' SUPPORTING LOADS ' FIELD VERIFY ALL STEEL DIMS PRIOR TO FABRICATION _13/4'T and G PLYWO FLOW, 12 I 3 I EMT=PLATE Ht . lYt"'PRO. OF POST AND HANGERS FOR ICEILINO JOISTS BEAM FR AND 07HER MEMBERS ASREOb �L AVY CASHED LINE IS SPEC::'.,:T."ii 7Rw IS PAINTED TINE I\X I BEAM At EDGE OF SL46W V ' TRIM ! I T HAS CONTINUOUS I t VENTING ' WS-SEE ELEVATIONS I TL I EXTERIOR WALLS FRAMED I • . ' WITH?k S'SILOS At BB'ON CENTER I B MIL POLY VAPOR BARRIER ON IN70M SURFACE OF ALL EXTERIOR WALLS I . a b M.BEDR OM b WALL SFIBERGLASS INSULATION IN EXTERIOR t I WALLS ARE SNEAINID W11H 1/2•COX PLYWOOD I . EXTERIOR FACE OF SHEATHING COVERED ALL I LOrAROMS WITH TYVIX OR EQUAL I I i I +/ SH ROOK IS PLANK WOOD FLOOR I OCR Is 3/4'PLYWOLD T and O w ADVANIEX I . IRST FLOOR ELEV. I —4-_ -----------TSPERFAIMITPAN-- -------------------------------- -------------------------------------------------------------------- Match Existing Floor •t-idl JOISTS PFR.FRAMINO PLAN;--- 9 r ,I\ \ IU CEILINGS ARE APPLIED TO 3/4'STRAPPING AT 18'ON CENTER a i - - - - - - - - - - ../<'^e TIRE FDTST FLOOR IS INwUTm WITH R-18 ISN CEILING IS VENEER PLASTER ON GYPSUM WALLBOARD FIBERGLASS BATES IS WALL IS INSULATED WIN R-18 BATES I BEARING WALL y � HOME OFFICE CLOS. UAL. SPACE '. c F»ASH ROCR Is WDOD PUNK . ROOK INSTALLED ON SLEEPERS IS J/4•PLY. i 4' CONCRETE REINFORCED SLAB UNDER PLYWOOD FASTENED TO SLAB . 1 BSMT FLOOR ELEV. , - Match xisting Slab ph p 1•RIOD fNSUUTION UNDER SLAB AT ALL�.rt9.f_d I UVNO AREAS I ?fw ' SECTION A—A /, FRANC IS A SULLIVAN SCALE: 1/2 -_ ,-o' Nancy M 1 k u t O Wl c Z MOa 74. 2007 ARCHITECT 251 Maple Street CDP A_ 6 BOX W. HT 20 MA D7-ALL RA �B t87� W. Barnstable, MA YRIDHT 2RIGHTS RESERVED CNRA! a)LVL MGIBERS SEE FRAMOIS. .-A)"SPEC ." 12 0 ASPHALT SNINGES ON HIGH SLOPE ROOFS ICE AND WATER SHIELD ALL ROOFS SN IS ROCK ARE 1'x 8'i°nA 0 V-GROOVE ROOFS ARE SHEATHED MTN WPLYWOOD STOW APpL UNDERSIDE OF RAFTERS AFTERS ARE 2'r IV AT,B'ON CENTER ' INSULATION IS R-30 n1 ASS BATTS VE AIR SPACE UNDER ROOF SN LATHING . N07E BIC HEADER IN I , ___- /WALL OVER DOORWAY .____________________ _SEE ERAmo-PjALEL_. LL TRIM IS PAINTED PINE 1 TROW I i 1 HAS CONTINUOUS VIIInNC ... .. NWW6-SEE ELEVATTOMS 7' UN 'I m ALL EXTERIOR WALLS FRAMED IS MTN Y'S B'STUDS AT IB'ON CENTER 1 MIL POLY VAPOR BARRIER ON INTERIOR B— IS�/1'PLTMODD O or AOVAN SURFACE OF ALL EXTERIOR WALLS - _ R-19 FIBERGLASS INsuunoH IN—, IRST FLOOR ELEV. ----------------------------------------------------------------- Match Existin Floor T..0 JOISTS PER FRAMING PUN 9 — — — 4—f0' U.WALLS ARE SIIFATHED MTH 1/1'W LYM)OD — — — OR FACE OF'STIEATIIINO COVERED ALL • NALL WOW FRAMED WALLS AND THE LOCATIONS MTN TYVEK OR EQUAL CEILING OF THE STORAGE SPACE ARE FINISHED MTN FIRE—COCE GYPSUM . WOW IS CLEAR RED CEDAR SA S ARE MADE FRWI SQUARE— STIDCK FACN W DOOR IS 1.8'V—GROOVE STOCK OOTN SIDE TO THE OUTSIDE OOR FAP STORAGE IS CUSTOM MADE WEATHER STRIP ALL THE WAY AROUND DOOR BOARD AND BATTEN I .. PROVIDE LV.HINGES AND HARDWARE STORAGE)X7 I POURED CONCRETE REINFORMD SLAB , BSMT FLOOR ELEV. - Match Existing Slab — - — — f 1 STORA OOR I \1'RIGID INSULATION UNDER SLAB AT ALL Lf.M1.. UMNG AREAS1�n I 02 e,- INTERIOR NE'W f /0, , ±; SEC T10N B-B SCALE: 1 /2 •_= 1' 0" fF's 7<rT�r�'y'•'.4'n FRANCIS A. SULLIVAN Nancy M i k u t .o wi c z "'°'' 14. 2007 ARCHITECT 251 Maple Street A—. 6a Box Z1J N.THTZ*7A ALLM T ESERVESGS —osoa W. Barnstable, MA COPYRIGHT 2007—ALL RIOTIIS RESERVED I EXTERIOR TRIMWORK. ' -ALL EXTERIOR TRIM FOR EAVE AND RAKES,CORNER BOARDS AND ALL MISC EXTERIOR TRDA SHALL BE PREMIUM GRADE/2 EASTERN WHITE PINE -ALL EXTERIOR TRIM APPLIED MATH LONG LENGTH BOARDS..NO PATCHING TOGETHER OF SHORT LENGTHS -NO FINGER JOINTED WOOD ANY WHERE ON THE EXTERIOR OF THE BUILDING. LIGHT OUTLINE OF Him Parm ROOF OVER .i THE MASTER BEDROOM IS E:42M4 FOR REFMETA . ICE AND WATER SHIELD ALL ROOFS ADJOINING ROOF TO EXTEND UP THE ALL ROOFS ARE 94EATKM MTN 6/B'PLYWOOD ADJDININO ENACTS A WN.a!8' - ALL LOCATIONS WERE IT MEETS / ' 12 AFTERS ARE 2'x IV AT 16'ON CENTER PU VARIES THIS WALL PROVIDE Y x 9"S NO STRUTS EVERY OTHER TAL ROOF It)W101 EXISTING .IE RAFTER PAIR DOWN D f }L. EXISTING PULE MT �-------------- GDNAL BRACES OF POST AND ` it WNO JOSTS BEAM FR i ALL IRRI IS PAINTED PINE B CX TO CE ��+,� TRIM CEILING IS SLOPED IN FOYER SOFFIT HAS CONTINUOU APPLY 1'A 8'T and C 1-GROOVE li / VENTING STOCK TO UNDERSIDE OF RAFTERS } WINDOWS-SEE ETEVAlIONS CE71IN0 J0151S ilE'D TO STUD I EA LOC W/6 NAILS'A@t. TINE PAST AND BEAM WOW FOV I ER WALL BUILT - 7 OF OWKLR SU roY I SUPPLIED MATERIAL I . I I I 6 d 1 b MASTER BATH WALK-IN CLOS. FOYER b •m * 1 I F I o A - I I I i ALL EXTERIOR WALLS FRAMED T 1 MTN 21 6'STUDS AT I6'ON CENTER 1 I 6 MIL POLY VAPOR BARRIER ON IMIM NISN FLOOR IS PLANK WOW FLOOR �, 1 1/2. 1 SURFACE OF ALL EXTERIOR WALLS OOR LS 3/4'PLYWOOD T and O or ADVANTEX I I - R-IB FIBERGLASS INSULATION IN EXTERIOR FIRST FLOOR ELEV. WALLS- _ ELEV. -------------------------- ------------------------------------------------------------------------------------------------------------------------ T.J1 JOISTS-PER FRALONG.PLAN -- Match Existing Floor ALL WALLS ARE SN£ATTO7)MTN 1/Y COX H EXTERIOR FACE OF SHEATHING COVERED LOCATIONS TWIN TYVEX OR EglAL LL CEILINGS ARE APPLIED TO 3/4 STRAPPING AT IS-ON CENTER L ENTIRE FIRST FLOOR IS INSULATED MTII R-19 1694 CEIlING IS VENEER PLASTER ON GYPSUM WALLBOARD FIBERGLASS BATTS I•��. S WALL IS INSULATED MIN R-10 BATTS i I' .m DEN UTIL. PORTANT NOTE., S£T NEW SLAB ELEVATION 1 TO PROVIDE NEW FINISH F-r FLOOR TO MATCH EXACTLY ISH Flaar IS 1f00D PLANK EXISTING BSMT FlN. FLOOR ' B-FtooR wsTAum ON SLEEPERS PLY. 4'POURER CONCRETE RDI(FORCED SUB S UNDER PLYWOOD FAS ED TD SLAB tli BSMT FLOOR ELEV. Match Existing Slab 1'RIGID IN9IUT? UNDER SUB AT ALL UWNO AREAS g�•�_e i i S E C T 1 O N C-C sr.ELeca;��• Npp j R,R111 .tlI �/ SCALE: 112 1t0^ FRANCIS A. SULLIVAN Nancy M 1 k u t o Wl C Z Mar. 14, 2007 r i ARCHITECT 0211= 251 Maple Street A— 7 BOX 225 N.HT1 MA All T IS 4BT-o6w W. Barnstable, MA COPYRIGHT 2OG7-ALL raeHTs RESERVED . 1 l i 1 . ROOF IS METAL TO MATCH EVSRN '..i . THING LS 5/8'PLYwGw - AFTERS ARE 2'+1' CENTER ' ' . ------------------. PIKE TRIM i I TIES ARE 2°1x' :cY CENTER-> .. TO BE PAINTED .. RED CEDAR TRIM (3)2'x 10'NR 111UG IS 1 xB't-GROOVE POE ' ALL AROUND PORCH CROWN MOULDING 1:'R1PS THE ENTIRE EDGE OF THE CEILING SCREENS ARE FRAMED/ MTN 1'a 2'RED CEDAR DOUBLE LAYER SCREEN BTIML I . I SLREEN . m m AS a'LLra PONfl PLACED EXIS17NO BUILDING • NTERIOR Of THE KNEE WALL IS FINISHED i WIN 17a6'BEADSOARO � i 1 EXTERIOR OF DECKS AND BALCONIES TO BE DOUBLE I RIM JOIST of 2'x/0' i CKNC IS TREK COMPOSITE MATERIAL WSTALLA71ON .I . AND FASTENERS TO MEET ALL MANFR RMAREVINTS IRST FLOOR ELEV. Ai-f #.*--2•c f0'P.T.JOISTS AT 16'ON CENTER Match Existing Floor SHINGLE OVERLAP/ -•.. - �; TRW At RIM JOIST , ATLICH JOISTS TO LEDGER 16D I o' GALVENIZED JOIST HANGERS ' POST ANCHORS A GALV.STEEL WASHERS TD PRO . TO BE 11FT-RE9STANT O P SPAS « I AND MITERED ALL MOUND I SITE BUILT COLUMN: COLUMN NOTES: TWA,NRAPS 4'.'4'P.T. POST WIN SUPPORT NOTE THAT THE COLUMN DOAN TO LATERAL BEAK I IS SQUARE ... FROM TOP TO BOTTOM. PROVIDE INTERNAL BLOOI- INO AS MAY BE REQUIRED. 1.POS1S ME PRESSURE TREATED. 2 ALL FACING MATERIALS ME CLEAR WESTERN RED CEDAR i &SLIGHTLY BEVEL ALL HORIL 5 1/7'•5 1/Y P.T.POST SURFACES TO AVOID STAND- No WATER. PIECE MITERED AROUND CAVE MOULD . • BSMT FLOOR ELEV. f�LPFAO AND oA6 SURFACE Match Existing Slab SIMPSON ELEV.POST SUPPORT HEAVY GAGE NOT DIPPED DALV. S c�s7 4CTETE PIER PER FOUNDARCI I:3 . S E C T I O N D-D a1; ¢ ;iTMA�nE:.cuxaE j::;, SCALE: 112 " = 1'-0- Yt I t%v7R� FRANCIS A. SULLIVAN Nancy Mikuto WIC Z Mar. 14• 2007 ARCHITECT 251 "Maple Street �_ 8 Box 725 RIGHT D 11A ALL RI oA RESERVED W. Barnstable, M'A COPYRIGHT 2007—ALL mans RESERVED EW INTERIOR TRIM IS TO MATCH THE INTERIOR TRIM - IN THE EXISTNG HOUSE: 17x4'FLAT STOCK NEW DOORS ARE TO BE ' CUSTOM TO MATCH THE . EXISTING DOORS MATCH EXISTING TRIM AND "I' BASEBOARD DIMENSIONS IF INTERIOR TRIM and DOOR SPEC. SCALE: 3/4 "e V-0' , B' B• 4" WOOD CEILING IN FO5'r'.i x8'POST 8 x8•POST •. LING IS SLOPED IN FOYER APPLY 1 x 8'T and O V-GROOVE STOCK TO UNDERSIDE OF RAFTERSI ' I , x 4' WALL BEHMD POST AND BEAM WORK IS VENEER PLASTER WALL BEHIND POST AND BEAM WORK IS VENEER PLASTER j.' e• ' CLOSET P0575 ARE %: DOOR SPLICED AS 7N15 SHELF IS 7'DEEP-GUILD��;a e'M;?ERS AS REDIDl SPLICE TOGETHER SHORTER LENGTHS NEEDED AND AVAILAWLITY DICTATES 0 _n s T/2• s Ile FLOOR / s 1/2' s 1/2• s T/z• % ..a., 4'-2 3/4' 4•-2' B' 3'-1 3/a• 7-11 T/4' J'-2 1/2' 8' 1'-4 1/2' . i ' 11 14 INTERIOR VIEW of POST and BEAM WALL by MBR INTERIOR VIEW of FOYER POST and BEAM WALL "sr•, YI .:;'.'k DECORA77VE POST AND BEAM WORK "'SCALE: 3/4 "= 1-0 ON FOYER WALL IS BUILT OF OWNER- SCALE: 3/4 •= t'-D" N3 SUPPLIED MATERIAL FRANCIS A. SULLIVAN Nancy Mlku,t0wicZ Mar. 14, 200E ARCHITECT 1 80% zzs N.TRURa MA ALL R ,I.auu;H,s soR 4e7-0903 251 Maple Street W.. Barnstable, MA A- 8 a cavrRlDHT 2007-All RESERVED •. . ____i______________________________________________ ___________------------------_---------------- 1XI Xs. EXISTING 0 No Changes In Existing Bum{. Vestibule M MAIN BEAM FOR IS(3) P .. . P.T.N 10' 'A.TOGETHER BASEMENT PROMDE UPLIFT RESIS6T SEATS ;%£MOVE EXISTING WALL AND DOOR AT BEAM AND POST I CDONS X 2L< _ ALL JOISTS TIED To MIN Garage HURRICANE CLIPS i I 2'.10'P.T.LEDGER ATTACKED JOISTS FOR PORCH DECK ARE WALL MTN 3/8-GALV,LAGS P.T. 2" x 10" MEMBERS PLACED USE STAND OFF SEE SEOnon PLAN, ------------------- ------- -------------- AT 16" ON CENTER IN ; 2'r 8'JOISTS ARE FRAMED INTO THE FLOOR JOISTS TO SUPPORT THE ovmm rwo ' ROOF FOR GEN DOOR i . HEADER OVER WINDOWS IS(2)2'.10'WIN INSUL.BrRN. I FRAMING AND WOOD CONSTRUCTION SPECIFlCATIONS: ALL FRAMRNO MATERIALS-4 FASTENERS FOR THE PROAmY SHALL RE IN ACCORDANt E"74 THE STANDARDS SET IN INS NATIONAL DESIGN SPEC. FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST'PRODUMS ASSOC, ALL CONSIUCTION HARDWARE FOR ENGINEERED LUMBER PRODUCTS SMALL BE'WANT SAO'a.p MANGERS AND SUPPORTS SMALL BE SIZED AND FASTENED PER THE GUDELNES IN THE PRODUCT GUIDE AND DESIGN MAN- UAL PRODUCED BY TRUE JOIST MCLMOUAK -ALL WOOD IN CONTACT WITH GRADE OF CONCRETE SMALL BE P.T.WOIMAN- - rZED/1 PREMIUM GRADE -ALL FRAMING SHALL BE SPRUCE-PINE-FIR CONSTRUCTION GRADE NILN DRIED. I' . ALL ROOF SHEATHING SHALL BE S/B'W%PLYWOOD. ALL WALL SHEATHING SMALL BE 1pr COX PLYWOOD. ALL S EIFLOORS SMALL BE 3/4'T end 0 PLYWOOD . ALL EXTERIOR WALLS SMALL BE r N 6'CONSTRUCTION A IV O.C.UNLESS NOTED 1 t 1 DIE: 01AERMSE i s THIS WALL IS BEARING -ALL ROOF FRAMING AS SHOWN ON PLANS.. ON CENTER -ALL FLOOR FRAMING AS SHOWN ON PLANS... i HEADERS FOR OPENINS AS SHOWN ON PLAN&..MINMLM(3)2':10..M PLYWOOD-SPACER BASEMENT LEVEL WALLS HEADER OVER WINDOWS ARE SHOWN BELO ) . Is(s)Y N ro•WIm STRUCTURAL•NOTES INSUL BINN. R'\\ .MLLILLAN ZOE.ES�.SIZE AND'NUMBER . 'ALL II METRE'NSTAU.Arr',8M BOARD FOR OF�S AO�ATEED. . Au'PEMY£TER INSTALIr;M".ram - - _ALL TJTS"ARE TRUS JOIST MGMLLAN SERIES ANDSZE.MDICATED .. . AND JUST SPACING INDICATED. . MAJOR MEMBERS ARE SIZED AND INDICATED,ALL OTHER MEMBERS AS REW'D FOR A COMPLETE SYSTEM AND NOT NECESSARILY SHOWN ON THIS PLAN. FOLLOW ALL MAHF'R RECOMMENDATIONS FOR INSTALLATION Of ENG 92M LUMBER PRODUCTS. ALL FLOOR JOISTS ARE T,J.I -JOIST MACMILLIN SUMTUnoNS FOR OTHER MANOR PRODUCTS OK WnH REOV ENGNE[RINO. SERIES 350 JOISTS 11 7 8'DE PLACED AT 16" ON CENTER I w y^;y:' T DOLWI FROM ROOF SUPPORT FIRST FLOOR FRAMING POST DOWN TO FOOTING Scale: 1 /4" 1 — 0 ' �� ,r• HEADER FOR I D`<�':_=;"•J��+ Dew DRLs BEAM Is(3)1 3/4•N B 1/2'LYL M I' FRANCIS A. SULLIVAN Nancy M1ku to WIC Z MAR. 14, 2007 � ARCHITECT 251 Maple Street �_ BOX W N.TRUK MA 02M PA SOB 48T-0803 COPYRIGHT 2007-ALL RIGHTS RESERVED W. Barnstable, MA i 4------------ -------- ------- ------- ----V I -------- ___________--------' ------------- J)T•x 10•BEAY SUPPORTS S ALL THE WAY AROUND La ur d. F rulAq oq sraR Existing Bathr. R"u Existing Kitch. D D ------------- New Scr. Po h N RIDGE — — — — k � — RIDGE PROME CIDUMC TIES tm PORCH MIN FIIASH CEILING ATTACED TO nES Existing Gr. Room Existing 7,•I' 2•x 12'YENBER FRAYED ON THE FIAT ON THE ExI"ROOF FOR RAFTER SEAT - ALL ROOF RAFTERS ARE 2'x 10'AT 1T 16'ON CENTER with S/6'PLYWOOD SHEATHING ------------= ---- - ----_...... ............ _ _ '---___---___-__ ------- Landing OTC PROVIDE(2)2•x 4• DOMN . FROM EACH RAFTER TO WALL - � I t Foyer f 0 t _ i;W , I ------------ i CHANGES SLOPE I p ALL ROOF RAFTERS ARE 'x 10-AT 16.ON CENTER with S PLYWOOD SHEATHING - - s SGPPORT BEALe .. (3)L!11OASERS-1 314'x 1 ". 1 {{ AL HANGER FABRlGfED .i - 10 ATi$CN!LVLa 7a STM GONi1NYES FOOTING HN Tm SEAY' NOTE SPECAL FABRICATION A110N ROOF FRAMING PLAN t•'u'•1 sTEEI BEAM . Scale: 1 4' 1 ' — 0 v ! V" New SL n Room L., FRANCIS A. SULLIVAN Nancy M1kuto Wlc Z MAR. to 2007 ARCHITECT J)2•x10'HEAOER SUPPORTS R,DGV ABOVE 251 Maple Street 1 BOX 22J R. HT 20 MA AU RI H� ES 4BT-orxu W. Barnstable, MA A- 10 twvrrnl„T 2007-All raclHls RESERVED • 1 4 zz" 1 ----- - --------------- TAX I Lau jr,d. PROVIDE ELEC PS F" NEW LAUNDRY . SEE DErAII 0r STAIR Existing Bethn RNL Existing Xitch. F NEW WALL LTs H w w t) p WEATHER PROOF OUTDOOR OUTLET New Scr. Porch jjTX1TX1 TTRUK R y®,OR KAy .. HEATHER PROS MEW TRACK UGITNO DUMOIILOUOL _ _ _ — _ �I_ Is MOUNTED ON E1OSTW _ _ y B�.IMS W/HERES MOD Vs V4 T HEATHER PROOF Expand Living Rm. OUTDOOR OUTLET Existing Din. w OWDO Raw LT .. WALLMTO.T.V. _____________________________________________________ '______________________I ___________' 71 LT..m F FW Coats F F�Yew M. Bath I ' HECEM PROVIDE-EC R ANT HEAT BATHRM. LOOR ONLY F er WHIRLPOOL Clos t • TUB R rna R R Closet- NO1E A71IC ' ACCFS.S� PROVIDE ONE 41O4LT-DISC KEY LIGHTING and POWER SYMBOLS ann NOTE THE FLOOR PLAN AND ARCHITECTURAL ELEMENTS SNORN ON UGHTIMOPI,WS ARE FOR GENT NFW WAGON ONLY: VERIFY MIN ARCHITECTURAL FLOOR Pt.AN.ELEEMf07E. , ALL LIGHTS SHALL BE CENTERED ON SPACES SNOB^..HEAD OFF STRUCTURE AS RE01D TO AC IEW TMI / -68— WALL BOTCH 1 r.... DUPLEX ELEC,OUTLET MASTER BEDROOM SHHgg�l!CC ARM LAypg BARE w' --.--StKTiEi)O AT FTXR/RE......i �N) COAX 1V CABLE JACK ..... .......... �.................'••::,:`••n' 173EFYIONE JACK �t �� f Hj OW LNNT FIXTURE-WALL MOUNT $ O UGIT FIXTURE-COLNO MOUNTED ;i NOTE $-SURFACE MOUNT,W-WALL MOUNT R.RECESS MOUNT,U-UNDECOUNTER MOUNT , .- ._.._.. FIRST FLR. LIGHTING and POWER ----- ' ---i:: ..... Scale: 1 4• = I — 0 A':•r\ VT !': SBINO ARAf•(,AMPS ARE •\. ,�....+•% SBI1WfE0 Af'EIX/URES • 'Aoy��l.;;•.-..� New S n Room H UWT qP • FRANCIS A. SULLIVAN tm�LMP�ARCHITECT Nancy Mikutowicz M.P. 14, 2007 026" 7Y7 251 Maple Street BDX �, N.TTT 2O NA ALLRI �, EDe Aln-osas W. Barnstable, MA E- 1 COPYRIGHT zarT-ALE RIGHTS RESUMM I 1 Ex15nNc D a No Changes in Existing BAm�. O I I Vestibule - . I I } I I I I � BASEMENT , I I I1 I RELOCATE ANT'; I MRES IN THIS HALL i I O IL YID.DI Km /"�EIO511NC 79- I COL I I Garage I - I I EXISTING SITTING ROOM Existing Sewing Rm. H t I I I REMOVE WX NE FLUOR.RECESSED S c I AND PROVIDE NEW RECESSED SHOWN I I I . I I O VNm M ---------------------------- m L LI!Ram ______ __ _______________________ _______________________ _____ I FM=- I Im i Den .. I OXCK E)OSTINO a=SERNCE FOR i LOAD,PRW NEW CIRCUITS AS REOWRED OD/1t� .. • nm- - N } WEATHERPROOF TV OUTLET Stor. i KEY LIGHTING and POWER SYMBOLS Utility Storage j NOTE: Wr FLOOR PUN AND ARWITECTURAL ELENEN7S .. SMONN ON UGHTINOPLANS ARE FOR mA twmmAncN ONLY. VEW Y MTN ARCFOTCCARAL FLOOR PLAN E SEWgRE Home O/fice ALL LIGHTS SMALL RE CENTERED ON SPACES SHORN...HEAD OFF t STRUCTURE AS REOD TO AGHEIE TNS ' - WALL SWrCH ! . Stor 4\� OUPIEX OUw V COAX N CABI£JAOK � TELEPHONE!lAat 1 - i OUGHT nmRE-MILL NOUN? O UONT nXTUw-CMUNO MOUNTED . =-@ f0(NIN-Comm HRRNI-COAM NOTE S.SURFACE MOUNT:NLWALL MOUNT R-RECESS NOUNT,U-wDrcmmTER MOUNT BSMT LIGHTING AND POWER PLAN N f 67TiT Nib EIAP Ram Utility Store ) WEATHERPROOF �/ Scale: 1 /4" = 1 — 0 OUTLET mm-cm� ✓v33'7Qi Sri.._ 1 4 FRANCIS A. SUUJVAN t Nancy Mikutowic z Mar. 14, 2007 ARCHITECT On" UM 251 Maple StreetE- 2 ENTx ass TL TRURD,NA ALL 10 HA EMA6T_OB03 W. Barnstable, MA coPrweHr 2007-ALL HNrlE,s RESERVED SYSTEM PROFILE LEGEND SEPTIC DESIGN: TOP FNDN. AT EL. 43.1' PROVIDE INSPECTION PORTS WITHIN NOTES ' � L� ACCESS COVERS TO FIN: GRADE (NOT TO SCA14 3 OF FINISH GRADE y APPROX. NGVD 100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER (WATERTIGHT) TO 1. DATUM IS 442.3�' M�INIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS NOT AVAILABLE 2% SLOPE REQUIRED OVER SYSTEM , 100x0 EXISTING SPOT ELEVATION DESIGN FLOW: 4 BEDROOMS 0'110 GPD = 440 GPD 428 0 USE A 440 GPD DESIGN FLOW ' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. _ 0 \41.2 FOR FIRST 2' 10 PROPOSED CONTOUR PROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL P - cocus 69 SEPTIC TANK: 440 GPD 2 = 880 RECAST UNITS TO BE AASHO H 10 M - - 100 -- - EXISTING CONTOUR :. � GALLON SEPTIC 39.79' 40.04 39.8' 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE A 1500 GAL. H-20 SEPTIC TANK .� TANK (H- 10 ) GAS \ r/ 39.13 ` LEACHING: BAFFLE 39.30'. 38.9q2' C7 0 0 0 O m 0 0 0 o maple 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. street thS ( 2.6% SLOPE) 6" CRUSHED STONE OR MECHANICAL o � � � � � � � � � trees Str SIDES: 2 (39 + 10.83) 2 (.74) 147 GPD 0 0 � 0 0 0 0 0 0 ENVIRONMENTAL CODE TITLE V. S COMPACTION. (15221 [2]) 0 = 0 0 0 0 0 E c 36,98' BOTTOM 39 x 10.83 (.74) = 312 `GPD DEPTH OF FLOW = 4 ( 1 % SLOPE) ( 1 x SLOPE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE TOTAL: 621 S.F. 459 GPD TEE SIZES: / " / " G. �� 3 4 TO 1 1 2 DOUBLE WASHED STONE USED FOR LOT LINE STAKIN INLET DEPTH = 10" USE (4) 500 GAL. LEACHING. CHAMBERS (ACME OR EQUAL) OUTLET DEPTH = 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. WITH 2.5' STONE AT ENDS AND 3' AT SIDES LEAC9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT FOUNDATION 44' SEPTIC TANK 49' D' BOX 17' FACILIiTYG 8.2' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LOCUS MAP FROM BOARD OF HEALTH. MA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ASSESSORS MAP 132 PARCEL 36-2 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR APPROVED DATE BOARD OF HEALTH BOTTOM TH 3 EL. 28.8' TO COMMENCEMENT OF WORK. LOCUSIS WITHIN FEMA FLOOD ZONE C 11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM REF. PB 362 PG. 16 USE EXTREME CAUTION IN AREA OF GASLINE I EXIST. WELL 12. ANY UNSUITABLE SOIL ENCOUNTERED SHALL BE REMOVED FOR 5 SURROUNDING SAS AND REPLACED WITH CLEAN MED. SAND LOT 2 TEST HOLE LOGS 2.32 ACRES ROOF RUN-OFF SHALL BE DIRECTED TO DRYWELLS OR STONE ENGINEER: DAVID FLAHERTY, IRS TRENCHES WITNESS: DON DESMARAIS, RS / DATE: JANUARY 23, 2007 / PERC. RATE _ < 5 MIN/INCH 7 / CLASS I SOILS P# 1 1590 -4 ELEV. ELEV. ELEV. ELEV. ' ul on 41.5' 4" 41.0' p" 40,8' p" 41.0' ' LS LS LS LS • / / J/ 10YR 3/3 10YR 3/3 10YR 3/3 " 10YR 3/3 9" 8" 12" 9 B • /WF B B B 6 / / LS LS LS LS 33„ 10YR 6/8 8.75' " 10YR 6/8 , 42" 39" 10YR 6/8 37.3' 10YR 8/8 32 37.3 37.75' // PORCH ON/ / PROP. SCREENED MIKUTOWICZ LANE / / POSTS .► DECK C C C C PERC PERC FMS FMS FMS FMS BENCHMARK: USE TOP �91 � FNON. AT EL 43.1' , 2.5Y 6/4 2.5Y 6/4 � 2.5Y 5/4 2.5Y 6/4 WF 5 I I I EXIST. DWELL TOP FNDN 43.1 I PROP. 144 I 1 138" 30.0' 144" 29.0' " 28.8' 120" , 31.0' PATIO I PpR NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 9 IWF 4 / / • / PROP. AD 85 ,OC uSEPII G E F7 I -TANK LfC7�►�C -j PROP GAL /` / SEP11G TANK: �S I 94 Y ° 3 I I I I / / / I��\� I , OAK O ILP — w SITE PLAN 0 • / / / / / / / / / N I I , � i� J NOTE: SEPTIC TANK IS NOT yyF / / I 61j i r SUITABLE FOR VEHICLE LOADING OF A� vsDOUR FI�2 / � 251 MAPLE STREET �/ / H3 / r . �� WEST BARNSTABLE / o� ! WF , / / / / / / / / �/ OAK PREPARED FOR T" yNANCY MIKUTOWICZ I OAK ' LJLA� /r -44_ _,�' ABRAHAM DIETZ EXIST. WELL I / / / / / / •• / S \ GPNE ;JAN-VARY 25, 2007 t67, / - REV 4/25/0-7 (MOVE ST, H-10) /BURNING BUS L �' �� ~ �/ \ \ \ 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 11o4f4A �/ I down cape engineering, inc. � I Zl^ m, S FFr I i OF, �j�o�n�gs CIVIL ENGINEERS I A NE., ARNE S9°sG� LAND SURVEYORS H. / L � OJALA N jo �n.zssas 939 main st. yannouthpoi t,' ma 02675 78 138_ DATE __---_.._ `•Nn S U RV Q a XXXXX.DWG 1 ...„.�vm..a:..,,.n<v,,..aruwmva..__ ,T+rruK.uv.:wrn.wwd...w.�:w,.�•-.,a cumnevrw-.ew.,ua. ...___ :,.r+e,m,ewu,. wax,,�.suumm.,cv.a.�..: ._ b.;. .,� ,:s,,,s,suw�y _ wawawy:.eu.ae,.,uuxw,utuxwux�.w. , 1 r 71 _:, q.__ , r s 6 , r i I , I 1 1 1 , , t r 1 , ,_, ANT ly 0 : , E` I 1 4 y.� I I ) { 41 ! f _ p l rfk r t vv u I 1 , 1 s I I 1 ` 3 . 1 1 E s t a , f ; M f 9 I ,1 G r ri 1 77 All r , 7 1 r ! I 1. , u�I , ..,E , , I rM« 1 i' 1 : { i , construction shall be done in conformance with >, "�"' . _ �... .'►' ,,raw:,_:, _ I Of r t ..�'�.1�:'CL AND �,t�C.AL I.,UITaT7ING COt�I� x� E 1:�. .. � ��sv��, rev. 1 ._ r,rrnwrry BY .. . time r� , o �" construction. PEET +, i q S t1�.1 contractors s y , 1 coriz�xt�.ons �n the- field t, a ' C:+.+€t I a.1 t�t�„, . crrar�vurrvG rauh+OEsa i I , , auwuuwv •- -..w f �t= 0 , 1 _ 1 ce _ 1 .. 'Ile _ x 1 -- AXW r SGALG: AP ROVED BY; -_� DUAWN LAY DATE; IKJ`. � _" aSm ... ,. REVISED Z5 DRAWING NUMBER i i i f 4 .ww I I V77 f - _ 1 77 f , td� ng , �. ,_»++-.n«...w+.r+�•.an.fw..,�_..r..........._......+.....m..._ .r.eev.v,•..w�.r- -...r::.:r,w... — _,+�. .r.+•T»w+.+mru.—••+ \ a mm i 1f4�N!DCk . a I. L.R+1 L4, MdkAirta�W ',iMW:gi+I�a➢i4W1kA46'�k.4 v.WNt.. I X it CD N k I s KE 16 ll*.,� 5 - IX+ G c- t-A G, LIZ 1%,A LLL t .. ...... .. .. .. , ...:.,.... _...... ....:. . .. w ,w. .... ..,.,. ..:. .. ...rw•+.rv...+wan+.+.+ .n•,+n.•...sw+._..Mw.nrr.a.,..vew.. s.„ wr ,..,.w.._ .„„'...,..... «—. .. .:.....� ..... .. � , ,. .._,-...... �,...o._ ...r......�.._.......�...�. ..�r+�r-....•.�w.�.......wrsrw....w�.w, ...+.iwr+.....wv.w..•.+wm-... •.�wr:ow+.-:,.�...�:n+�ew w«....:n+«�++r+ +wproyr yy L ; � .. SCALE: // �uz..�5- G?"/ APPROVED BY: DRAWN BY _. :,. r�. ............ :._.M ... ..l,r .; ,fig , z _ I DATE:. y-110— � REVISED _ L En °'&` � , �, _ .... IN IFTF 71" .. _. ._.,-,....._ .. ,,y. ... -. DRAWING NUMBER G �>F ,r E; LF , JT'F A TLU- - _ LLI I • + 1 r m , r r , 'r wi E I Ilk r x� r ' I�-- LL - `cam RCYVED BY: DRAWN BYDATE REV r� P iSE' �^� y�_� �A y' _... , � aC""' <� ._.....� — DRAWING NUME5Cf2 s j , i s f r f -,. i ,w P t f } I 1l e`3 X 14:- P\N IZ H1AbF`R 1 ! 1 ' I , C f . .ZLX 1a V.`C'. r t, ...:: + ,._ _ f . �G,.:../'�`.1...:.�— /�• � , "''may ....,.-. j . I � f G + i ... �. �__„__ _..,„•_ .. _.._ »_._ „ SCALE: 1 �/ 1F j/ AF'PROVE:D BY: � DRAWN BY 0ATE: c:'T- {tea. REVISED lgR,3`aN'MG NUMBER