Loading...
HomeMy WebLinkAbout0051 MADDAKET LANEr/ /17gddA�> " " ��n� P � d�- 3 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �z Map '` �q� Parcel) Application Health Division Date Issued l 3 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 71/gk? Historic - OKH _ Preservation/ Hyannis P:p-j ct-Street=Address_51 ( RddGket Line I5 0. 0 rl �� Address Owner���i(Giy t �U OyJn Telephoner-J 364 8330 Permit-Requ- t�'1 [�e�dlng second -�'i00y t ren_a�6i CQ�renl Is+ Moor 6tQCLM d 3 QSt W o Square feet: 1 st floor: existing 106 proposed 2nd floor: existing 0 proposed 1300 Total new hry'd Zoning District Flood Plain Groundwater Overlay roject-Valuationl 50�000 Construction Type Wood v - / o Lot Size w�4 C��r�a Grandfathered: ❑Yes C�No If yes, att upportig domentation. Dwelling Type: Single Family ® Two Family ❑ Multi-Family (# units) ' N co a% �o Age of Existing Structure 3(0 , Historic House: ❑Yes II No On Old Ki 's Highway: iYes Ca' o iz Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Ent Basement Finished Area (sq.ft.) 1 60 Basement Unfinished Area sq.ft) Number of Baths: Full: existing new Z Half: existing new Number of Bedrooms: 3 existing 3 new (3tbro-l) Total Room Count (not including baths): existing S new First Floor Room Count Heat Type and Fuel: QdGas ❑ Oil ❑ Electric ❑ Other Central Air: 2(Yes ❑ No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes CINo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board.of Appeals/Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes @(No If yes, site plan review# Current Use IF ES rdie)C C Proposed Use 9 t ok _Lg_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) /Name" -�r[��iS br4vJtl Telephone Number _1-60S,3(n4- 8 330 f( Address_-r>I A OX48a kLf LO OQ, License # �`C= J1Ee_ IILLE m 0. 02CAL Home Improvement Contractor## Worker's Compensation # ALLCCONSTRUCTION-DEBRIS_RESULTING-FROM'THIS'PROJECT WILL BE TAKEN TO /oW� o� yc�rMo�rN &eID SIGNATURE __-- 'l��_ DATE Z �-ax�- FOR OFFICIAL USE ONLY w ' r APAICATION# 7 I DATE ISSUED MAP/PARCEL NO. r. ADDRESS VILLAGE OWNER DATE OF INSPECTION: JAFOUNDAgl01V; _M -, °�13E .,- FRAME gh-7,117 } INSULATION FIREPLACE ELECTRICAL:. ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL J FINAL BUILDING:- DATE CLOSED OUT ASSOCIATION PLAN NO. AI The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .� Please Print Legibly N3ITle(Business/Organization/Individual): 1 rCLV o'> H -6RaW w 12 Address: 51 (A A aUJ Lame, City/State/Zip:Cc-,,tciwiut-t 04 02-(o32 Phone#: Stu k A ,,, ti Are you,t an employer?Check'the appropriatwk : Type of project(required): 1.El am a employer with . 4. am a general contractor and I employees(full and/or part-time).* have hired the sub-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. ❑Building addition o workers'comp. insurance comp. insurance.: sreq v ed:] 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 exemption myself. [No workers right comp. � of p tion per MGL 12.❑ Roof repairs ' insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that 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. $Contractors 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-contactors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a 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 pains and penalties ofperjury that the information provided above is true and correct. D ate: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant-to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation 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 receiver or trustee of an individual,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 such 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-contractor(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 y 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 sure 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 Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia .The Commonwealth of Massachusetts Deparment of Industrial Accidents Office jice of Investigations 600 Washington Street Boston,MA 02111 imm mass gov/diraa Workers' Compensation Insurance Affidavit:Bn ders/Co ctorstEb'ct6cian&4%mbers Ayphcant Information l Please Print Lezibly Name fioalfntlivithral):.�id t i L l'� z.i yt/ // �./�_ Address: ss' ciwstaterz p: Phone Are you an empl yer?Check the appropriate boa: am a employer with 4. ❑ I am a gel contractor and I T3'I�e of project(required): full and/or * have!tired the sub-contractors 6. ❑New construction employees� P�-�c�• , 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees. These sub-contractors have 8. ❑Demolition working for me mi any capacity. employees and have workers' [No workers'comp.insurance cep-tnsuranee.i 9- ❑wilding addition. .required_] 5. ❑ We are a corporation and its WE Electrical repairs cu additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs-or additions myself [No workm'comp. right of exemption per MGL 12.❑Rnofrepairs insurance required.]T c. 152, §1(4),and we have no employees.[No workers' 13.❑Other comp-insurance required-] 'Amy appHczw that checks boa:#1 nanst,also fal out.the seectiaa below showing their woakms'compensation policy information I Homeo mers who submit this affidavit m&cstmg they axe doing all woait sud Bien hue outside contracmrs must submit a new affidavit mdicatmg such_ IContmcmrs that check this boar mast attached as additional sheet showing the name of the sob-conmtsum aarl state whe W or not thane ewities have employees. If the sub-conuacwn hate employees,dray nmstpmvide their warken'comp.policy number. lam an employer that is providing it orkers'conTensation.insurance for iny etorptoyew. Below is the pdi7 and job sure information. Insurance Company Name: Policy#or Self-ins.Lie.#: �/C G Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.152 can Lead to the imposition of criminal penalties of a fine 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereirJr certify under tht3pains anrtpenab`i a 179vury fharthe info.tmatian pravidt€d above is thus and correct Sit�xtature� - Date: Phone OjyWat use only. Do not write in this area,to be zampleted by city or tm m afficiat City or.Town: PertmitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk, 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: r.- L 1 • DUO f Z34 I.L CERTIFICATE OF LIABILITY INSUMNCE DATE(MMIOGITYY►1 C [7 03119/2013 PW¢ID-am R TNIS CERTIFICATE IS L*,Wm AS A NATTER OF INFORMATION Blackstone InsUren ONLY AND CONFERS NO RIGHT$ UPON THE crRnFI.CATE HOLDER•THIS CERTIFICATE DOW NOT AMEND.EMNO OR P.O.Box 31 A4 ALTER THE COVERAGE AFFORDED BY THS POLICIU DCLOW. Worcester,iJIA 01613 IN9WRERS AFFOROMNG COVERAGE NAIL EIJtYO INSURER/e Lined EntBtp ses INsuRER e: 58 Frasboard Lane _ INEURER C' Yarmouth,P41 02675 INSURER.D: Il1SUR6R E: OOVERAGES TH5 ROLIGES OR INSURANCE LISTED BELOW HAVE BEEN 13SUEC To T'-!E rNSURED NAMEC A80'VE FOR ME POLICY PERIOD INDICATED.I1011WITHSTANOING ANY REOUIREMEWT,TERM OR CCHOMON OF ANY rDNTRACT 4R OTHER D=VMENT WrrH RESPECT-0 WHICH ThIIS CERTIFICATE MAY BE IS"D OR MAY PERTAIN,THE INSURANCE A"ORDED BY THE POLICIES LDEGCR;SED HEREIN 15 SU9JHCT TO ALL THE TEP.MS.EXCLU8ION5 A�-iD Oo NDITION6 OF SUCH POI:ES.AOCAJWATI LIIAITS SHO"MAY HAVe WMN REDUCED Ire PAC CLAWS. L?R IMdRP TYP!OF ftMPAM POtJGY NUR!RER LIMIT% OENNERAL LIABILITY EACH OOCURRENCE S :,' a EROVL GEP&fVL UAEILITY E y tN ue (3 CLAIMS SHADE G=UR MED EXP,Arq m*pvt*) S PERSONAL 5 ADV I11t1LiRY S GENERAL 1uWMMTE S 01)'L AIJOKOATE UtMT APP41EB PER; _ PRODUCTS-COLMP A B • PC<LICY PROtECT LOC �— ALITLTII onu j%mLTTY COLOWEC SINGLE LIMY 9 ANY AUTO ALL OWNED AUTOS BODILY j Y 1IWIJRY 3 I ODHEOULED AUTOS I fPr Der&") j HmD AUTG@ BODixll�FY �g NONv1NNEDAU 7S fpw f � I PROPERTY DAMAGE g (Pe;arsi3an•�1 I OARAGEL11AWLTq i AUTOC^!LY-B{AGCIOENT S ANY AUTO I pTHlR TN 4N EA hac F t AUTO?Ntr: AGG ? EXCEM N NRBLLA u&ZKJW GACH OCCURRESICE s OCCUR ❑ ,LAv6 MACE I AGGREGATE I D'cDUCTISLE i NTION S I 3 wom PpTIDNaNt 4 TOR'ruhatrs eR amrvgQ` AN,pRoP,v,mmPARTmgFmxecuTm WCC- 007"7012012 E/1/2C12 I 811/203 6L.6ACHACCICENT OFMCEMMEMBER EXCLIZED7 I + e-.El, 1 CO,000 f�i yygg>�lflflf!t1IE6' E_L�;9FJl.c c QdP.�Y� 4 I 4PE,'�.IALPR4VISIONS Shaw El.DISEASE-POUVf LIfH I, sOD.CCQ QrAER J DrAd Linnt,.l is cN wad by tho-madwe=mpe sa$en policy. OERTIFICATR MOLDER ZANCHLLATI©N Town Of Dennis SHOULD ANY OF THE ABOVE 0E6CR1B6D PO'VAS G'<CANN�LGO QtiCtfR6 TIIi CXPIRA7M DATE THEREOF.THE MSLM*INSURER MALL ENDERJCR T-IAA:L 55 DAYS YNRfREN 885 P:outo 134 '— South Dr rr.is•MA 02860 HpriCC To THE Ce"Pr.AJE HOLM WWCD To THE LEFT,OLf FAILURE TO DO 30'3HALL 6 WO os"mmom OR W ILIAT aF AxY 00,VD UF'CN I NC II�lR4R, Hil..>g R•S AGCNTS OF. REPRESENTATNES, AtiTH9191=4 REYRESENTATNE f ACORD26(200WO) f&ACORE C0RPURATION 1%18 t f A FYC Gicide to Wood Construction hi High Wind Areas:11 D'tnph [ nd Zone Massachusetts Checklist for Compliance (78o ChlfR5301 2.I.0 �.Check . . Couipbance 1.1 SCOPE WindSpeed(3-sec-gust).................................................................................................................. 110 mph Wind Exposure Category................................................................................................................................B 7 •Wind Exposure Category................Engineering Required For Entire Project.......................................C ✓ . 12 APPLICABIL1711'. ✓ Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2- stories s 2 stories Roof Pitch............ .......................................•---............:.....(Fig 2) _..._..._.................................. L 12 512:12 -7 Mean Roof Height .....................................................:...._._(Fig 2)......_........................_.......... .. 23 ft :5'33' ✓ . :..... ft 5 80' ✓Building Width,W .............................................................•(Fig 3)....................................._. Building Length, L ..........................................:........:..........(Fig 3)-•-.............................__.._..•.........�•ft.s BO' Building Aspect Ratio(L/W) ................................:..............(Fig 4).......:...........---............._............. 2.25 5 3.1 Nominal Height of Tallest Dpening2 .....................:.._........(Fig 4)......-..........................._.............b,--810 :56.g. y 1.3 FRAMING CONNECTIONS ✓ General compliance with framing connections....................(Table 2).......................................................:....... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......... ............... ....................:.......................................................................... Concrete Masonry........................................................................... ........... 22 ANCHORAGE TO FDUNDATION"3 5/8'Anchor Bolts,imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)......................... in. Bolt Spacing from endrjoint of plate................:............(Fig 5)...................................... O in.<-6 -12'. Bolt Embedment-concrete........:._......... ....(Fig 5)............. . ' ..� _i 7" ............:....Bolt Embedment-masonry................. (Fig 5).....:......i............................... G in.>:15, PlateWasher..:.............................................................(Fig 5)..............................................-3"x X x'/� 3.1 FLOORS Floor-framing member spans checked ...............................(per 780 CMR Chapter 55).................................. . Maximum Floor Opening Dimension........... ......................(Fig 6)............:..................................... R ft 12 7 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6).....::................................' �- MbAmLim Floor Joist Setbacks p . Supporting Loadbearing Wails or Shearwall................(Fig 7)....................................................36 ft s d Maximum Cantilevered Floor Joists, Supporting Loadbearing Walls or Shearwall................(Fig 8).............................. ._oft d74 ✓ FloorBracingat Endwalls....................................................(Fig 9)..............._................................................... Floor Sheathing Type ..................................:.....................(Per 780 CMR Chapter 55)................................... . -� Floor Sheathing Thickness ............... .(per 780 CMR Chapter 55). ....:�in. -7 Floor Sheathing Fastenng .............................................-Jable 2).. $ b d nails at in edge/ infield -i _ 7 4.1 WALLS Wall Height Loadbearing walls ..........(Fig 10 and Table 5) gi ft 510' ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... 8 ft's 20' Wall Stud Spacing ..........................:.............................(Fig 10 and Table 5)...................NO in.s 24'o.c. ✓Wall Story Offsets .....................................................:..(Figs 71£8)............................................fib ft s d —� 42 EXTERIOR-WALLS' Wood Studs Loadbearing walls.......................................................(Table ).................. 2x (� —ft 8,5 in. Non-Loadbearing walls (T ) --(" -- �- Gable End Wall Bracing FuILHeight Endwall Studs..:........................................(Fig 10)...................... .....---••- .................. WSP•Attic Floor Length.................................................(Fig 11)............................................. ® ft zW/3 7- Gypsum Ceiling Length(if WSP not used)....,:..............(Fig 11)............................................ ® ft>_0.9W 7 and 2 x 4 Continuous Lateral Brace @ 6 ft o.c...(Fig 11):........................................... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss'bays Double Top Plate Splice Length ----•............:.................................•---•(Fig 13 and Table 6)...................................... .8• ft gnlirtp( nnnarfinn (nn of 1Rr1 rnmmnn naifs)--------------(Table 6).......................................................... /6 I ATVC Guide to Wood Construction in High Wind Areas: I10 nzph /rInd zone Massachusetts Checklist for Compharice (790 CMR5301.2.1.01 Loadbearing Wall Connections 2. . Lateral (no.of 16d common nails).................................(Tables 7)...................................................... Non-Loadbearing Wall Connections 2 Lateral(no.of 16d common nails)...........................•--•-(Table 8).................................................. .._.. Load Bearing Wall openings(record largest opening but check all openings for compliance tp Table 9) f Header Spans ....••-•........................•.......................(Table 9)..................................._ft Co in. 5 11' p �- SigPlate Spans .......................................................(Table 9).................................. Oft in.< 11' Fun Height Studs (no. ofstuds)....................................(Table 9)...................................................... .3 _V Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans...... .. ...(Table 9)....................... O 5 1Z ✓ Sill Plate Spans......................:....................................(Table 9).................................. .3 ft 0 in.s 12' ✓ .Full Height Studs (no.of studs)....................................(Table 9)................................................. ✓ Exterior Wall Sheathing to Resist Uplift and Shear Slmultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening z .. 6'8' ✓ SheathingType..............................................(note 4)..................................................... A Edge Nail Spacing.........................................(fable 10 or.note 4 if less)_..............._....:_. • n. Feld Nail Sparing .. able 10 7— Field Shear Connection no.of 16d common nails able 10 •• . Percent Full-Height Sheathing........:..........:...(Table 10)....................................................._% 5%Additional Sheathing for Wall with Opening>6'B'(Design Concepts).................... Maximum Building Dimension, L , to Nominal Height of Tallest Openingz.......................................................................�14<6 g• / Sheathing Type..............................................(note 4)---------------------------------------------_...... 7- Edge Nail_Spacing (Table i 1 or note 4 If less) in. Field Nail Spacing...................... ....... ..........:..(fable 11).............. in. Shear Connection (no.of 16d common nails)(Table 11)...................................................... _ Percent Full-Height Sheathin ....FAble 11 ............................................:......._% 5%Additional Sheathing for Wall with*Opening>6'B'(Design Concepts)..............:..... Wal_i Cladding Ratedfar Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) F ure 19 '3 r/`ift 5 smaller of 2'or L(3 -� Roof Overhang .........................•-•--.--.... ( 9 ) ............. Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................U=-403 plf Lateral.............................................(fable 12}...... .----•-----.----•--.---.---L=L pff _7 9 pShear .. (T ) _ 1.plf . Ridge Strap Connections, if collar ties not.iised per page 21'...1(Table 13).........::..................T-Zo'i Of _T Gable Rake Outlooker..........................................(Figure 20) ............. O ft_smaller of 2'or 112 �- Truss or Rafter Connections at-Non-Loadbearing Walls Proprietary Connectors Uplift ...........................(Table 14)............._.........................._._.U=4►� Ib. Lateral(no. of 16d common nails)...(Table 14).......................................L=j�Elb. -7_ Roof Sheathing Type................:..................................(per 7B0 CMR Chapters 5B and 59)............ Roof Sheathing Thickness..............•----......._.....__..:................... ........ .............. 9t in.>_7/16'WSP RoofSheathing Fastening....................................,...._..(fable 2)......................................................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 78D CMR•5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per.Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1Ba and Figure 1Bb 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. " 3. The bottom sill piste in.exterior walls shall be a minimum 2 in.nominal thickness pressure.treated#2-gr2ide. Town of Barnstable Regulatory Services ' MAE& ' Thomas F.Geiler,Director F�. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 "Fax: 5087790-6230 HOMEOWNER LICENSE EXEMPTION ;ZZ 113 Please Print DATE:_._ f (JOB-LOCATION'4 �� �GCIC� C L�7Q FAJ'TfAViLLE number street village I30MEOWNER":'1 0.\�l,) browr1 -6-08. 95.7-7-46�i sye.-a6Y—&33'O name home phone# work phone# CURRENT MAM-INGADDMS: 51 MItncl A4&ie r LA tic city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) a• The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection '�"prooce`—dures d quirements and that he/she will comply with said procedures and requirements. c� 7' S atuie_f Rome Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContentOutlook\QRE6ZUBN\E)2RESS.doc Revised 053012 „ �VE Town of Barnstable Regulatory Services y� g Thomas F.Geiler,Director z6.39. 'biro na'�” Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Sec ' n If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized b this b g permit. (Ad ss of Job) *Pool fences and ala are the responsibility of the applicant. Pools are not to be filled or u ' zed before fence is installed and all final inspections are perform d an accepted. Signature of Owner Signature of Applicant Print Name Print Name Date --' ,,,�,•^� Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 f R T E 3 MEMBER REPORT Level;Floor:Drop Beam PASSED 2 piece(s) 13/47 x 9 1/2" 1.9E Microllam®LVL Overall Length:11' NO . fug .�,.+`" �`.,,'e,..,, �:, �'"•�w��. ..�.. �a� � � - .. O '.u, +�P£ £s�S�,�Y,. .'.�D : F Z�• .t!r � � .,per ��'... �v'i3 ry' '.'�`�.."k� �a S'�" -��`-��'� i r r �, t .,. .. t All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal'. DQSt n Resplts, ,,,, x Actual @t iocattort 1 Allowed Results " system: - _._,e o .. 5 LDt Load,CornbmatJo, Patterrt) r � Floor — R..( Member.Reaction(Ibs) 37(59 @ 2" 5206(3.50) Passed(72/o) 1.0 D.+1.0 L(All Spans),_ Member Type:Drop Beam Shear(Ibs) 3026 @ 1'1" 6318 Passed(48%) 1.00 1.0 D+_1.0 L(All Spans) Building Use Residential Moment(Ft Ibs) :9Z45"@"5'6" - 11775 - Passed(83%0) 1.00 1.0 D+1.0 L(All Spans) Building Code.IBC ' Uve Load Defl.(in) 0.346 @ 5'6" 0.356 - Passed(LJ370) 1.0 D+1.0 L(AII Spans) Design Methodology;ASD 6 Total Load Defl.(in) 0.456 @ 5'6 6.533, Passed(1-1281). -- 1.0 D+1.0 L(All Spans) Deflection criteria:LL(1./360)and 7L(L/NO). Bracing(Lu):All compression edges(top and bottom)must be braced.at 10'8 9/16"o/c unless detailed otherwise.Pro rattachment and lateral bracing is required to achieve member stability. Pe positioning.of sting Length� �Loads bo Supports(Iln) r tt� QrtS gTbta� Avaftable Requr�f � D� �Ftoor � �sx '1-Stud wall-SPF 3.50' 3.501, 2.53" 909. 2860 3769 Blocking 2 "Stud will wSPF 7,' '`.3 50 -3.50" 2.53" 909 2860 3769 Blocking-Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being.designed. - w T r ry Dea 4 Ploo UVe "Loads �Loeaao t-Uniform(PSF) 0 to 11' 13` 12.0 wl 40.0 Residential-Uving Areas _ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and,published design values. l ,'•. Weyerhaeuser eiipressty disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to,.,'. circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. e The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator » } Forte Software Operator Job Notes 6/25/2013 8:55:42 AM David McLean BROWN Forte v4.1,Design Engine:V5.7.0.245 Falmouth Lumber 51 MADAKETT LANE 4. (508)54MB68 CENTERVILLE s ..... davem@falmouthlumber.com j Page 1 of 1' FO MEMBER REPORT Level,•Floor:Drop Beam PASSED R. E 2 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Overall Length: 11' 'T i Flin + 0 o _ o 2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. D'es n Re"sups s° a rAcEua1�Loca�on3 Allowed Result ': LDF, Load CombmaUon Pattern system Floor . y Member Reaction(Ibs) 3769 @ 2" 5206(3.50") Passed(72%) 1.0 D+1.0 L(All Spans)__ Member Type:Drop Beam Shear(Ibs) 3026 @ 1'V, 6318 Passed(48%) 1.00 1L0 D+1.0 L(All Spans) Building Use i Residential _ .. Moment.(Ft-1bs). __._._ ____9745 @ 5'6". _.. .11775 Passed.(83%) 1.00 1.0 D+1.0 L(AII Spans); -- - .,Building Code:!IBC- Live Load Defl.(in) 0:346 @ 5'6" 0.356 Passed(LJ370) 1.0 D+1.0 L(All Spans) Design,Methodology:ASO " Total Load Defl.(in) 0.456 @ 5'6" 0.533 Passed(L/281) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(1J240). . Bracing(Lu):Ali compression edges(top and bottom)must be braced at VY 8 9/16"o/c unless detailed otherwise.Proper attachment and positioning of, lateral bracing is required to achieve member stability: 10 21 �Beanng Length ; Loads to Supports(Ibs} # Stipp ttS FK F � To L lallva lableRegwredD d rWeToi Accesso ..r?,r ....�Az;,>z`p �.. _ era. �•� 1-Stud wall,-SPF 3.50" 3.50 2.53" 909 2860 '3769-' Blocking - _ 2 Stud wall-SPF-..... 3.50" .«. 3.5W; ,. 2.53" 909 2660 3769 Blocking v . •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied-to the,member being designed. - } y� 01, Trtb ryDead kVve� ' Loads nts x - 1-Un form(PSF) 0 to 11' •13' 12.0 40.0 Residential-Living Areas 4n,y>erhaeuse Notes �..,, 4 , SUSTAINABLE FORESTRY INITIATIVE .�. Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and,published design values: •�` - : •a.,��-= •..}^�e-..�.�=•� •* Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. y (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to- circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to _ assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information'have been provided by Forte Software Operator - -• Forte Software Operator ,; Job Notes: _ 6/25/2013 8:5542 AM _. David McLean BROWN Forte v4.1,Design Engine,V5.7.0.245 a Falmouth Lumber 51 MADAKETTLANE (508),54$F868 CENTERVILLE davem @falm outhlum ber.com Pa e1 of1� - 9 IMEA Town of Barnstable BARNSTABLE. Regulatory Services 9 MASS. `b 1639. MP Building Division plFO S A 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r-/2 JN,\A C Location ,5_1 M A_VN T)A J< E77` L—k) Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Eb)cjntiAl6F G �s �vn Pw D 5�GaC-D) )OC-QED Fbk �`e-4s€� �® LV lL C-A�%YJG Q PJ ECD ,5 P>:CS ;-�� K)E-t-i r, /G3 L, Please call: 508-862-40.38 for re-inspection. Inspected by il �--- Date �] )" MiTek MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: 38211 Brown-51 Maddakett Ln The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Quick Build. Pages or sheets covered by this seal: 121223326 thru I21223328 My license renewal date for the state of Massachusetts is June 30,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OF ry.,�54 G a`S XUEGANG ^; LIU STRUCTURAL NO.-43283NAL - 2 [�A September 30,2013 Liu,Xuegang, The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Ii Job. Truss Truss Type Qty Ply Brown-51 Maddakett Ln 121223326 38211 GE01 Common Truss 1 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 27 14:52:24 2013 Page 1 ID:7WCmdwTHoBljnBUPF_UOrTzlk3k-169p5F4unGUuVtkknD9e iJViVJGBK62AD6KgtyZOg5 13-0-0 2s-o-o 27-0-0 1-0-0 13-0-0 13-0-0 1-0-0 Scale=1:52.6 4x4 = 7.00 12 H G I 5x6 i F J AD AC 5x6 E K AB AE D L C M o 3x8 II AA Z Y X W V U T S R Q P 3x8.11 26-0.0 26-0-0 Plate Offsets KY): B:0-3-8,Edgel,IE:0-3-0,0-3-01,IK:0-3-0,0-3-01,(N:0-3-8,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.09 Vert(LL) -0.01 0 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.06 Vert(TL) -0.00 0 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 N n/a n/a BCLL 0.0 Code IBC2009/TPI2007 (Matrix) Weight:123Ito FT=1% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-"(max)oc. OTHERS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 6-0-0 oc puffins. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left:2x4 SPF No.2,Right:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS All bearings 26-0-0. (lb)- Max Horz B=-369(LC 5) Max Uplift All uplift 100 lb or less at joint(s)V,X.Y,T,S.R.N except 6=-106(LC 5),Z=-100(LC 7),AA=-175(LC 7),Q=-100(LC 8),P=-172(LC 8) Max Grav All reactions 250 lb or less at joint(s)B,U,X.Y.Z,S,R,Q,N except V=284(LC 2),AA=282(LC 2),T=284(LC 3),P=282(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-314/241;G-H=-84/266,H-1=-84/266 NOTES 1)Wind:ASCE 7-05;11Omph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. t VA OF yjgsr 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. U XUEGANG 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Lill STRUCTURAL 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit N0.43283 between the bottom chord and any other members. o Q. 1 1)n/a - �O,c�,"9FGI STERN . tS/ONAI.E - 12)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard September 30,2013 ®WARWNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED P47TEK REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314, Chesterfield,MO 63017 ff saAnhern Piiree(SP)lumber is spec Ified,.t'be design values are those effective 06/01/2013 by AtSC Job Truss Truss Type Qty Ply Brown-51 Maddakett Ln 121223327 38211 GE01A Common Truss 1 1 Jab Reference o tional Quick Build Truss Co.,Inc., Swansea,MA 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 27 14:52:25 2013 Page 1 ID:7WCmdwTHoBljn8UPF_UOrTzl k3k-VJiBlb4XYZcl71JxLxgtWwrWQvSgtmYBPtstCJyZOg4 l� 6-6-13 13-0.0 19-5-3 I 26-0.0 2 1-0.0 6513 6-5-3 6-5-3 6% 3 2x5= Scale=1:57.2 5x6= 7.00 12 E 5x6 i AK AL 5x6 D F AJC G AM m B HI I A L K AN AO J 48 ll 4x4= 4x4=3x5 4x4= 8-8-9 17-3-7 26-0-0 8-8-9 8-6-15 8-8-9 Plate Offsets MY): fB:0-3-8,Edgel,fD:0-3-0,0-3-41,fE:0-2-8,0-0-41,fF:0-3-0 0-3-41 fH:0-0-0,0-1-51 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.31 J-L >999 240 MT20 _ 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.87 Vert(TL) -0.45 J-L >693 180 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.08 H n/a n/a BCLL 0.0 Code IBC2009/TPI2007 (Matrix) Weight:151 lb FT=1 BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 3-1-2 oc pudins. OTHERS 2x4 SPF No.2 BOT CHORD WEDGE Installation 1 Stabilizer(s)at 15-0-0(max)oc. Left:2x4 SPF No.2,Right:2x4 SYP No.3 Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1473/0-5-8 (min.0-2-5),H=1452/2-0-0 (min.0-2-4) Max HorzB=-369(LC 5) Max UpliftB=-435(LC 7),H=-420(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-AJ=-2161/475,C-AJ=-1890/478,C-D=-1908/493,D-AK=-1886/497,E-AK=-1775/533, E-AL=-1804/545,F-AL=-1916/510,F-G=-1938/506,G-AM=-1922/493,H-AM=-2195/489 BOT CHORD B-L=-320/1717,K-L=-72/1192,K-AN=-72/1192,AN-AO=-72/1192,J-AO=-72/1192, H-J=-268/1763 WEBS E-J=-220/829,G-J=-493/325,E-L=-204/779,C-L=-450/310 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 ljy,oF sr 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. o XUEGANG , 6)All plates are 1.5x4 MT20 unless otherwise indicated. LIUSTRUCTURAL 7)Gable studs spaced at 2-0-0 oc. NO.43283 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, o e 9)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ��F gEGISTEPEo\a�` between the bottom chord and any other members,with BCDL=10.Opsf. rg/oNALENv' 10)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B.This connection is for uplift only and does not consider lateral forces. 1( v l 11)n/a 12)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. September 30,2013 ®WARNING-Verify design parameters and READ NOTES ON 7WS AND INCLUDED IffM REFERENCE PAGE MU-7473 BEFORE USE. ■■■� Design valid for use only with MiTek connectors.This design 4 based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 _ Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 83017 ,= Sovthem Ptm(Sp)lumber is specified,thedesignvalues are tht effettive 06/01/2013 by ALSO Job Truss Truss Type Qty Ply Brown-51 Maddakett Ln 121223327 38211 GE01A Common Truss 1 1 Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 27 14:52:25 2013 Page 2 ID:7 WCmdwTHoBljn8UPF_UOrTz1 k3k-VJi Blb4XYZcl71 JxLxgtWwrWQvSgtmYBPtstCJyZOg4 LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON TTHS AND INCLUDED WTEK REFERENCE PAGE GUI-7473 BEFORE USE. __. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilliy of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSIITP11 Qualify Criteria,DSB•89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Chesterfield,MO 63017 H Sauchem pine t5Y)Twnbvr is spec ifed,thedesign values are those eflxtive 06/01/2013 by ALSO Job Truss Truss Type Qty Ply Bwn-51 Maddakett Ln 121223328 38211 TO1 ATTIC TRUSS 16 1 Jobro Reference o tional Quids Build Truss Co.,Inc., Swansea,MA 7.350 s Sep 26 2012 MiTek Industries,Inc. Fri Sep 27 14:52:27 2013 Page 1 ID:7WCmdwTHoBljnBUPF UOrTzlk3k-RhgyjH6n4BsTMKSJSLjLbLxppj9TLYbUsBL HCyZOg2 3-10-4 4-0-0 2-7-9 0.10.1 1.7.5 1.7-5 0.10.1 2-7-9 4-0.0 3.10.4 1-0.0 Scale=1:54.3 4x8= F 3x5 = 3x5 7.00 12 E G 2x6 II P Q 2x8 I D H 7x6 i R O � 7x6 Q C I J d� B K I M 3x8= N L 3x8= 44= 5x10 M18SHS= 4x4 = 7.10.4 18-1-12 26-0.0 7-10.4 10-3-8 7-10-4 Plate Offsets KY): fC:0-3-0 0-4-81.fD:0-5-8 0-0-81 fF:0-4-0 Edoel fH:0-5-8 0-0-81 fl:0-3-0 0-4-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.93 Vert(LL) -0.51 L-N >595 240 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.79 Vert(TL) -0.97 L-N >317 180 M18SHS 197/144 BCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.06 J n/a n/a BCDL 0.0 BCDL 10.0 Code IBC2009/rP12007 (Matrix) Attic -0.29 L-N 431 360 Weight:128lb FT=1% LUMBER BRACING TOP CHORD 2x6 SPF 1650F 1.6E*Except* TOP CHORD A-C,I-K:2x6 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: BOT CHORD 2x6 SPF 1650F 1.6E 15-0-0 oc:E-F,F-G. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 2-2-0 oc pur ins. BOT CHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer s REACTIONS (lb/size) B=1787/0-5-8 (min.0-2-13),J=1787/0-5-8 (min.0-2-13) Max Horz B=362(LC 5) Max UpliftB=-371(LC 6),J=-371(LC 7) THIS TRUSS IS DESIGNED FOR RESIDENTIAL ATTIC FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. LIMITED STORAGE AREA AND/OR SLEEPING ROOMS ONLY. TOP CHORD B-C=-2994/386,C-0=-2577/288,D-O=-2455/297,D-P=-1899/316,E-P=-1784/334, E-F=-58/1194,F-G=-58/1194,G-Q=-1784/333,H-Q=-1899/316,H-R=-2455/297, I-R=-2577/288,I-J=-2994/386 BOT CHORD B-N=-286/2474,M-N=-46/1958,L-M=-46/1958,J-L=-193/2474 WEBS H-L=0/1077,D-N=0/1077,E-G=-3340/444,C-N=-740/305,I-L=-740/306 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. sr+OF..M 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs asrgcy non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. U XUEGANG 6)Bottom chord live load(30.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.L-N LIu 7 H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at't s B and J.This connection is for STRUCTURAL P 9 9 1 O NO.43283 uplift only and does not consider lateral forces. q 8)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. �'pFF9Fcr5TE��p���` 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. TsIONAt.ENv' 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard September 30,2013 ®WARNING-Verify design parameters and READ NDIM ONYHIS AND INCLUDED n277ER REFERENCE PAGE MU-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. !�• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown - 4 for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB•89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 83017 If Sovthem Pine(5P)lumber is spec.irme,the dasign values are those effective 06/0112013 by AISC Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 14- 3 Center late on joint unless x,Y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Proper/ �4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. J L Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. T �� c1-2 c2a 2. Truss bracing must be designed by an engineer.For 0 /j 6 A56 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I bracin should be considered. = O 3. Never exceed the design loading shown and never o_ U stack materials on inadequately braced trusses. 0 10- 4. Provide copies of this truss design to the building For 4 x 2 Orientation,locate C7-8 C67 0designer,erection supervisor,property owner and plates 0-'A6'from Outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MTek 20/20 NUMBERS/LETTERS. software or Upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that Indicated by symbol shown and/or SYP represents values as published specified. b text in the bracing section of the by AWC in the 2005/2012 NDS Y 9 SP represents ALSC approved/new values 13.Top chords must be sheathed orpurlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 Mli ek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Qp 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood TfUSS Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. hfiffek ® BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.02/26/2013 ti + TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map Parce-� we Application Health-Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis Pro' t r c sec St eet Address -Village C`Owners Address Telerhone Permit Request 14,;:mcde, kip — PLIV4 f, 4cle� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay �Proje_t_Valaation, Construction Type i Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other i ?%a Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing nv Number of Bedrooms: existinonew o ry :X Total Room Count (not including baths): existing new First Floor Roo Counfr Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other N) N, r n Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ oal stove: ❑Yes ❑ No Detached garage: ❑existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Re corded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION ^-"`-- (BUILDER OR HOMEOWNER) Namey�2�� �V'��C. Telephone Number 1 ,Address e 6 l 5y License (D Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION E RI ESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �b Z �r ` el FOR OFFICIAL USE ONLY 4 APPLICATION# DATE ISSUED , MAP/PARCEL N0: ; ADDRESS " VILLAGE OWNER s, r -� DATE OF INSPECTION: ' FOUNDATION i FRAME 1 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL I Fw PLUMBING: ROUGH FINAL GAS: -ROUGH FINAL , FINAL BUILDING(Zit lkla v-. l I/? p DATE CLOSED OUT ' ASSOCIATION PLAN NO. - —�-- .Uepat2rrerrr o) cr�uu..�,. r��iiL }��„• O ce of Xrcvestigrz�ior .s J 600 �Yrxrl rxgtan "treel Bostarz, A�CA 02111 rNrvty:rrnass.govIcil a Wort{ers' Coru�Eusatio>z Sxtsrtr�.l�ce � da�dt: Biiild rs/Contractor,[E c'Y�cians/p.�u �ers please Pz znf�e ibl A )_icaztt�nfozmat�ox� C •A ��r e , � E (Bus mcss/OrganizdtibnlLnclividua.(): Address: 1 1 atel y i A-re you axi[Ltixzployer7 Check the appropriab-box: Type of project (requi_reel): 1 i am a employer vrith _ `l [ I am a gcner.,.l contractor and I 6_ [� N c�Y copsLr lction rmployccs (full an art.trnc).* have Iircd the s�.tb-cozztiactnrs jstc,Cl orl i'ae al=tachcd shcct. 7. Rcrnodcling 2.❑ I arrz a sole proprietor or parincr- TlZcsc sub--contractors have ship and have po cxuployccs DcmoJi'aoa craployecs r rid have workers' 9 [� L Ucliug addition working for. am in airy capti_cit��. [1�10�VOrkC13' camp. X1-u-uran.cC imp• ll]SlllanGe,t zCgrur. ] 5. [ We arc a corpolafioxi and its 10-[E.lcctaical rcpazr-s or additious 3.❑ I arIl a.homr:ovmrz cloinf; all Wofk offic�rs l�avc cxcrc>scd their �'lmnbing rcp�irs or aclrlifions znyscLf [No Nvorkcr-s comp. z-ighL of excr_oplion.pec MCTL 12.[]Roof repairs aD rnnincc rr. r. and we havt:.l in d-J errlployces. [No works rs' 13.[❑ t7lhcx — • comp.tnsuz�nccl:crXlusexl.] � ___— --- *Any aFrpli=t dial chr_cla box Ul rauu olio filll out tic bclow'zhoWing the r rior)ccir' cor¢Ptn-"L )x'policy infbnrmlion_ t Homeowncrr yvino nibtsit chir.af6clnvit and r;�Ig[bey air doing rill work rind thrs biro outride eont.MC ors must xubrnit anrw aifL-,it indicating Fuch. Cunlzaelors fbx.t cberkthis box truest att-aeljed au uldiiirn,al Ebcxt tbowut�the r arnc of Ilir sulrcuntTael'uia and rLth brhetl�er orttol t1io5C Gnl:i.t rs Have employees. V the sub conlnctors hwo crryloyccs,Ihr_y must prrrd db Ihcir worY.c s' comp.policy nturibcr. ---- — X.aw ait e nployer rh-at Ls provirfin.,-workers'.corriperlscai-on. fru,urance far rrr� ern layees BeZtrt ' is'Gli.e poCiry un-rI jab rile In:urancc Company Nltnic: frt..l` Policy#orSclf i-ns. Lic. 1/: —7-401W b 1+ Fx-rradon.Datc:— 2S 0 Job Sitc Addrr- ,: �_ �1)__�14 � � "_ ---__City/Statc/Zi1�:-(' A-t-L-ach a copy of the work(-- ;' coraprmsafion policy dealaratiorz paee (sbowine llie policy )number and expiration dale), Failure to secure coverage as rcquirr"dlm6rr Scctiort 25A of MGI, c. 152. can lead to the lroposHon of criminal pcnaliice of a Titan lip to S 1,500,00 and/or one-year iropri_sonmcnt,as will as ci�ril pcn llties in:the fDrIIl of a.STOP 17/OItK ODDER and a fine. of lip to $250.00 a day rgainst the�ioiator. 13c adv sad that a copy of th E, si�.tsna.e,rit may bo forvraxdcd to th.c Off.dc of luycstlgatious of the IDIA. for insu a-ri r-ificati,on._ Xdri herehy certify under ce pu cs'rcrirl eriath-es cfperjury th-.al the inform-tLdon provided ubave 'is trrie d carrecd_ Phone O/fuial ruse only. DO rtof iprin in 0av arery (b be cornzil�ted by city or tDWn official _ ,, PermilYT icense #-_ City or Towa: — XSS111Il�Authority (Circle olic); cfor 1. Board'of Hr-alLh 2,Bldlding D artcnent 3: CU-yiT own Clerk 4. Electrical Inspector S. Plumbing rnspc, 6, Other Phone Contract Person: --- Massachusctls General Ialvs chaptcz i�/rcquires e-u crnpJuycls w Jyivr,u� erson ui th.c servlcc of a-uOffia under iLny contract ofhuc, '1 r c La ,cr.•Js d.cE-ncd its '...cvcJ� p , trrtc aner Pursuant to i1iL. sta .p > , cx�ress or ixopficd, oat or written." An empLoyer is defined.as "au izidividual, parfzicrship, association, corporation or other"gal entity, or any hvo'or Jura Of the foregoing engaged in a joint cntrrprisc and including tic legal rcprescntativcs of a deceased cmploycr, or the Ccccivcx or 1nJstco.of an individual partnership association or other legal entity, employing cmployocs. HO_Wc`)�cr the owner ofa dwelling house having not more than tfu'cc apartments and who resides ticrcin or the occupant of the jwcLlirrb liovsc of anothcx who cnxxplpys porso is to do maintenance: construction or repair work on such dwcJlisJg bousc ar on the grounds Dr building app ruwt ticrcto shall not because bf sucli cizrpIoyixacal be deemed to be an employer." v GL chapter 152, §25.C(6)also statcs that "every sLnte or local Licensing agency slia11 tvitlaBold the issuance or' •eJner.21 of 2 Iicense Or.perzait'to oper?te,q,business,or to constrrtc•t buildings ba the c0mmOnlvealtli for wy cppllcant who leas noL pro duced•acceptable evidence of compliance T-6Lh the blsurance"coverage required." , �dditionauy, MGL ohaptcr 152 §25.C(7j stakes `Ncit}�Cr the commonwealth nor tiny of its poLi�ical subdivisions shidl ;nter Mto any contract for.zhe performance of public wort until ac, pt blc evidence of compliance vs ith the "'u�racc cquircmonts of this chapter have bcenprescnted to thr- contracting authoiity.' ,p p li czn is lease fLU out the workers' compensation R�I_Ivit completely, by chccEug the boxes that apply to.your situation aad, if cccssary, stzpply't-tib-coutcactoz(s)namc(s), adctress(cs) and phon.c auxvbcr(s) along with thcu ccrtificatc(s) of jsu ancc. Limited Liability Companies(LLC) or Limi-tcd Liability Partnerships (LLP)with no-crap toyccs other than the tGrnbers o�:parLnci , arc not rc�itircd to caxry�vorkcrs' coJnpcnsat on irrsirran-cc. If an-TLC or XJ P does have nployccs, a policy is rcquircd. Tic ad:n,srd that tltu, aEdavit may br.mbzni.ttcd to the Dcpartmcnt of Industrial cckknts for coa5 ma.tioa ofinsmaiacc covcraVc. Also be sure to sign and date tUe afl�dav1L cadbdcivit should rcbim(--d to the city or tn ),ra that the application for the peroit or license is bcio.g rcqucstcd, not th,Dcpartmc)-t of Idustrial.Accidents. Should you bmIc any qut:stious rcgarding t7�c law or if you arc zcquixed to obLda a.work--rs' ,Mpcnsation policy, lilcizs0 cal.1 the Dcptiztrucni, t]ZC number listed below. Se1S insiurd colopanicn should mter their l insu.ran�o liccnso number on the -,ppropri_.Lt_c line__ _-- -- — — . ILy DX TDYY.{l Of�GlkllS crisc be sure that the affidavit is coJnpl.ctc md.printcd]cgibly, The Dcpa tracnthas provided a.spa.cc ❑t the bodom r]ic aff7davit for yov to .fill out in the event lh.e Offzcc'of.luvcsti-ga.tions hL4 to cont�ci,y:ou zegarding iEac applrennt case Ue sure to Ell iu the pcfMiVliccnsc numbc;r which will be uscct a_s a r(,fcr-cncc niJrnbcr.. In addition, m applicant rt mmxsk submit multiple perzoW iccnsc ap.plicalions in arty given year, nocd. only submit c rip,aflarinvit in,ctica.ling cirrzcrit licy. (oxnaadon(if,neccs dry) and under"Job Site Address" the ap171icarLt should wzite."aft locations is (city or vn)."A ctrpy of the aidav>l that liar been.officially starupcd or marked by,thc�city or tows may be provided L� the. ch pllulnt as proof that a valid aliZdavit is on file for fulurc pCEMI Or 11GCI.1SC5, A nCSv affLdavJ1,]JInSt IJL'filial out _tUx( 3r.Whcrc a boznc owner or citixcn i obtaining FL 1irrzlsc or. pernrit not rrlatcd fo any business or Connncrcial vcnturr_ n dog license or porn it to biim lcavcs ctc.) said persort is NOT rcquirect to corxcplciz this atGdnvit c O cc of lnvcstigations woiJld lJ7cc 1D tt-in5 you in arlvancc for yoixi Cooperation and should you have my questions, a.sc do ziothcsitn.tn to Kivc us a call. DCp attmcnt's add A address, tcicphoac,and fax Wnbcr ----- Tbe C6 mmaawQr al.th Of MassaGhusar s - D tmeat allnclustdd Accidents Qf ct C'f Lvcstigltaans 6Q0 ��s1�in�I�n Stz�cet ' Boston., MA 02111 Tel. # 617-n7-4900 ext406 ar 1-VNNM SSAFE Fax # 617-727--7749 11-22-06 �vw-ur.m as s.go Y/chi a OCT-21-200B 17:15 From:MARK SYLVIA INS 5084209227 To:508 775 92M P.1/1 �l CERTIFICATE OF LIABILITY INSURANCE O 1Te Panora" 0121 WO PRo w=' 50&4200440 THIS CERIIFICATM 18 LUMD AS A MATTER OF INFORMATION MARICW_SYLVIA INSURANCE AGENCY ONLY AND COINIFF3t6 NO RIGHTS UPON THE CEIMFICATE "I MAIN STREET HOLD-.THIS CERTMATE DOES NOT AMEND EXTEND OR TER C RAGE BY THE POLICIES BELOW OSTERWLLE.AAA 02665 INSURERS ACRORDMID COVERAGE NAILS aasuwewA.FARM FAMILY CASUALTY INSURANCE,„ —._.,_._. . CAPE COD CUSTOM HOMES INC PO BOX 154 o�uweRc _ MASMPEE.MA aM9 . oNwRER e THE POUCIE S OF NOURANCE LISTED BELOW NAVE BHBN ISSUED TO THE INSURED NAMIrD AWVE FOR THE POLICY PGRIOD WDICATED.MOLWITHSTANOINO ANY REQUIREMENT.TERM"OR CONDITION OF ANY CONTRACT OR OTMBR DOCUMENT WITH,RE9PE;CT TO WHICH THIS CERTIFICATE IMY BE ISSUED OR MAY QK�pMN THE DANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERM.EXCL AKM AND CONDITIONS OF SUCH POLICIES•Af 11TO�R M SHMM MAY MAVEE BEEN REIXICE:D BY PAID CLAM. - - -----_ • - — pOLIGYNUI�I Y_ we4m► VACN OCCURPt-W i 1000000 A t: uu Oe�+ALUAtnmr 20011.81'37 1112502WO 11/25/2009 DuGUBItTL�a6wtwrJ { ` 30 , aAuieN"f r—xloccw a_.. �..__ 5000 - __- rwweaac a uw awm i 1004000 6tNtA0MQATRLt6TAP"6PW PRODUM-COA~AOD t 10=00 POLICY — wc nuroMOeitlIIAULITY Mff ANY Aura ALA OgMM AUrOD softy vasm , WHeOUMAUM �+eDAUToy � t tp" qQ 811Wt48LYIR�JIr AUTiDo%Y-rA_A=9Wff t AvTo ONLY. AGO i IUMILRY occult CIAOMRVDQ AMEOATQ i OWIICTf91II .. i _�_. --- won ADTQNTtDN A "� 2001W6430 0812vma 011/2512008 X ANYf Tolt�AwtgGAiGxGGfm4 ekEACMAWGi NT _ -- !AQ 000_ Oi/ RfJWIJ�EDi FL '.G t t ow'10 New Qga4A�np�r 8j,DID-P061CYUtf i 1 .000 i • DQi�T1011 OM OPO_R11'tWIW/LOCATIOtIi f Y6N1�1 f�tp.l AWGP B1I�ORITf il�Elit F ;CARPENTRY DETACHED OWELLINGS I CEWrNgCATE HOLDER' CANCEL.LATM . .. .. ataAneAwraPTw9ADoveuQieRISeDPm.Nele�cAwceumDeroRflmGexeltu►now MM TMpi W TM WINAM MUM WU O MAVQR TO rI K OAYi WAM N TOWN OF WNSTASLE Meat TO aNrroucAYQ NDiO�R wA�c To TNQ t1ePT eur RAaulm TO Do eo awAtt 200 MAIN STREET dome wD an RY OP ANY Iw UP"TIN WtVA&Ire AQ6M OR HYANNIS MA OMI 14COR0 20 1200tfOel 0 ACORD CORPORATION HISS i i _ r �0F'WErp�Y 'down of Barnstable Regulatory Services RAANw } " srARZ, Thomas F. Ceiler, Director 1619 .� truss. � °J6'DMk a - . -BtZilding Division Tom Pei-ry, Building Commissioner 200,Main Street, Hyannis, MA 02601 ww�v.town.ba rns to ble.m�.us Office: 508-862-4038 Fax: .508-790-6230 Pfoperty' O-Vvner MUSt Coniplete a:ei.d Si n Th's Section If Using A &nildc:r Z;6oh nd 15�0 \�rP . ZV�" v as Owacr of t�.ie subject property hereby aact on my behalf, I in altmatters relative to work authorized.by this building permit application for: —.-- (Addacss of Job) -L-O Signatui:e of Ow --- Date Lint Name if Property Owner is applyiag for perrnit please complete the l Tom eo.-Vm rs License Exemption Form on the reverse side. Town of Barnstable of YHe rp� �q 0 Regulatory Services ' Thomas F, Geiler;Director Y k a!`"sr�aLs, Building Division a Tom Perry,ffuilding CoI un[SS10ne'- 200 Main Street, Hyannis, MA 02601 z� v,town,barnstable.ma.us Office: 508-862-4038 Fax: 5.08_790-6230 )T0n,f.00Wr ER z,ICEt\!SE r-,XEMPTrON Please Print DATE: JOB LOCATION: -- numcr street village "I-IOMLO WNER": ----- name home phone it' work phone# CURRENT MAILING city/town ---- -- state zip code The current.exemption for"iomeowzlers" was ex"tendcd to include pruner-occupierl dwellin—s of six writs or less and to allow homeowners to engage an individual for hire who does not possess a license, art ovidcd that tl�e owzacr acts fls ' supervisor. , ft,,FzNJTMN OFHOKEOw> CA, Persons) who owns a parcel of land on'which'he/shc resides or intends to reside, on which there is, or is intended to be, a one or two-fainily dwelling, attached or detached structures accessory to such use and/or fazna structures, A person who constructs more than one home izi a two-year period shall not be considered a homeowner, Such - "homeowner"shall submit to the Building Official on a form acceptable to tic Building Official, that he/shc shall be responsible for gill suchvrorkperformedundc%-tl:.to'•buildinoperizrat. (S ecrion 109.1,1) 11c undersigned"homeowner"assumes responsibility for compliance with the State Building Code and odzer applicable codes, bylaws, rules and regulations. The undersigned "horneowncr"cerkifies that he/she UrldCrstand.S the Town of Barnstable Building Dcpartinrnt minimum inspcction'proccdures and rcquixarncnLs and that he/she will comply with said procedures and requirements, Signature of I-fomcowncr - Approval of Building Official Note: Threc-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control, HOMEO"ER'S EXEMPTION 'Ric Cocic states that: "Any homeowner perform ng work for which a building permit is required shall be cxcinpt from the provisions of this section(Section 109.).1 -Licensing of constructiorrSupervisors);provided that if the homcownu engages a person(s)for hire to dosuch work, that such Homeowner shall act as supervisor." Many homeowners who use this exemption Are unaware that they arc assuming the responsibilities of a supervisor(sec Appendix Q. Rules&Regulations for Licensing Construction Super)risors,Section 2.15) This lack of awareness oflcn results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would firth a licensed Supervisor. The homeowner acting as Superyisor is ultimately responsfblc. To ensure that the homeowner is fully aware of his/her responsibilitics, many communit es require,as part of the permit application, i lilies of a Supervisor. On the last page of this issue is a form currently used by tha.l the homeowner certify dial he/she understands the responsib several towns. You may cart t amend and adopt such a forrn/ccrtification for use in your community. UeZommonwealth of Massachusetts William Francis Galvin -Domestic Profit Corporat... Page 1 of 2 The Commonwealth.of Massachusetts Minimum gee: William Francis Galvin $100.00 Secretary of the Commonwealth, Corporations Division One Ashburton Place,l7th floor ' ast t Boston, Massachusetts 02108-1512 Telephone: (617) 727-9640 . .-Annual Report 2006 (General Laws, Chapter 156D, Section 16.22; 950 CMR 113.57) Federal Employer Identification Number: 043459251 (must be 9 digits) 1. Exact name of the corporation: CAPE COD CUSTOM HOMES, INC. 2. Jurisdiction of Incorporation: State: MA Country: 3,4. Street address of the corporation registered office in the commonwealth and the name of the registered agent at that office: Name: MARK A. DEDECKO No. and Street: 1645 FALMOUTH ROAD . City or Town: CENTERVILLE State:MA Zip: 02632 Country: USA 5. Street address of the corporation's principal.office: No. and Street: 1645 FALMOUTH RD., UNIT-D-4 City or Town: CENTERVILLE State: MA Zip: 02632 Country: USA . 6. Provide the name and addresses of the corporation's board of directors and its president, treasurer, secretary, and if different, its chief executive officer and chief financial officer: Title Individual Name Address (no PO Box). First,Middle,Last,Suffix Address,City or Town,State,Zip Code PRESIDENT : MARK A.DEDECKO 2 IVY LANE SANDWICH„MA 02563 USA -TREASURER MARK A.DEDECKO 2 IVY LANE SANDWICH,;MA 02563 USA SECRETARY JAMIE S:DEDECKO .. 2 IVY LANE SANDWICH,MA 02563 USA - DIRECTOR MARK A.DEDECKO 2 IVY LANE SANDWICH„MA 02563 USA DIRECTOR JAMIE S.DEDECKO 2 IVY LANE SANDWICH,MA 02563 USA 7. Briefly describe the business of the corporation: real estate construction 8. Capital stock of each class and series: Par Value Per Share Total Authorized by Articles Total Issued hftps:/Icofi:sec:sae:fria':is`Ico'i '/) llirioriizs/(720b'( J :as" ?sfae=Coinh4i 3% 4/2007 The Commonwealth of Massachusetts William Francis Galvin - Domestic Profit,Corporat... Page-.2.of 2 Class of Stock Enter 0 if no Par _ of Organization or Amendments and Outstanding Num of Shares Total.Par Value Num of Shares CNP $0.00000 275,000 $0.00 275,000 9. Check here if the stock of the corporation is publicly traded: 10. Report-is filed for fiscal year ending: 12/31/ 2006 Filer's Contact Information (Enter a contact name, mailing address, and email and%r phone number.) Contact.Name: Kevin M. Kirrane, Esg• Business Name:Dunnin-, Kirrane, McNichols &Garner, L.L.P. No. and Street: 133 Falmouth Road P. O. Box 560 City or Town: . Mashpee State: MAZip: 0.26.40 Country:USA Contact Phone: 508 .477-6500 ext: Contact Email: rnkirrane iDdunningkirrane.com Please provide an email address to receive an expedited response from the Corporations Division if the filing is rejected for any reason. if no email address is provided, correspondence from the Division will be sent by mail. Signed by Mark A. Dedecko , its president on this 14 Day of March, 2007 Make Corrections Accept ©2001 -2007 Commonwealth of Massachusetts All Rights Reserved 1itt s://coip`;sec:state m' : (s/cbrp%Fi1tn Fortis/02000'0 . s i? t 5t✓=Ct�fif3ffr 3/14MUI Secretary of the Commonwealth : Acknowledgment Page 1 of 1 Boom The Commonwealth,of Massachusetts l William Francis Galvin Date: Wednesday, March 14 2007 F �~t PAYMENT CONFIRMATION Confirmation DateTime 3/14/2007 8:07:24 AM Confirmation Number 4389080049932936 Payment Id 1297842 Transaction Id 5858,951 Entity Name CAPE COD CUSTOM HOMES, INC. Transaction Category Domestic Profit Corporation Description Annual Report Filing Fee $100.00 Expedited Service Fee $9.00 Total Fee $109.00 Your payment has been successfully processed and your application has been forwarded to our office for approval by the Secretary of the Commonwealth. If your application is rejected for any reason-we will contact you immediately. Please note that for security reasons all payment information is stored within a strictly controlled network environment. The connection between our network and the Internet is protected by a firewall and all payment information that is stored in our system is heavily encrypted to ensure the security of your transaction. If you have any questions or concerns you may contact our office at (617) 727-9640 or e mail our support desk at corpinfo sec.state.ma.us Thank You for using our online service. Click 1-1ERE to continue Click HERE to print this page © 2000 Secretary of the Commonwealth MONEIMME https://torp:sec:state.rna us/Co±T/Payment/acknowledgement.asp?Traii!D=5858951&Filin;:: 3/14/2007 �T o�Board of Building Regulations and Standards gpard of, ui ing Regulations and-St� i HOME IMPROVEMENT CONTRACTOR Registration: 149627 r ' `'Construction Supervisor License _ License: CS 66737 f , ` • ration2t25/20.10 4 „^ Expiration 1/26/2010 Tr# 262603 Expi T ' T 18678 "IyType ;Pnvte Corporation f . CAPE HARBOR Restriction 00 !' t MARK DEDECKO ` 759 FALMOUTH RD;UNIT 1 ," MARKA DEDECKO /, �-, MASHPEE, MA-02649 2 IVY LNG Administrator SANDWICH;MA 02563 Commissioner I 00.35License or registration valid for individul use only 19, '000 cfenc/ before the expiration date. If found return to: Ma ' 1 G_ soar osnd spacew Board of Building Regulations and Standards 1 2Fam//yNo R. I One Ashburton Place Rm 1301 Fai/ mes Boston,Ma.02108 `' 1,, re to posses is cau ecf rs�so tat Bo,%dnt edition Of + ro cation Of sg/o a Pthe _ valid without signature L °ptHE l°y, Town of Barnstable ti Regulatory Services * BARNWABLE, v MASS. $ Thomas F. Geiler, Director �A t679. �0 rEo,�,rrA Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.'ma.us. Office: 508-862-4038 Fax: 508-790-6230 August 26, 2008 51 Maddaket Lane Centerville, MA Map 190 Parcel 228 To Whom It May Concern: After viewing the un-permitted construction that was installed at the above address in the basement, it has been determined that ALL this construction must be removed. This includes all un-permitted plumbing and electrical. The sewerage pump must be removed and the hole filled in. All the sheetrock and interior stud walls must be removed. Respect lly; Thomas Perry, C Building Commissioner oFt rq,,, Town of Barnstable Regulatory Services BAM„A Thomas F. Geiler,]Director i639.� 10� ATE639 A Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4024 Fax: 508-790-6230 August 25, 2008 Clerk First District Court Barnstable County Main Street Barnstable MA 02630 Dear Sir: Please dismiss the following case, Bar numbers 76460,76461,76456,76637 and 76760, Marcio Teixeira, scheduled for Thursday, September 11, 2008 at Barnstable First District Court. Thank you. Lind4Eds ding Department 'M 77V ...f,,..; ( 1 ` 4 �j/ ;� �� `` _ YI7R 4 'Y>P Mw► ', TOWN OF ADDA0S-,FjfFENDE BARNSTABLE CITY,ffSUWTT ZIPCQDE- /A)` ' y�Im►per tf MV/M�B REGISTRATION NUMBER N Aa+ E A, 0 F SE I t/ ' fr 1. �d J d V may,.. LU TIME AND DAT•OF VIOLA + LOC&TI Nq,F`10 A I N��" �.�f+ Z NOTICE OF , `. ,1'PM�l� �' zQlJ•- J �lP �l � 01 - 1 .. W' STG�NA'1 R OF ENFORCING PERSON •_ / E 0 CI T. _'_;� BADGE NO. Ca VIOLATIONL..;< `vr � -� c _` _ _ I t� O OF TOWN ' . r.._ _-�• -. ►- %JAE EBY ACKNOWLEDGE RECEIPT OF CITATION X� �� CL ORDINANCE r -Unable to obtain, i n� ref er. THE NONCRIMINAL FINE FOR THIS OFFENSE IS �/� Date mailed ) -' w OR;A YOU HAVE THE FOLLOWIN ALTE ATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL 0- DISPOSITION WITH NO RESULTING CRIMINAL RECORD, LU ROE '1 LAT 10 N (1)You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, w before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O.Box 2430, J Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. a t' (2)If you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT,FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Attn:21 D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ # Signature N777ME0d �� ' '' _ - BAR7 766 TOWN OF: ADD•E FFErNDRP t� J"d BARNSTABLE C TY STATE•ZIP COD ' " VP 114E iq lmv MV/MB REGISTRATION NUMBER ' O.F4NSE xAx..rAxl.e. l,%A / � f 3. Ld ,639• O TIME AND OATS OF VlOLATJOI�.- �. ,(. .9CATION OF VIO TION W NOTICE OF (A.M P )oN.___, 2a�r�,. ��A d�`1SG� cr' _/lJ . 51GNAyURE•OF NFORCI Gf1 PERSON — EN ORCI�uG d PL BADGE NO. w VIOLATION/.., _ :._ :. _ ^� 4G' o OF TOWN 7j HERfBY ACKNOWLEDGEjRECEIPT OF CITATION XUJI ORDINANCE -Unable to ob_taisir ie Lgffe'nder. THE NONCRIMINAL FINE FOR THIS OFFENSE IS S ( !,7 ~ Date mailed` - UJI uj OR YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL a DISPOSITION WITH NO RESULTING,CRIMINAL RECORD. LU REGULATION c (1)You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, ty before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O.Box 2430, J Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. a 2 If you desire to contest this matter in a noncriminal proceedin ,yyou mayy do so by making written request to DISTRICT COURT DEPARTMENT,FIRST "'.`. VIRNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630'Att I:21 D Noncdminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the ✓� hearing to be due,criminal complaint may be issued against you. r ❑ 1 HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature NA -OFFENDER 2 B A D 76637 TOWN OF A DRESS OF ENDER, � BARNSTABLE CClY. AT 1 IP C DE W �f �tNE/per ) MV/M6 REGISfRATION NUMBER CL LAj i1qMI5 AND DATE F V 0 ION• M. LO pTIDN IOL(1?10 (� ` W NOTICE OF ,�'i kA:�n„/-P.M.)O 2064 / J .�' SIX- RE OF ENFORCIN PERSON '�""'� EN FOR-ING 'PT BADGE NO. W 0 OF,TOWN _ $EREBY ACKNOWLEDGE RECEIPT OF CITATION X �n ui a r ORDINANCE Unable to obtain sign ture fi offer ere THE NONCRIMINAL FINE FOR THIS OFFENSE IS Z� ! W Date mailed W OR YOU HAVE THE FOLLOWIN ALTE NATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL a DISPOSITION WITH NO RESULTING CRIMINAL RECORD. W REGULATION 1 You ma elect to a the above fine,either b appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted Q O Y PY Y n Q P 9 X 9 P.O. u.1 before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or posts note to Barnstable Clerk, Box 2430, ..1 Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. a UNSTABLE you desire to contest this matter in a noncriminal proceedt'ng,you mayy do so by making written request to DISTRICT COURT DEPARTMENT,FIRST UNSTABLE DIVISION,COURT COMPOUND,MAIN STREET ARNSTABLE,MA 02630,Attn:21D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature OF THE l Town of Barnstable MENSTABLE. : Regulatory Services Y MASS. g 1639. A,• Thomas F. Geiler,Director rED MA'S Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4024 Fax: 508-790-6230 September 12, 2007 Mr. Marcio Teixira 63 Mullberry Street Hyannis MA 02601 Illegal Apartment: 51 Maddaket Lane Centerville , MA 02632 Map: 190 Parcel: 228 Our records indicate that your house at the above-referenced location is currently being used as a multi-family home,which is contrary to Barnstable Zoning Ordinances. Violation of zoning ordinances is a misdemeanor, conviction for which results in a criminal record. You must contact this office within 14 days to either: • Apply for a building permit to restore the property to a one-family home • Apply"to the Amnesty Program Prove that this is a legal multi-family home. Please contact this office immediately to tell us what direction you wish to take. Sincerely, dson Amnesty Apartment Investigator Building Department w gforms:zoning3 Town of Barnstable Regulatory Services * BARNSTABLE, y MASS. Thomas F.Geiler,Director 1639. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4024 Fax: 508-790-6230 November 20, 2007 Marcio &Nivalda Teixeira 63 Mulberry Street Hyannis MA 02601 RE: Illegal Apartment: 51 Maddaket Lane Centerville MA 02632 � g p Map: 190 Parcel: 228 Dear Property Owner This letter is to inform you that you currently are in violation of Barnstable Zoning Ordinance 240-13. You must contact this office by November 30 , 2007 to arrange to bring the above address into compliance or be subject to fines of no more than $300.00. per day of non-compliance. Thank you for your attention in this matter This property must be restored to a single family home.. CY7 g Enforcement Officer Building Department Q zonings is u � �+,� „•y, �� �• .. ::- a ter a Citizen Request Mana9 ement ABLE Request ID: 20070 Created: 6/22/2006 11:38:28 AM 1 Stanton, David Status: Closed Assigned To: Health Office _ _________-• Chapter 170 : Housing Anonymous: No C0 !ISIONCategory: Overcrowding 'f E.C. Date: 6/22/2006 Created By: Fontaine, Tina >, Health Office Time Worked: 2.00 Response Time: 2.50 ► Requestor Details: A Email: tomrubino@comcast.net Request Location: 51 MADDAKET LANE Centerville, Ma 02632 Parcel Number: Map: 190 Block: 228 Lot: 000 Request: Homeowners at 51 Maddaket Lane,are parking their cars all over the backyard.This resident feels like there is overcrowding happening at this location. Request Work History: Entered on 6/22/2006 3:23:43 PM Last modified on 6/22/2006 4:29:23 PM DS went to said location on 6/22/06. A man answered the door and DS said he was with the TOB Health Dept. there on a complaint of overcrowding and the man just said "Noa speaky de English." DS did not gain access inside the house. DS observed a painting on the driveway that said "No Parq" with an arrow. There were some deep tire ruts leading toward the back of the home. No violations observed as we did not get approval to go into the house because he didn't speak English, no further action required. Entered on 6/23/2006 10:42:03 AM DS gave this complaint verbally to SS in building, and will print her out a hard copy as they do not have access to the new database. Building does not have any current regulations they can enforce regarding the number of cars. TM stated there will be a car regulation in the future, enforced by Building. It will be at the discretion of Building Dept. if they want to set precedent by taking future complaints. No further action required by Health. Entered on 6/23/2006 11:13:45 AM Last modified on 6/23/2006 11:15:52 AM i IDS brought the print out of the complaint to Building. TP said there is no regulation that is effective today that his department can enforce. This might be a future complaint. TP doesn't believe it is his department that would be enforcing future complaints, and that he thinks it is the police dept. that would be enforcing a regulation that will be in effect in the future regarding vehicles. Internal Note History: Entered on 6/22/2006 1:33:25 PM IDS looked up Tom Rubino in voter registration, his address is listed as 1162 Shootflying Hill Road, Centerville..DS looked up the septic, which is permit in the archives 77-316 for 3 bedrooms, as well as an inspection report in the residential file. System entry on 6/22/2006 3:30:50 PM: Estimated completion changed from 6/27/2006 to 6/22/2006 System entry on 6/22/2006 4:29:49 PM: -Please Review- email sent to McKean, Thomas System entry on 6/22/2006 4:29:49 PM: Request Closed System entry on 6/22/2006 4:29:49 PM: -Request Closed- email sent to requestor System entry on 6/23/2006 9:57:49 AM: Request Reopened System entry on 6/23/2006 10:42:03 AM: -Please Review- email sent to McKean,Thomas System entry on 6/23/2006 10:42:03 AM: Request Closed System entry on 6/23/2006 10:42:03 AM: -Request Closed- email sent to requestor System entry on 6/23/2006 11:09:43 AM: Request Reopened System entry on 6/23/2006 11:16:06 AM: -Please Review- email sent to McKean, Thomas System entry on 6/23/2006 11:16:06 AM: Request Closed System entry on 6/23/2006 11:16:06 AM: -Request Closed- email sent to requestor f Town of Barnstable OFTHE Tpk, Regulatory Services Thomas F.Geiler,Director - 9BA MASS.LE. $ Building Division MASS. • 1639. � i°iEp Mpg s Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 COMPLAINVINQUIRY REPORT Date: lO 2�—�� Rec'd by: Complaint Name: Map/Parcel Location / Address: d,�,q�,e �— Originator Name: L Obi Street: Lh Village• State: /' Zip:d I?-� Telephone: �S�>�— 7 2$=/ 7/,, 7 Complaint Description: �e r'O-1 h S e S © l- a �2 Aed cl- n 14 hf ' n ( ~ r orV-- u, 0 r/ 1—k rrJ,`l f FOR OFFICE USE ONLY Inspector's Action/Comments Date: Inspector: r— -, -01 U,7, G [� f��M n Q l rl e d 1 I r `^ Ysz\1 o�l C bS v Additional Info.Attached Q:forms:complaint Th OL s © c) /j 56c Gv- Town of Barnstable *Permit# yP�0FZHE To Expires 6 months from issue dale Regulatory Services Fee_ ^(// BARNSTABLE, y MASS. g Thomas F.Geiler,Director 16g9• ATf0 ntvt" Building Division ®PERMIT Tom Perry; Building Commissioner mPRESS 200 Main Street, Hyamiis,MA 02601 8 2003 SEP 0 Office: 508-862-4038 Fax: 508-790-6230 OF BARi�1STASl-� EXPRESS PERMIT APPLICATION - SI .REDENTIAL Not Vaiid without Red.Y Press hnprint Map/parcel Number I l� t/ v 5I m Qd d!���,f L-n , o,�n I (�, Property Address T �3 6, Value of Work / l Residential ��, wad L-e Owner's Name&Address '5-I MGAdd 6L) � ( o , `Ile OZP 3 p2 i1 _ Telephone Number Contractor's Name Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name C-1 Workman's Comp.Policy# ( bc 1 a Permit Request(check box) S 6 )QRe-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) t ❑ Re-side + ❑ Replacement Windows. U-Value _ ( maximum.44) ❑ Other(specify) uired: Issuance ofthis p *Where re e rmit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 9 Signature :Forms:ex mtrg Q p —A i,yioni The Commonwealth of Massachusetts Department of industrial Accidents Office of Investigations 600 Washington Street Boston.NtA 021l It Workers' Compensation Insurance Affidavit Applicant Information: PLEASE PRINT ;iA.1yIE LOCATION — 1 ' �`�`""'e—& r CITE' 0�� l _ STATE-ZIP CODE PHONE it ' O I am a homeowner performingo all work myself. O I am a sole proprietor and have no one working in any capacity. 0 I am an employer providing workers' compensation for my employees working on this job. an Name7Z 1 - V Comp y C(j Address CityU U _ —State (r�� ` Zip Code Z�/JJ S _Phone R ✓�b ' ` 2 - �r�� I /' 2 � Insurance Co. C�U(l rC �SL^�Q l'� '� Policv,T CA�i-C4 U I q> Expiration Date b I] I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who hav 11 e the following workers' compensation policies: Company`lame Address CityState Zip Code Phone " Insurance Co. Policy 9 Expiration Date Company Name Address State Zip Code Photie A Ciry Insurance Co. Policy.# Expiration Date of MGL 152 can lead to the imposition of criminal penalties of a fine up to Failure to secure coverage as required under Section 25A S 1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a of this statement may be forwarded to the Office of Investigations of the DIA for coverage day against me. I understand that a copy verification. do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Date " Signature . U1'Vlrrl-� ) 1Z'?�C'�.� 'r � Phone T L�Z� / S Print name OtTicial use only-do not write in this area-to be completed by city or town official O Building Department Permit/license X City or town O Licensing Board O selectmen's 0fr O Health Departtnrnt O Other O check if immediate response is required Phone Contact person .+��'��r11�I�M1�fYR�M:Mf'i1MMH`Ttl�ryWHMY'M.M`Mi hYan�,u'., I, �'gnt.�t?N':.. t�1.1�.' .'IiIM l„ �•r ,iA.'.i n. , ••t;�a:^J v.yyialMd,wY.4M .. .,. 1h\ al/I�? f(JO'IJf�JlfOIfIIJNIt�./� O��/lt�.QB� Iloard of Ilullding Itcgulallons and Standards HOME IMPROVEMENT CONTRACTOR 4� r ��• � Reylslrayon: 100740 Explrallon: 6/2312004 Type:.Private Corporation , CAPIZZI HOME IMPROVEMENT,I Aromas Capizzi,Jr. 1645 Newlon Rd. Colull,MA 02635 Administrator :b � ..,i ✓rp �oflr.�raraur�l/� o���i�ddar��idt/fie BOARD OF DUll_UING REGULATIONS I 1 Llcense: CONSIRUG1ION SUPERVISOR Number: CS 057032 ,I r r`• � - [xplres: UU/7.612OU3 Tr.nu: 579U Reslriclod: OU 11 IOMA S X CAPI7-1 Jll _ 70U PERCIVAI_DR W 13ARNS-IA13L.r, MA 02660 Administrator u . ui••u, IVUl%ul',U�DJ a LLIUNIUll t AUL Ul ACORD. CERTIFICATE OF LIABILITY INSURANCEA Ii'i 03/26 03 PRODUCER 71116 CERTIFICAT■It ISSUED A8 A MATTER OP INFORMATION NOrcKomw C Leighton Cape Loa. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE C.J.McCarthy Ins.Agency,Inc. HOLDER.THIS CERTIFICATM DOES NOT AMEND,EXTEND OR 437 Station Ave ALTER THE COVERAGE AFFORDED MY THE POLICIES BELOW. so.Yalra,outh HA 02664 INSURERS AFFORDING COVERAS! Phone- 509-394-0946 TAX:508-760-1407 INSURED INSURER A: National Oran a Mutual Ins. Ce INSURER 9: Nafety Insurance_SS as; 1$ How rovement Inc. INSURER°: Guard Insurance GrOmp 6 5 �Nte I� INSURER Dr.Cotwi mh 026 INSURER E: COVERAGES 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 I6 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER T M UMUTS O!NEAAL LIABILITY - EACH OCCURRENCE 1 1000000 A X COMMMCUILGENE-MUASILRY MPS02733 04/01/03 04/01/04 MRE DAMAGE(Anyone fire) 1300000 CLAIMS MADE a OCCUR MED E(P(Any one pwwn) s 10000 PERSONAL A ADV INJURY $1000000 OENERAL AGGREGATE 1 2000000 OWL AGGREGATE LIMIT APPLIES PER: - PAOIXICTS•COMP/OP Am s 2000000 Pa— PRO.V"T I Ica El LOC AUTOMOWLEi LIABILITY ( BI�NEED' R 1 SINGLE UM H ANY AUTO 1601064 04/01/03 04/01/04 ALL OWNED AUTOS RO01LYINmy 11000000 X SCHEMA.ED AUTOS (P-P—) X HIRED AUTOS BODILY INJURY $1000000 RX NONOWNFDAUf06 perm w*nq PROPERTYDAMAGE 1500000 (PINT aoddon4 OARAOD LIABILITY AUTO ONLY.GA ACCIDENT 1 ANY AUTO �}1� FA ACC 1 �UTO,ONT YN AGO $ "Can MANUTY EACH OCCURRENCE 1 OCCUR CAMS MADE A00REOATE 1 D&DUC ISLE _ RETENTION / 1 WORKMRS COMPEN&AT10N AND X C EMPLOYERS'UAWLITY CANC401043 01/01/03 01/01/04 E.LEACHA=mewf $100000 E,L.DICCAs6.EA EMPLOYE 1 100000 LL,DISEASE•POLICY LIMIT $500000 OTHER DESCRIPTION OF OMATIONKOCATIOWV&ICLIEB#tXOLVtION&ADDED BY ENDORSEMENTISPEC1AL PROVISIONS CERTIFICATE HOLDER p ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OP THE ABOVE DESCRIBED POLICIES EE CANCELLED BEFORE THE![EXPIRATION DATE THEREOF,TNB I&SUINO INSURER WILL eNDEAVOR TO MAIL AD—DAYS WRITTEN ' NOTICS TO THE COLTIPICATE HOLDER NAMED TO THE LENT,BUT FAILURE TO DO 80 SHALL • IMPOSE NO OBLIGATION OR UMILITY OF ANY KIND UPON THE INSURER.ITS AOENTB OR REPRESIIIITATNNlS. . AUTHORIZFnRMMSOUATFYF- yt ACORD 25-9(T/VT) OACORD COVORATION 1Nt i z7y�J CAPIZZI HOME IMPROVEMENT INC . SPECIFICATIONS AND ESTIMATES PAGE 6 OF 6 STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT I, OWN THE PROPERTY LOCATED AT IN 0DJA t. MASSACHUSETTS. I HAVE AUTHORIZED TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT'IN ACCORDANCE WITH 780 CMR, THE MASSACHUSTTS STATE BUILDING CODE. I GIVE MY PREMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. SIGNATURE OF OWNER: OWNER'S ADDRESS: OWNER'S TELEPHONE: LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: _ 4 TU UI APPLICANT'S ADDRESS: 74 - 1 - r IV 1645 NEWTOWN RD OTUTT KA 02635 APPLICANT'S TELEPHONE: 508.4428-9518 RESPONSIBLE OFFICER: i RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: ! ACCEPTED BY DATE THIS PAGE IS PART OF AND IN CONFORMANCE WITH PROPOSAL # TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �!� Parcel Permit# � 3 0� / Health Division Date Issued 9- Zo-0 k Conservation Division Fee 030 Tax Collector .�/ 0� SEPTIC SYSTEM � 7 Treasurer l INSTALLED i6V CO6 e x Planning Dept. EN VI CtV WITH �'4TITLE 5 6�lENTAL C002 AND Date Definitive Plan Approved by Planning Board TOWN REGULA7aCNg Historic--OKH Preservation/Hyannis Project Street Address MQI.d z &J laAk--, Cq=fijt�-✓t /G Village Ca nkrV1 Owner ffigmir' ,, Ljc 9 h Address �(,� aox 1/1f tl lkvb - Telephone 7 75 " `1 W.;L- Permit Request/6 a nd4Lo -V S / ruts -� i 12gcJ--.- 4, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation 4 /D Q0 - UD Zoning District Flood Plain Groundwater Overlay Construction Type ,ALot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) I ' Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing E_ new 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 Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn: O existing ❑new size Attached garage:O existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ AUG 2 0 2001 Commercial ❑Yes ❑No If yes, site plan review# B y Current Use Proposed Use BUILDER INFORMATION Name /Z r/ r Telephone Number Address /,yY— XiwiwnLicense# (W 70/ -74t/Ir CD - Home Improvement Contractor# /007ZIO Worker's Compensation# ")-7_<t96 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �/VtC� �I SIGNATURE � C���! L �` DATE t FOR OFFICIAL USE.ONLY PERMIT NO. DATE ISSUED ; ' MAP/PARCEL NO. x .- a ADDRESS " ~VILLAGE } OWNER ' " "t DATE OF INSPECTION: FOUNDATIONS r . FRAME ` INSULATION t FIREPLACE I r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH '` - FINAL GAS: ROUGH. _ . _ FINAL FINAL BUILDING DATE CLOSED OUT ', ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents rQ -- O!lice o!/aveslJgaUoos 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit location' city k /. phonc# / -7 L) l�0 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity [am an employer providing workers' compensation for my employees working on this job. company name: city: CO 1 1-( T OQlo3 5 phone#• insarancs>to yI�C//�T �j7� fS �Q- nolicv# I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who hr— the following workers'compensation polices: company name: address:. sttyr phone#- - — insurance-To... policy# company name. Rdd[Css. city phone# irisarantxco. oolicv# Failure to secure coverage as required under Section 25A of NtGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 andin? one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that 2 COPY of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. do hereby certify under the pains andpenaltfesof perjuq that the inforntation provided above is true and correct Signature ,,// �aP Date F. . Print name !'IC�(�i%le l UL V. RAs�i �_[_ r4�C./•f. Phone# I �d "r��' 9S� C:,, nly do not write in this area to be completed by city or town official : permit/license# f lBuilding DepartmentLicensing Board mmediate response is required Selectmen's Office r0liealth Department on: phone q• 00ther (revised 1095 P1A) 7,7 "�oaz.no.uaeall� o�' / aoaaclivaeCla BOARD OF BUILDING REGULATIONS i { License: CONSTRUCTION SUPERVISOR (�p�\ 92.Cure„rauavalU u1&&awadllWA � , Number CS 057032 i` '' � Expir s 09/26/�p01 Tr.no; $742 I 1 Registration: 100740 l Res rlctgq�Jd::00 Expiration: 6/23/02 Type:' Private Corporatio THOMASX CAPIZ4I4lR 280 PERCIVAL DR - CAPI22I HONE INPROVENENT, i Tholas HOME ICapizzi, Sr. W BARNSTABLE, MA 02668 Administrator' 1645 Newton Rd. '°°`` ADMINISTRATOR Cotuit NA 02635 i p ;: J/,r �o7.zrnonc. .a�'�/jifaoaa�/u�oeCla , g'.h BOARD OF BUILDI G REGULATIONS JucfiuJ f Tic Car�viruyi u� I License: CONSTRUCTION SUPERVISOR DEPARTMENT Of PUBLIC SAFETY Cs: ` Number: CS 007454 CONSTRUCTION SUPERVISOR LICENSE 3, l �{ Number Expires: Re trlcted'T4 00 Restricted To: 00. THOMAS CAPIZZI FREOERI�K V: RASt H III I I 1645 NEWTOWN RD W S'-P f 1@60 BOURNE TO COTUIT, MA 02635 Administrator PLYMOUTH, MA 02360 j J : - : tZx�z__iic ; -- -- - -- - - - -- - - --- - - - ----- - - - - - - _.--: - : � i E + � i f DEUCt�G _ - -- C} -- - -- - — — 446. T. -.4 �T , V J.Ft'/lo/tT Jw_G�ici�c� — Tuac= �1Ab 1+ 0136 U f 1 a a The Town of Barnstable Department of Health Safety and Environmental Services Building Division f 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 ,' _Building Commissioner Permit no. �� Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION ' MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,.demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: &eJJK.,eA CJ'a do wS S Estimated Cost Address of Work: , Q T c Owner's Name: a 48toy 63 Date of Application:_T��� I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under$1,000 Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: i •lDD� to Contractor Name Registration No. C�Piri� c►n� �uPicwF,MEur y OR Date Owner's Name g1onnsAffidav ' ,j (,J�L i✓'1 fo tj' � , Lb E•l Cb�� �' ! Z S•t�ti2s � "fas-� f1 x 11 l� i *IonaTOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map Parcel Permit# 51-0 2 f 2f�0 NP.alfh�ion Date Issued n f.2 12_i/®,D Fee JP, -®© Tax Collector Treasurer ��� l�U✓�' ` Wit• Date Definitive Plan Approved by Planning Board Preservation/Hyannis Project Street Address Village ee,4,,.,� Owner ffl a -4a !,k),4 b t,(5_f 6 t4 Address An .96 X q( j fo k. D� ��-- �� Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation �, 1 -7 �� Zoning District Flood Plain Groundwater Overl Construction Type Lot Size Grandfathered: Cl Yes O'No If yes, attach supporting documentation. Dwelling Type: Single Family k Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes O=P4T . On Old King's Highway: ❑Yes es Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count I Heat Type and Fuel: O Gas ❑Oil ❑ Electric 0 Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: Cl Yes ❑ No Detached garage:O existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑existing ❑new size Shed:❑existing ❑'new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes CtNcr" If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name0"), #Omf L-727 ion Telephone Number Address �22,kw )PC/. License# C C 7 a 0OIL 3 S'� Home Improvement Contractor# /00 Igo Worker's Compensation# o—,3 — (2 7 —W `(» ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 27-1 DATE 1O21 <!yz) e r �. 't t FOR OFFICIAL USE ONLY - .PE�MIT NO. t DATE ISSUED t MAP/PARCEL NO'.' ADDRESS >- .� I -_ VILLAGE OWNER 21 d - DATE OF INSPECTIONI ; r FOUNDATION S t FRAME INSULATION FIREPLACE 1. ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH - FINAL GAS: ROUGH FINAL FINAL BUILDING- ' DATE CLOSED OUT ASSOCIATION PLAN NO. TECH2000 Prime Products Page of Vinyl Window System Window & Door Order Form Ship Via Delivery Request Date Ordered Dealer Name cCf 0 t ZZI �"� UVYYZ -L�'1'\��r'C%��tt'�'��,'l�` Account# - ❑Warehouse Truck ❑Standard ' Address ❑ Factory Direct ❑Special Cust. P.O. ❑ Factory Pickup G}q ❑ Pick up at t Job Name �� ` I Ordered by (Delivery Area) Window Specifications: Interior Exterior Glazing: Grids: Bay/Bow Type: Size: Color: Color: ❑Clear ❑Colonial In-Glass ' O DH Angle: Flankers: Wall Depth: Veneer Vinyl ?Opening 'S-White 1 irWhite 'RCow-E ❑Colonial Wood O CSMT ❑ 10° ❑ 1'5" ❑4 9/16"(STD) Interior: ❑Wood ❑ Buck O Almond ❑Almond ❑Obscure (Snap-In) ❑ Center DH ❑30e O 1'9" Cl Other ❑Oak O TT ❑ Med. Bronze ❑•Dark Bronze ❑Special Temp. ❑Diamond In-Glass O Center PW ❑45e ❑2'0" ❑ Birch ❑Stock ❑ Pine• ❑ Med Bronze ❑ATG ❑Exterior ❑ Multi-point lock O 2'4" Sash Type: O Catalog Size ❑Oak ❑Other O Mechanical Ext Jamb: (#of tiles) 14,Welded .Frame: ❑ Receiver &'Fleplacement ❑4 9/16" Screens: Aluminum: Fiberglass: Specialty: ❑ 'J"Vinyl Nail Fin ❑6 9/16" ❑None 191'Half ❑Half COMMENTS_: Irroam-Filled ❑ "L"Vinyl Nail Fin ❑ Factory Applied ❑ Full ❑Full ProductOuantity . (Example CVDH 32 x 58 Obscure gla .o . C1� % Vinyl Patio Doors Colonial Qty. Size Style Grids Glazing Color ❑.Standard ❑ Low-E ❑ATG ❑ Beveled Hardware Prep 0 Wood Handle ❑Deadbolt ❑Brass Handle ❑Multi-point Locking System O White Powder Handle (includes custom polished brass handle) ❑Stainless Steel Wheels Customer Signature: The Town of Barnstable 9 � Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,.demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other, requirements. Type of Work: � � V 1�)q L— R&PL_ J7S Estimated Cost Address of Work: l�l�(�G �C�f &hlf Owner's Name: Q. Date of Application: I hereby certify that: Registration is.not required for the following reason(s): Work excluded by law oJob Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date u�Contractor N Registration No. 1 OR Date Owner's Name q:fbmis:Affidav Assessor's map and lot number .M-.190...L-228......... % �y, A KS ewage Permit number ............... ..... `...... °fT"ErQ� TOWN OF BARNSTABLE 11639- "A ` GUILDIHG INSPECTOR 'EC MPY w: APPLICATION FOR PERMIT TO ............................. C; ;mot r;. < - TYPEOF CONSTRUCTION W©od••f?<`amd............................................:............................................................. t:= June...9.........................19K. %iE INSPECTOR OF BUILDINGS: J I The undersigned hereby applies for a permit according to the following information: . Location Lot..6-Maddaket..bane. Gezxterville...(between..Qld..$tulp... ..Shoot flying. Hill) Proposed Use Single...faITIi2y..yea'...r..QL�Y�d...hme......... :....................................................... .......................... Zoning District .......................................................................Fire DistrictCeX�te 'ylle•-Ostel^ville ............................ Name of Owner ....J....:AlbJ x:t...13a.55.et:t....................Address ..LytAc>•JKI...U.4.P. ..South Yarmouth, Ma. Name of Builder ...Same.......................................................Address Nameof Architect .SaID.a.......:.......:............... ..........Address .................... ............................ ...:............................................... Number of Rooms ......five..................................................Foundation ......p.Qure.a:..GP.A.q '.eie................................ Exterior ...White...ceder....Shingl.e5:............................Roofing Aaphalt...e5•...eal...t.0-5......................................... Floors ..har-d..Itii'o.od/inldid..in..kit.....&...bath.interior dry..wal............................................................... Heating fouced-hot...water...hy....gas....................Plumbing ...I ..baths...(Pla Pl e)................... Fireplace in..living....roWll...(red.:br-ick)...............Approximate Cost 25.,.QQO............/. . �T ......... Definitive Plan Approved by Planning Board -----------____--_-----------19________: Area: ..Living..alrea.. �� O Diagram of Lot and Building with Dimensions seeattached p1ariS Fee '"�� ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby. agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. ............................................................. Bassett, J. Albert No .................19314 Permit for ....one story ................................ i S3.ngle family dwelling ............................................................................... Location ........Mad.d.a.ke.t...Lane............................ Center ille .................................... ......................................... Owner J. Albert Bassett ................................................................ Type of Construction ............frame.............................. ............................................................................... C y k77.1 Plot ....... Lot ..............#6 ..................... ............. June 21 77 Permit Granted .................. 19......................... Date of Inspection It,9 �7 0..1... ..7 ........; ..... Date Completed . ..............19.... PERMIT REFUSED ............... ................................................. 19 ............................................................................... ......................................................... ................. < ............................................................................... ............................................................................... 4z Approved ............................................. 19 . ............................................................................... .................. ............................................................ Y Assessor's map and lot number .:::::.?.Q.0...f. ::?ns?......:. ' d'S ' !/ �/w KS 6) ewagePermit number ......................................................... QOFTNETo�� TOWN OF BARNSTABLE row � O•w 1i EASHSTODLE, i "6 9. & BUILDING INSPECTOR �l MAY APPLICATION FOR PERMIT TOhome TYPE OF CONSTRUCTION t June ...... 7... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location n .n7 d Stprrp & Shoot i1-ying Fill.. ........ ....... ................... ... .. ..Proposed Use ci nil A fAmi'1 V ZiAr't!^„Y'�?iixlc ,bnlp.'................................................................................................ Zoning District ........................................................................Fire District,P,,? e-?X`�dA,le.-Qa t rvi.l. e . ............. ..................................... Name of Owner ....rT.:...A .h"ri" a.a 4(?t i'.....................Address t, TTn Kt,j, nP Soiith, Yarmouth. •8. ...... .................................................. Nameof Builder ..Same.......................................................Address .................................................................................... Nameof Architect .9p.m.0. ....Address.................................................. .................................................................................... Number of Rooms ......f . ► ..................................................Foundation ......ppiixed. conerete .. ......... .................................................. Exierior f-arlpr ahi»a1a! Roofing Rphfl'.,'.z,,Aeal tabs....................................... Floors Interior d1r'v,,i;,al. ................................................................ r .+.q (-n1 qctHeating rnl } r .....Plumbing [ Yinp .. . Fireplace' i.r;,,cr ,........ f 1+Ara hr•;.nk.�................Approximate Cost s„ nC3.............. .:..........................,.......... ............... ........................................................ f Definitive Plan Approved by Planning Board _______________________________19________. Area-1-P.........ItY ,„nP..area.. Diagram of Lot and Building with Dimensions Uj g g see attached plans Fee ......�.. ..�..:............................ SUBJECT TO APPROVAL OF BOARD OF HEALTH J I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ' Name ...�: . :-........................................................... Bassett, J. Albert A=190-278 19314 one story No ................. Permit for .................................... single family dwelling ............................................................................... locatior� ....Maddaket Lane .......................................................... Centerville ............................................................................... Owner J• Albert Bassett .................... .............................................. frame _t Type of Construction ......................:................ ................................................................................ Plot ........................ Lot ............#6................ Permit Granted ...............June...........2..... .........19 77 Date of Inspection ..................... ..........19 Date Completed .............19 PERMIT ................................ 19 ..... . ..� ....................... .. . ... .. . . .. .... . ��� ................................ . ............................................ ................................................................................ ................................................................................ Approved ................................................ 19 ............................................................................... ............................................................................... I 1�Ii WASHEc -SOIL L O G 2» Cg+�s+�E� 5-ra NE 9=•� S� (2NM�a• fi�u .4,C.1. 40 D I S T. �+ °=•c o 40L.00 . `lo BOXr °w 5 100 0 of VASNED 'STOU1rr- GAL. t.a>e91Z SEPTIC C p 'TANK �11� �T• ���� �i®�� r ���. 1 20' MINIMUM FOUNDATION SCALE : I 4' ELEVATION SKETCH PERC. RATE SCALE : 1" = 4' TEST BY. CZE r zey l e 0 6tA;r- TOWN INSPECTOR : Ao" BACKHOE OPERATOR :--!• otin -e.r €�.o.rY TEST MADE ON : _ �`�'�"�", ?, /<�'�p ) CC 1 V1 1° _ F+p ley r lava—c y'.a.rwr,�.9 �i�1.g dt.O^ r'AAh.w',os-o,�/ � �yG GviS�:Z LpGA�M.rL] iS`f� .ta✓V �GTt�d�G_ `/� Im L�7 of 4' IN OF A14,p a1� p 'Lj p ° RENWICK tiN B' o� JAMES `�c. CHAPrAAN N H. o WISWELL gl `fu � 92 9 M Q' � ¢�.�• Ae �td,vd 1 moo. oo 5'e ®'o APPROVED BY ROARD OF HEALTH c•`"o,. \ �� DATE -- 02 EX tST tn� cz E t_FvA�C t ohJ Q 'o?. 100 PRoPoSEo ELEv•. Z ELEVATION SCHEDULE Q PROPOSED SITE PLAN 1. INV. AT FOUNDATION _ 13•�Ja a SEWAGE SYSTEM' DESIGN 2. INV, INTO SEPTIC TANK _ 4:k3.40 3. I NV. OUT OF SEPTIC TANK Is.IS 4 INV. INTO DISrRIEIUTION ROA 2 .91 -- SCALE : 1" aVa Aln ?. 5 INV. OUi r)F DISTR18UTior4 8Ok C- 'r..Go 6 INV INTO LINES 92.11 CAPE COD SURVEY CON`�ULlANTS ROUTE 132 7 END OF LINES HYANNIS,MASS. A Ri1TTOM OF RFf, _ Q2.Ah f r .. qft T GtA58 GLAB9— G II i GLABs r'l eB5 _ GLABB GLASS a.xaa aoxlB A I aoxls EMERm II'5'h tt uxao 5'-914" '..0 GLASS TP �a BATH v`= I In SITTING EXISTING Q BEDROOM"2 = -- _ C�1 `9' - - MASTER AREA oT EXISTING DECK O 4 BATH e •_� SITTING I _ - ¢' AREA _ - UYt' -i O -MASTER O m ® BEDROOM O B•-0' Fi 0 �, 1— .-o �j - a -- • "1I'-044 _ _ �CFILMG LNE w /}gyp (� - r r V� R1 _ •_i_ -I 1 t .� EXIST. O T ..•. u7 EXISTING II w } DINING iV} BEDROOM-3 I4J p f�D llQ! 2XIO'B a 16"O.C. Aa4 _Q r O m m O O" ® a---.(.dBOVE)—'>. O h LANDING n ,� _ GLASs GLABB G_Aes _ �9' I _ - Aa4Xa0 xa0 NEW 9 _ (' i m _ _ Lt9 t n < xy LIVING r AREA - sroRAGE.y EXISTING EXISTING_ GLA69 q" ..1�4 .....ii BB KITCHEN GARAGE i,31t'�'iaz9'larxIIs 4cwsw} --- - ------------1•--- -aware) _ --- ..;• ._ - -__ --_-._........_._.. - "-- ---------- ----[___c.LT aOX15 aOXiS a4 T2 aDXi5 apXiS 0.-(A)PARALAM BEAT �'' �-(S)PARALAM BEAM -- - r P - & _. 5ts� q it' 5"nx 9t4 W 34'-0' 2 U '� a l... a (_- -- ---.-- __ 58_0 _ _.._......_......--- .9 >._ O NEW r __ _ _ pp,,a�.^yy //..ryry��'+± }p°�'� SECOND s /� }�E�pp�°°� ° - •„ p � •. EXISTING = n7 � MUDROOM x I y0/4ti`1!f'Lws w 7'`�h"P°°t•I - - Ul LIVING } J-'-------"— Q -. ® IQ �(C)PARALAM SEAH:-' ,>c> �; e<f �{•S V_ . y a Q GLABB NEW WALLS FL®O�. LAN f a6X19 A� e. S��/ (D)PARALAM BEAM I - _b•^CONCRETE WALL` ° (111.ARi\. _ O 'DAMP.PROOFING CSA I% e'._...... ...... >'o• ... _ - f �^}21:to Hr1•cscx X15TING WALLS M,K p IC ROVED. DECK tJ� -- - -- --' ----.------- ___ ,•` ,•- :•' ," 'a �d'.'POURED-GONG SLAB �iy (�q/pp✓y w/Yq{�msp�) FIRST FLOOR FLAN q,. . PROPOSED f'II�!/� 1 LOOvI� 1 L/'�N y .::..8 _ _ALLMG .. 1- � __________ __ ____ __ ____ . q� �' �`• o xn coNc xF 3 -- ---------------' --.__- — -...__ - I to New coNc WALLS ._ t 8 Y _ p T.. COMPACTED 4GRANULAR• �� G IF 1 L I . .__._,__.__________________. nn , ------------------------------------------ ' I : _ OfdA\ • EXST. CONC. WALLS / FOOTING - _ FOO I INN DETAILS AILS - \ • �/ �j A II CONCRETE E WALL LATERAL EXISTING IXI611NG UPLIFT - ANCHOR BOLT AND EXISTING DECK 58` " 3'K'XI/4"PLATE WASHER - . • -• - .' "� / � ..__ .. .t— .. �"� •I�:4Es--E5Cf6�7rfNfe��2)e�4-.:GIGT{aR10R•'�sPCEE'FU4tk // '� MAIN HOUSE SPACING ns ATING RE4 _ _ _ _ 2X6 PT PLATE SHEA. cR-SISTER NEW 2X6'.AT 16'O.C. / /® _— ' - � qgp i2h•f\ 6 5ivaicams,t ) ; / °pu .c;•'\w // MIN.a I �1 Exisr. 6. EJdSTING /.o e.A a" . +.. °1 t �� l UBATH x BASEMENT An.`e•n^`d•°. . e•n. DCISTING FOUNDATION WALL ,� - - - a > •° i b BEDROOM g EXISTING f = 5 Afo A•° °.p' .t - DINING - "b-I2"FROM ETD Q 7YP.NEW SIZED. EXISTING , COLUMN AND GARAGE •\A,epre cF.PLnTEs C - - EXISTING ✓ NEW 10'-10 NEW NEW 10'S" 'N EXISTING GARAGE --' '--KITCNEN ACCESS •/ \e�.'\, p'n�'J A• `pro ° EXISTING�'-5" EXISTING T-0" EXISTING 1'-O EXISTING 7-I"• 5'-6" ' / _ -- ....... ........_..., EXISTING '.. <. .. %" _ BEDROOM - - EXISTING EXISTING � CRAWL 4 / \--�-_---'�--"-`�/ 7- _ LIVING COVERED SPACE' / p I p^ ENTRY y r I YP. ANCHOR BOLT SI ACING ................................ TYP.5/e"ROD." AT 16"O.G. MIARMcKz_ IS KA. �,T, 1 EXISTING FIRST FLOOR PLAN - - -- EX<ISTING FOUNDAT16N FLAN �B JINAIEHG� BUILDER UOB ADDRESS • DESIGN /,7 �/,� n/ � �_, /�)�)f DATE REVISION DRAWN BY PAGE SCALE -f - C w(✓a�G��L J�0 �C' D f- � �1���✓ ll COW,)t �o l l�e� BROWN'RESIDENCE 'ADD UPPER FLOOR TO 06-20-13 k �P •�oF� v4"=1'0" 51 MADDA,KETT LANE EX15TING HOME. W N PURCHASE OF DRAW NGS LEAVER WRCHA� SER REBPON NB E FOR C01 PLI..YCE WITH ALL O)EXACT 9122 AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3)ALL FOOTINGS-ALL EXTEND BE FR02. ME VER:FT ENTER 1`'1LLE/ MA. LOCAL BUILDING CODER AND ORDINANCES, B DE IGNB MAY NOT B[HE.I.D Rmp-6¢LL MAST eL DETh MINED HT LOCAL.BOIL CONDITIONS A)ACA.LT 81.L (4:VI F2IFT 9TRI1C:i I1RAL MEML TB FOR DES GN.SIZE G 0I FOR BITE CONDITIONS OR FOR THE W.-OF THERE ORAY ties DURING CONSTRUCTION. FI34CTICEO OF CONSTRUCTION.VMI DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER Alm BUILDING OFFICIALS. !lL^�9T B4RN9TAar a MA.OA'na9 •_ i ya Yp cc C"lj t�. C'®f xA O w X CD }� zs, Y F 1 _ TYP RIM 2XI0 NEADFR ABOVE - — _ __ _ _ _ — -_ __ .- ..::........._._........_...... ...,.__._....._..._._._._..__...... ....._.._................. ............. I , _ _ I � T Ql r oI _ . I . Y —2X8's . .o 16"OG- µ , : I 2XIO'.m I6"O.C. I _ — �i it �ti�G• L � I � � � ;.W , TR 2XI2 RIDGE , , BEARING WALL BELO W TYP.HANGERB / TYP.HANGERS' BEARING N_G ALL_B ELO SIZED 91/ � ` S ��- 1_( i - -- 51ZED 1/2 PARALAM BEAM PARALAM BEAM --- s , k o o ?114 2Xa'e m IS"O.G. o i. 0, 4 - ca �,_...2x10'.0 16' O.c. -� me > hF0a l c �-BEARING WALL BELOW SIZIII 131/2'-�-- - - —PARALAM E1EAM [ILLL M SECOND FLOOR FRAMING LAN -- — ROOF FRAMING PLAN - OF ' � • � � - CU.TOH TOP RAIL \ - � _ • - ° .PACE BETWEEN GVI� . - ICE T WATER IS—NAILER MARK.- yG =i asron roE w;a 15•ASPHALT PAPER • ALuM W/RABUING TOP 02 NAILER NAILING 6TRP ASPHALT ROOFING U( DECKING NU FA I/.aell� oEan M�.Kf•� �•"`^'FA`_'° ` - DtU'° OC. '�!' TNRD:JGH 90LT rOi F_ACu POB - A - - _-_ • cp WixrN Two FIIN BRD. Bo rs , TYP.H2.5A TIER �._, . TYP.JOIST H4N B2S • f'OSf ANONOR I/2" .._.......1. - ..... ...._- —_ _....... ._.. ... _._. _ ...._.. .� TXB PT NAIL92 BOLTED 16 , EDGE _ fi � 1/2"WALLBOARD - ° • li d. wsu°LAG eoLrs 2a'o.c. A fG �v R38 INSUL. ® - e ?"? .. - D5"GUTTER �Ql /'/ ...jl IX3 STRAPPING 2X6's o 16' O.C, rz .... .. .. .. .. ....... t/2"WALLBOARD R21 INSULATION - - "'""'"• -- - 1•• - - :::.:; I F�S�ON l e�Ca 1/2"WALL SHEATHING --- �- ' BEDROOM"2 HOUSE WRAP OR EQUAL -12" ;..:.•',.,r,.., SIDING - ^ n< I� IXB FACIA- T� � � IX SOFFIT / 3/4"T/G PLY. NAILED d GLUED. _ NUFAC � m•• /4"VENT BED MLDG. '-- -- .•,,.. 0 �.....2XI0's m 16"D.C.'-:> E "2XI0.m 16 O.C. _> __ J ' oa•• - NOTCH FRIEZE SIZEDPARALAM ... ......_ ......... ..... '..-.. ...-- - ::.�,. ..,'. O RECEIVE SIDING, R38 INSUL. ! 102,5T 61if. I BEDROON•3 IX3 STRAPPING I NEW I r. .t-n�+/eL-�� \ EXTERIOR PECK DETAILS I/2"WALLBOARD I/2"WALLBOARD i {"YN�C.IP J - LIVING - ' - AREA : - 's o 16O.C. ----- 2X6 "O G SITTING - R21 INSULATION ---- AREA 1/2'WALL SHEATHING. 5 , HOUSE'WRAP OR EQUAL = `' - - 3/4' T/G PLY. ASPHALT ROOFING EXISTING ExIS71NG- - 1 SIDING NAILED e GLUED. - SIDING - 15•ASPHALT PAPER �14,2 - ....... _. .._... ......... .___. -_.... ...... ._ ..... �J 0 �—2XIO's o f6"O.C.�• —2XI0 s m 16 O.C.�- - ' w .._ - _ -I/2"SHEATHING ' PAD EXISTING KNEE WALL- 81ZED PARALAM ---- '- _ TIES V" OR ADD 2X6'B o 16".O.C. :.: _ fo§Y TAILS .. _ P.H2 5A T ..... ............._ . , . -TYVEK OR EQUAL --..-"...— DRIP EDGE i EXISTING EXISTING - pCIS71NG - - / ------ - -'— 1/2"SHEATHING j BASEMENT // LIVING DINING -- r�5"GUTTER w cl 19 f •' z t� / -EXISTING EXISTING __ l01 +� / .......... _ — --SHINGLE STARTER- \ 9X XSOF 7 1f P.a FACIA 2X6 PT SILL O �j j - - COARSE ✓ 'I ..2-I/4"EVENT �i� TYP.RIMS; Q af - -__. e` PAD EXISTING KNEE WALL e A'� ��— 1-3/4"BED MLDG. Y it'__:IY--ih p �« �J 2X6 P.T.81LL -CROSS ��++,, SECTION p OR ADD 2X6'.a 16"O.C. 9• m V�OaJaJ S�CTI®N ��� ` I� SILL REALER -NOTCH FRIEZE T A 2X • - °•°a `• - TO RECEIVE E SIDING. ° X8 P W . ^ .�G OPTIONAL 2-�'S ROD `I. _ W 1f1 EXISTING < • _ :._- x ( 16,O.C. TOP RING 2"CLEAR E- - /�'.. a9ASEMENT p•o 4 2-2Xa'e PTII 4 N 5/8"XI2"ANCHOR - ANGER / ... ... .. BOLTS. — i' M TYP. V_ n RfR5T FLOOR y CROSS SECTION (5) AV PDIe(Eao�� S1l� SILL DETAILS *1 EAVE DETAILS �` � HRAMING FLAN __ 1 - -- SdIUNAL Eaa F`+G�RMN.`3f7,05 �JZ'w'II�T s . BUILDER JOB ADDRESS DESIGN ti, s� _ -DATE. REVISION DRAWN BY PAGE. SCALE.BROWN RESIDENCERESIDENCE ADD UPPER FLOOR TO �^!�^�w�� 0 "���° °�£�� `�OCU lf ��� Oho-20-13 a JB • '�oF� 1/4"=1'0" ✓ a� ��� 51 MADDA#KETT LANE EXISTING HOME. ---- T T — W N PVRGNABE OF ORAWMG9 LEAVER PURCHASER REBPd S2lE FOR COMPLIANCE WITH ALL (!J EXACT SIZE TER IN M ISY LE AL OF ALL C ITIOHS E FOOTMGB f!2 ALL FOOTINliS.HALL EXTEND BELOW ESWT.INE VERIFY DEPTH. -_'` • • • •..• - -.r-.. ....-�_ CENTER V ILLET MA. N COCA BUI DMG CODER AND ORDINANCES•S DESIGNS MAY NOT BE HELD RESPONSIBLE MUBr 1 DE0 C NST BY LOCAL SOIL DESIGN ION.AND ACCEPTABLE (U WITW A L—INF ELEMENTS FOR DESIGN.SI1.F.. F o.eaxms (SOB)494-9534 0 FOR SITE CONDITION.OR FOR THE UBE OF THESE DRA"ENGB DURMG GONSTRVCTIGN. PRAOTICE9 OF CONSTRUCTION.VERIFY DESIGN WI-LOCAi. INFER. WITH LOCAL—INFER AND WILDING OFFICIALS. YTc81 BARNBTiiBLE fL1 OJ6NB. z t .:..!A C#� LL_ C) 1 n° ;,Q RIDGE VENT -I 2XI2 RIDGE _..__......_ ... � — J EXTEND HEADER WALL LENGTH.34-0° ,WALL LENGTH•JI'-3_ FULL HEIGHT SNEATWING•12'-=�' FULL WEIGHT SHEATHING._.5_Z' T KING STUD 2X8 RAFTERS o 16"O.C.. I ACTUAL SHEATHING° % I I ACTUAL SHEATHING• 7 ��- I/2"ROOF SHEATHING ---. 2XIO RAFTERS m I6"O.G. �, �-�� _Szt- `-° .,,,, ....._...:.. 1/2'ROOF SHEATHING -� - -�a° Min.Requlrad�'4._%I (Min.Requo-ed 34.%) - 15"ASPHALT PAPER RATIO= 15"ASPHALT PAPER "IASPHAL7 SHINGLES - - �- i !RATIO•_2,2@,. I ! ..... ....___ ...._....I \` ASPHALT SHINGLES EDGE NAILING°_6_0.C. EDGE NAILING O.O. L IELD NAILING._2Lp C^ I LFIELD NAILING J2-O C. 2XIO B C.J^m 16' O.C. — — — 34'-O . .. � R381NSUL. 12 IX3 STRAPPING > 1/2"WALLBOARD /. z-1 E �.; NAIL TOP PLATE , I/2"WALLBOARD MASTER 2X6'a o 16"O.G. _ - = _ �� I� I - •` TO HEADER WITH BATH R21 INSULATION :SHEAR 7: 841EAR .+ SHEAR :..SH AR NAIL SCWEDULE°" TWO ROWS OF 16d • o WALL WALL ':WALL WALL Sd COMMON i _ � . l I/2"WALL SHEATHING i- AT 3"O.O. NAILS AT 3"O.C. HOUSE WRAP OR EQUAL - _J 3/4"T/G PLY. SIDING R38 INSUL. I NAILED!GLUED. -<- 2Xio's o 12"O•C. �- O ... :::. .., .• - _ ....c T'Nuous II&s BEo LVL•°Box caoETx - ... ... fIl.irmtl 2.y5�/•8~ANCHOR BOLTS WIT 3:X3"PLATE WASHERS Fr- ...........: EXISTING KITCHEN EXISTINGNEW H �J3L - MUDROOM I - ................. I _. ._--..._ _ II !J SITTING _ Imo-. ` w•'i AREA EXISTING '� r�r{ r . 3/4"T/G PLY, - NAILED GLUED. EXISTING � ...... ........... .......__-.... . .... ........... _...... ......_-. .. ! - p o • ''11''/� ° n g �s _.. _- _ EYIS7ING. -SHEAR WALL Q j �4 GONG,SLAB _ :c_"_.. ". R30 INSUL.. EXISTING- � _ �4 :n ... � - / �.• FRONT ELEVATION -� GARAGE OPENING D)=TAIL BASEMENT / \\� MAR K 7_I a - - _ Y --— —- - ,I, — -- --- ----- - - % WALL LETIGI H= �" , _. r �` rWAI_L LENGTH -3° FULL HEIGHT SHEATHING=�Q' FULL HEIGHT SHEATHING-CROSS � - r' - Ll ACTUAL SHEATHING°�dIOW �J t:/ I' I®� �hACTUAL SHEATHING° r I .._@(Z% ',SHEAR.. .SHEAR I(Min.RegWred�"(_%) WALL .WALL WALL SHEAR "SHEAR SHERATIO,2-2;1 ( l - WALL 'WALL WALL .WALL RATIO= 275A EDGE NAILING. 6"O.C.) .. EDGE NAILING=�-O.C. - j - FIELD NAILING•J2'_O.G. - - 'FIELD NAILINCnJ2_O.C. . . I'. , :: _ �2 lei 9 4ui TT L__-_..- —.J - ISTI - „ TI 1 I, EX18TIN EXIST1NCs FLi LSIRIDGE VENT t� II I�rI I I 'S: . 2X8 RAFTERS m 16"O.C. �2X12 RIDGE II !�LI:_ ��I I - ----'---! - ..........-':,r .-:.:�:::.:._. ........ .I11.;!E- 1�IL ..... �_�IIT;��i��I�II. ., I/2"ROOF SHEATHING 12 2X8 RAFTERS m 16"O.C^ 11 '......_I_ _.... '',I Ilt�` - .. ... .., - __ _ L.. 15"ASPHALT.PAPER m a. I/2"ROOF,6NEATHING = ASPHALT SHINGLES \ �1 15»ASPHALT PAPER ... - r....l..... B 12 i ASPHALT SHINGLES ------: _.__..._ .._ ._� 2X10'e G m.16 O.C.- .. - '. _.. SHEAR WALL 2XIO RAFTERS , R38 INSUL. .._ J I- - I/2' ROOFS EATNING IX3 STRAPPING ----_. ,. _, WALL LENGTH•5H'A , _ _ _- -NEW I FULL HEIGHT SHEATHING•.3, , �F HEAP, ' /� WALL q �.JP-T�f�4� Wh4LL . 15»A6PHAL PAPER `! I/Z"WALLBOARD 1 LEFT ELEVATION ION - ACTUAL SWEATHINC-__62-�, _ MASTER = I/2' WALLBOARD' - ASPHAL7 HINGLE6 BEDROOM 2X6's o 16"O_C. ° -fir - ,.. ` (Min.Requlred_3,�%) I - - 12 - - R71 INSULATION OR RATIO" EDGE NAILING=-�O.C. ELEVATIONRIGHT _- I2 - 1/2"WALL SHEATHING "r - 'FIELD NAILING•J2_.o.c. T - :. 3/4'T/G PLY, HOUSE WRAP OR EQUAL L_—_—-—_ __.._ .............._.....__.__--------.__..__....--------._._...._..___.__......_.....................__......_...._._........__---- NAILED<GLUED. SIDING - _ - - 0 .. i .. R30 INSUL. 2XI0'e o 16 O.C. ..r' I .. ��I I� - .-. - I SHEAR 1. .SHEAR SHEAR ".. IX3 STRAPPING I., - - _�. WALL _WALL �_, tWALL �',. WALL �� .WALL SWEAR SHEAR SNEA 5/8"F.G..WALLBOARD - L- f "I - I - . GARAGE EXISTING 'i I I —_ SHEAR L ALL ' // i 1, �I :II I,; liEXISTINGISTI '�Ill`� REAR ELEVATION / % .:. NG _ - ,� €!II ... _ .....' ...._ __ . � �I•� O�A __� CTI .... __ _CRO S �� ON CL7 - BUILDER -JOB ADDRESS DESIGN //��J �� DATE REVISION DRAWN BY PAGE SCALE c -` (!J( CJ �fi=�I(�/%0 ll � ll V �?��Ir- �oF� I/4:,1:�11 �J na. a B�20U1N RESIDENCE ADD UPPER FLOOR TO � � � J � � _ = Of-20-13 � JB 51 MADDAKETT LANE EXISTING HOME, E. I L�W—i� DEB AND ORDINANCES. B DEBIGNg81BLE OR C-0MP ANGE WTH ALL R>J AGi SIIF.AND REINFORG4 FM OF f.ONCRt�E FOOTIN S 3J ALL.FOO MGB 9HA 1 Ex ENp BE OW FR09R ME vERIF DEP H. -- � " ° — iL (U PURCN49E OF DRAWINGS LEAVE6 pURONABER RE9P011� _- r F14Y NOT BE HELD RESPONSIBLE SI KZT Be 0Ef INm BY LOCAL BOIL CONDITION5 ACCE PTABLE EPTABLE r4J V r721FT'BTRUGTUR6L EIEMENrB FOR DESIGN. ZE P.O.M J89 3pB)494-95.94 — CENTERY ILLE, MA. 0I FOR 9 E CONORIONS OR FOR THE 115E OF TNEBE DRAp:NGB DURING CONBTRUGTION. PRAOTIGEB OF CANBIRUOT ON.V FY DESIGN W H LODA EN6 M Wn LOCAL ENGMCER AND BOIL ING O FiCIA B. F9t G y µ9Tpg p ryq Ogg rt # LL- h C> riJ "i i~' f 4 S } ft t f N N W N AAA pG)A pAAA E Z Z (\, E EE EE ���� ;�;-n-p mD TT G1 T' z- ID370 zD EE0' 8 O 00 b O D b bD D D D DrF o OQ m O �c �IDC m OQ 3 ; Z D z ➢ m DE2wz,F FFzr D OOOCmX XFXO -Z zA O 3-a zzQ Umtitm .6 mmmQ A AmT zD -6mT mzzz mLrrmxO Omm O➢-tm rOCr'-{ poFi- OOODc_c._ p0 -0@03ID@ llnic m.D 5--u p -0 pDQ .... mmm AO m A00 -et Dr mi IInn OX xm i0-O�r O-� ID�O�mAIDO�A z�roFmzDmfR ccwzytri,r- AA AA-pcTcmcA 0000 DC1 ODZ P3 f06D z„ mr nwT O O < A °O, TDFr D rr m Oc D=� m mID 3 :z D..y.Z= zz Tn,nm�'0 Al 991W, A �N Dm m� m Sm m m r u IDG T U U AA A- X-U DDD r--pp myrS mD }}�t�O�OD ,nyZcNpDsm-Diz3A DOi O�mmD ➢���yXD�Dm OIDO O - (iT,5 O O L� A mmrt{ i0 nn-.Q rz �pc�c"o- ptl -aTm D m 4XE 7rDD A A3 DD mAZzi D3 AZZiD Em�mID rTi-tnAA01 '-9mm-�pw3 -OD mQmDm= bA DDA_AA_i'-ii tT-D°� E33 a�O� m�ZD Cfli t3G rE_O(1 T O p, yiA�-bm-OA !-¶i-�Lz m-DSO AD Zr DzCDDZrCOD-D'0 to�1 DA Z� �Z r R eCC�tEO L- 2 A mrti G�Am i m� cD n : c Zz3Dy D: DGi OZD IDO-' crG� u,D L�ymfi mD 0`O D �0, m LDIDT-� �roDA L=LZz-z$EOZ w61N"�A EQ 3 n0'I D r' g°� Dt't��Z mO�ZrF4�mcO OFr4)m6rxr'i AAxm'0 iA3E°mZm''_OPryF(nZ Dmz IZF.UZ-1 G�ADA� i38 ©©P 3; b -,u ym" Lm' A� cn O 3{ RA( ZZ; Az�m E Fm'DUj4)O� z-m,�-m6«-gym Dz mm DYQzO Dz� cZZzO D41 E NZDG, zZ0 rZ r C-'. �; 'yJ[ min (P f�± Omz S,�m r r F z3S4)�rm D' Q y�E A m c O((OO'OOO((11111°m� : n8 O; O 'O zL- Oi(nl(Dim (binm-ii G�yc�D wp�D NFOEO F(mi= ��Z�A°EAZD N�ZD D=j ON ycm3 -Zi-ZiAm-m1 O� 'z Z, A Z`�O, __' z mizm�. DO r�ZpC: OT3=mm, Dmm, T F�,oO' D��irrD-(DICr CP O' r mn�z U, mm°mz� 3hOzSQ A: Rm, mttl ➢±� D �c C1 ! zm� m my� zm; m � -mp m myi� Dm yil nmZC O; r0; za OD min Nzr=Lm Gz) z zm DAr=A U1 DC oOZ �Q 1: z = O A�' N O 0 40� - �Z� N 8 =m0 mT=OI mOo01 m0� (J3z3��� w ._� {�r m: ONE �E Q�(D1 rT3A zAOr Oz A 0 -(. E DO. m0 �0; mzA z m3m O�� z W A ROT-z -t��jl �� m0� E N O m gz�� O mz- oe°m-' � wc' (mtz"ims� �g-a� DODm,°A p") my; �D R Z ZI Q C3 z; °z; A; 5. Sca; -1otra�,� R�,.mD: D; �'D°Y a, mIDz; mPm o�Zm c; r m o A�' D' Da m O Snc A A z' r: mmm. D' z� �: 'o; r; 0' A; �� O� ooO� ;nl O p m c A' A E z' E; zl zz� D, D: z: Dm.. �n �n -p O m (1 z i D_� yip m, Z' O A A m A m i ()7 A; wf`n� T O G� po ®' �:. -min �� z4 A D m' y O m Z O Z L 0 f D; TDD E'7-A D' D a'T ➢yDbO; ZD !4:4 ADQ:1 DDD=y D a¶ = -F D m: �IDID D€gym a _ �IDmmID �mmD�a°' mm�� om1> p ac ����c IDID L 4 L G �mmG G L SG G L JG >m O m� tpmm mm m m Im .,mmmmm: ..{-itm mm m' �m Fit mzmm FNO Fn m �w L=-c0 mFn .1.000 mAAmm m�s� a,mmmm z O OAS. m� D me �: m A, m z�, m m➢ �u+ DDb mm m. 2 - m L y a n or m m0000 nt° L°� °zzz eoo, o D rZ O1 00O @. m A W� 33; Z n @ R D@�DID ,tr.mm E m ° z I7( m m b z m z m n m z m'n m z N u l = S' Itt m i m � M m ➢ T°zI A -Dig � Z m Ul Z' G �: z D A= zz R�mt D� 7a1 N M D z� A O . m X Q O �,-m i rc ymr c � Wy3fD 'l m OpI z �I 'w, z ' ^m N Z a A I l,^Z° ^zpI m ��. av fnFn x Z n f? E� 'gyp uu� _ �� O:n �A 3 O • � (' III�\!'� II��` III,\ _j I 1 m t- z m }O � . A w —Z m m �y pAptt�7 AA=m - nmPCmOnI�DOOmm A A t�i00m�0.��0~��tmmO tart O O i - 3n3ZAP�G73��jtl y Ott / ZOAO to��DwD OD .D D - D °ID= EE rr�r4A� iX mTZ Y D DZoOAATAAOID 4 { X r _ yj 0A� i m _ - z i m - O. r m- m ° , b m _I t�tt m, A�y mr crpzTm�mAm �w 1 p r f rap. AyA°Dom m A 6r m°onom_ - Atta Rn 4 4°m-�A T, l`IN. / o X f /' _ - �.� m J mm mT = m ffm '� �Ex im _ � .-- - _ a w ADa mFF � Et°r c� a V. ID a =Q I O m mb_m Wm m0 3 z IZ ' > O L�z 3 A _@ m © (m(•t� 'e _ _ ._ 'r�s.__ '>°�� -_ z/o D .Ja z D �j' SS 6 � III - ®p,L�'+ UN E m�T I � p � �I _ _ ~ / 3rTT-/ �.wersre L rr, J% Y:.I.1l1.17 � . _ Z° } �.` .' O OZ Z� U o J z o iV �Am y� DD3D �° 'K®)•Y 1 1,. ;,.I t t �•• - 'I M .� pm m =z. AID qX / -Y� DA tvn m ZI '� o`o �o� �•em zA� D''D . m� A SO .IZ O Qell, D D °o ° 3�.` z< ZCA x3 m0 im -) Z IOIDm T E mmO mDD M� G j en pad bzg nD� yE o nm.R �'IcJ 0 0 t �E a S y mul U m m r r O i= ZZ ,,A 2 E iNN m i r- r 9 X tD�??!x X XIX X X XiX t ° O1 o it O N:0 N 6):S A A AIA Ta " .. =>m N Iy€ m Ul ymy n W Z E D, E A IDmOrmL9� T imp E Am A ° A LOn no Q 4 D2o D m{� °p O coaOPRa ao� 3n p Y s m Z , .y 1 �A O izv �; €€OEL`.E4)AA D �. m < N rD 10) 6' Ut AI j t='� m A TOmm 31Z ?Dw DDD �t e � w m ID� c�Om 6'E�G� ID m'�� ° m . W pl- W ID.t� m �r r = wmr m py O.y. A m i n = 3wn� �IN mnm$m�� m Bmyyi xcD D cr F� z E I m n m >"'nA m m $424 zam D "oom om° o��. 1 I- m o ? �.D �m�n gjDID m°2A2mDE�a° A i P�T.oFv 3 °n.z, z An m z arb �( FA. A ib, i I I v y z °nm n L��bmiz � gFo,r- pp on°A6 �ff9 L D - u @itP'N AW W.N -I i (� o00Z RA4A n AID3-Ip-Di DD(y` � O `; UI N tti s!� ro °im o A Ni �� iGl AxP I c m omxmm D °�A$nm n�y a z D m A 'R O 3 0 z 0 m z O iFitAA�A°n €o��-� D N n=Tu ��~ �axe° `� - . - -g�� � D D ➢00 m-��Om"Q � �, �$I �� I If �c� O �m �. vP�'Vm 'L I I j m" m m•oo � " 5� �' `I I i �\. �'m �' � ID �� e e I •�'� np n. pp�� a mOro 'm pt. A! .o I zS3I RLE 00. ff ff affa SQs;�ap aQP Iff �3m. -- a as b m $ b bog 4 o,vY'j wu' �x, lJ 'a as sewppm a•bb aaa, s0 ' N In ..➢ oQ°.P•I _ - __- -1 ! as a I _ aaff Caaa aa� aal � �A mT� m (jj a e m_m s ap Q1 maa 8 ' ��y\�,[ d�F m m II I I 8 � c� u� c� c� 8� vti-o-g� x W I� .D i �e'o° I X� �.I I g;,� m y mm mmm 'm. m m mmm ! x� `� ooZi ix 0 w o r y mDm i�t 1 Pu b^c p! a s s<o I ���gomZkS z o.oXz'°F - - = r - mmm�,�°w °°I €` ` •y, it ul it it 7% I i - V' 4ltlisda -� «i17 .,lh lllr`y,I f ' : I-{S! ,a..I�P i�I Y-�'!.•;��1 '�F'i�{:I�I{h I�'�I'`tl'I��I11��,!!l,�s�� .�' ���}`y,5f_��1 ff� N ' c cn r.s L LL— c s e `J 2 1 = -son ■■■ ■e■ ■ ■ llli�villil I lllaw son _ So 'I --_ � r= -11011 IIIIIIIII Illllll e I', lil � I�I I�I I�I I•) ICI �— -- IN _-- „_ — I,IIIII O�__-----IIIIIIIIIIIIIIII� �� ��, ;� - SMOKE DETECTORS ■ Rt NG DEPT. DATE FIRE DEPARTMENT MATE ■■■I ® ■■■ Will ■■■ L■I ■1 — e e�■ 0 HN 0 I�■ ■ �■lU - �� IIIII � �IIIIII,IIIII l;I...IIIII�IIIIIIIIill�llllllllllllO �, �,�If �•�� �• a u_I .II _ - . -- _ ..- .DESIGN = OMEE@I�NS. 001I .: ®��� .. - --TABLE -- LUI I. - I y • . 1 X _ . N m �IQ. - —►1 TYP.4X6 POST Io °a m I. O n : A R l z m s , 1 V -----••- - 0 2XIo's o Ir. O.C. (ABOVE m„ .. 2XI0's o 16"O.C. - N 3 t`(ABOVE)--" STAIRS O` m m � � <Q N �. Z b mi.. X p � � z � c • b =h -tt ul r ?MD � m o f- (p A "- O ,. Q P - _ < STAIR9 DOWN 3 mm N Ic z b .n ` D I A Z m - IAI c r yy 2XIO'.o I&"O_C. m 5 n �� 3 , (ABOVE)—► - yy m 2XIO's o 16"O.C. - (ABOVE). N ® z -I 3,-0" B nz -wit ............. .... XI d p o z X m r . Z m Z b hRI mtiN ID z i 0 E 2XIOb o 12"O.C. ..0 3 _ �--(ABOVE)--►. - 1p NOTE Z _ z - I r: : , m r mo O 0 t .` " 03 P i im - A o A (� x -f E N v „ .. - m F. y� '� O z C GLAS 6-S A p z I((� .. Y o C ]yW15. M. ENGINEL3Ym Ti8UB8E8 ABOVE 3 0 W p A. G MGN z.Z V� C , , o.4> i .d >A t I+r -Or P ul m a o m o j" A z STA RS LOWN b ^ O m w �n O NnzIn 6 o CQ� o2C o _ in nA DAIE Z •� V PZ 771I ' A �.Z A g° v U m r . fDl E U 0I'. - J -naalNG V� (. U3 moF a ('� .. F' •.�,• AA•• " g'_3'I 3, I, L -"na Im N r t0 @'-9n 2-40 ., E< N , I"IT I(` N N] ° ° '-e°•"•ee_ e• -e° " 00 - ENGINEETd® UBBEB A VE D.C x° z - m •' It 2W pp tt1 n i F W Z It-o i t 0 171 .e m 4 ul m< ez I k 4. ;2XIO CJ 0160 ® _ 0 O ]a c s• m-2X10 C-J--a D",•; A O r _e a lCa•�°® 1j' V, �'I '� " I N -_{ I X t I , O \� z °.o •_ono..-"..n,•. . ® 'I�. _ t i ]<x] ]axY! O 5 - -e m Ir• 24'-0" .. TYP.RIM - '._IC uEADER ABOVE .. . ODOR BELOW - r •. O �—2X10'.m 16"O.C..--� 6. a 8 �1fp m 2XI2 RIDGE , A G WALL BELOW -BE AR m TYP.HANGERS F TYP.HANGERS O ✓':- 1 -- BEARING WALL BELOW N SIZED 91/2" SIZED 91/2" W - PARALAM BEAM PARALAM,BEAM - ' U' m P9. 2X8's m fr."O.C" X 0 . If J J e �0_ " e I6 OC- _ _ Al 2XI0 - _ r_ __ rye' BEARING WALL BELOW —SIZED 91/2" F FT - 2X10'a m I6"O.C" SECOND FLOOR FRAMING FLAN ROOF FRAMING PLAN - - -- - - - - - - . _as TOPR� ... - SIDING - - - - - __ - ,___ .. ' ... '. ..• •x. - Q SPACE BETWEEN � .. .. _ _. ICE I wA ER.eEUIND NAILER. .. ASPHALT ROOFING 1] - 2 - NAILMG STRIP • - T WIX DEC._F'OF NAILER = ATOM TOP RAIL 15•ASPHALT PAPER GGES ER j _ NU A�Q�� _ -' .- .. - - TUROW.BOLr ro EAcu Pos _ 1/2"SHEATHING NU �] ]XB'e Ib•O.C. wTIN Two I.,DIAM.BOLTS. - - - - - H2.5A TIES . - - TYP. E - - - TRIM BRD. - - '1,• ,TP.JOkST HANGERS -TA— PT - _ ixB NAILER BOLTED - DRIP'EDGE - . .. - T.•1L'. W-3J4•LAG BOLTb]4.O.C." _ - _ . . R38 INSUL. 1/2"WALLBOARD GRADE - IX3 STRAPPING 2X6's m.16"O.G. ..- _._,,,._.__. : - ._.v-� _ __ _.— _:,: -�.��__' •�LLl'• _ - _ _ _ _. _. _. _... a R21 INSULATION. :.• :.•' •..-'.r•..-a.'tr•.r•.:•..••..••..;'p �, • I/2' WALLBOARD ° ;...::.:..:..:..:'•.:..::•:: - - " 1/2""WALL SHEATHING _ '�•Q'. m n �'. HOUSE WRAPOR EQUALIXB FACIA •2 _ BEDROOM ' _ SIDING � , qT� -. - • :..:•� 1� GES _ •A,( •3 IX SOFFIT. _ .. '•L_______. /4" / Y. - - 'J. 2-I/4"VENT . -3 T G FLY. .. NU1—C�b W• •_� NAILED t GLUED. _ �. ." •. -•?•: •.•. '•'(Q I-3/4"BED MLDG.- - O e—2XI0's m 16"O.C. �--2XI0's m 16"O.G. '•m - "- NOT FRIEZE O RECEIVE - — .'. SIZED PARALAM —' .:• •.'••'. ':.-.:.:.•`r _.-. .__._.._. - R38 IN5UL. . - - - BEDROON•3' •• ECEI E'SIDING T _ NEW - -IX3 STRAPPING EXTERIOR DECK DETAILS" _ - - I/2"WALLBOARD I/2"WALLBOARD - - LIVING :. - 2X6's®16"O.G. AREA - .. -_: .0 m-. •. SITTING., - - R21 INSULATION AREA r- v I/2"WALL SHEATHING HOUSE WRAP"OR EQUAL 3/4".T/G PLY. �Y. - - SIDING NAILED t GLUED. - - ASPHALT ROOFING EXISTING - EXISTING - -_ SIDING - AIS•ASPHALT PAPER - - _ ` O r 2X10'.'m i6"O.C.—� �--2XIOa a I6 _____________ 1/2"SHEATHING. EAv 'PAD EXISTING KNEE WALL - - - #2DETAILS t - 1 SIZED PARALAM - TYP.H2.5A TIES EAVE DE I AILS - �, OR ADD 2X6'e®16"O.C. � - ' � - ' - t; D EXISTING EXISTING EXISTING TYVEK OR EQUAL RIP,EDGE _ _ ___ _ _ _ BASEMENT • ` > LIVING - - - DINING I H 5"GUTTER TYP.HANGERS w /2"SHEATHING II " .. .. ... ... ,. FACIA' I s a U 3 _ IXS F ''•'�' �'• 'e :'=r. EXISTING - EXISTING .SHINGLE STARTER IX SOFFIT' - _ 'G .�TYP.2X6 PT SILL 2-I 4'VENT � :!]I - - Q m ARSE I- -7YP.-RIM 1 PAD.EXISTING KNEE WALL ,�'<11.• 1-3/4'BED MLDG.. _ 9 2X6 P.T.SILL NOTCH FRIEZE - - - 0- .OR ADD 2X6'.m 16"O.G. SILL SEALER. TO RECEIVE SIDING- - c 2X0'e PT W CROSS SECTION (A) 2XB PT EXISTING 0• ___-------- BASEMENT a I6F 10.G11 - ' OPTIONAL 2•5 ROD ' o- TOP RING 2'CLEAR I - Q 2-2, PT In ' °� •° ANCHOR TYP.HANGER ' BOLTS - - FIRST FLOOR SILL EAv FRAMING PLAN CROSS SECTION (5) #I SILL DETAILS #1 EAVE DETAILS BUILDER JOB ADDRESS DE51GN - DATE REVISION DRAWN BY PAGE SCALE f/ /�/� f�J Q //� f ���o N/�)�!!�U U� � � 1/V�o l��U 0 06-20-13 # J8 • oF va,l,o BROIUN RESIDENCE ADD UPPE IR FLOOR TO - ' • 51 MADDAKETT LANE - EXISTING HOME, W III PURCHASE OF DRAWNG5"LEAVES PURCHASER RE5PON510LE FOR—11L1ANCE IT"ALL -lL EXACT SIZE AND REINFORCEI•IENT OF A"CONCRETE FOOTINGS 13J ALL FOOTINGS.HALL EXTEND BELOWIFY FRC5TLINE vER DEPTH. F LOCAL BUILD—CODES AND ORDINANCES.JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BT LOCAL SOIL CONDITIONS AND ACCEPTABLE (NJ VERIFY STRUCTURAL ELEMENTS FOR DESIGN.SIZE P.D.BOX 783• �jCQBJV 494�9J�- CENTER V ILLE, MA. z I FOR SITE CONDITIONS OR FOR THE USE OF TNESE DRAWINGS CURING—..TRUCTION. PRACTICES OF CONSTRUCTION.VERffY DESIGN WTH LOCAL ENGINEER. WTH LOCAL ENGINEER AND EN11LD NG OFFICIALS. UEa1 BARWTAB p Md.OZ6lB J 1 RIDGE VENT _ 2XI2 RIDGE rWALL LENGTH.-A' - �`- -, r_— --- —.--, EXTEND HEADER gam' WALL LENGTH•!L-.2_ i0 KING STUD I FULL-HEIGHT SHEATHING'.]T-4' (FULL HEIGHT SHEATHING. r�2'-_I _ 2X8 RAFTERS m 16"O-C. m n ACTUAL 5HEATHING•_B�% ACTUAL SHEATHING• a5_% 2XIO RAFTERS 16"O.C. I/2"ROOF SHEATHING A a 4. T � ulred %)„ lMIn.Requlred�") (Min. Q • I I I/2 ROOF SHEATHING IS ASPHALT PAPER RATIO' - - 15•ASPHALT PAPER - ASPHALT SHINGLES I EDGE NA�LNG• 6"O.GE I- I EDGE NA�LNG•1R_O.C. -I ASPHALT SHINGLES •FIELD NAILING.�_O C: I 'FIELD-NAILINGFJ2'_O.C. - L.—_______ --_J 34'-0" 1---_-------_ 2XIO'9 G.J.m 16"O.C. - R38 INSUL. tv IX3 STRAPPING I/1"WALLBOARD NAIL.TOP PLATE n 1/2"WALLBOARD MASTER - 2X6's m 16"O.C. _ ®� _ ATH R21 INSULATION S SHEAR SHEA¢,r SHEAR.: .SHEAR - TO HEADER WITH, D NAIL SCHEDULE .' �' 'TWO ROWS OF 16d,'' B 1/2"WALL SHEATHING - :WALL _( ::.WALL WALL : WALL ad COMMON NAILS AT 3 O.G. r HOUSE WRAP OR EQUAL « : - AT O G 3/4"T/G PLY. SIDING ' R38 INSUL- 5 2'h 5 3$ b ISS - 5`81'i IY-2y5" 12'-Sh" NAILED A GLUED. _ i--2XI0'9 m 12"O.C. y - Q - CONTINUOW 91q'919ED LVL1 BOX EADER lug 2 5/e"ANCHOR BOLTS WITH 3"X3„PLATE WASHERS EXISTING 2'-Bl5 2-514 9. NEW KITCHEN EXISTING - ' MUDROOM SITTING 3/4".T/G PLY. AREA ` EXISTING � d r NAILED 4 GLUED- �. %. n o o v.. o _ EXISTING EXISTING S R301N5UL._ SHEAR WALL- 1 ,. " n. . o•.•: a. a . " - 4"CONC.SLAB _ EXISTING FRONT ELEVATION - - -- GARAGE OPENING DETAILS - - BASEMENT n -ExTEND - '-3" T S 26'-0" - -. .WALL LENGTH-Il-3 LL LENG 76 0 , ..:..:... . , FULL HEIGHT SHEATHING-12'-a FULL'HEIGHT SHEATHING- " ... .:.....;.. .::':. I- " „ „ -9L-� ..:. . .. .i .. ,ACTUAL SHEATHING•(`�% . CROSS 5+ /^ ll .. r_ _ - _ -- ,AGTUALSHEATHING.��%. :.:.SHEAR.-r'i:`' .SHEAR. .;.:$HEAR' % . -l./ OVV S CTION CCl SHEA "SHEAR'. I (MIn.RequlredSxL) I: R E - I (MIn.Requl ed�%) I 1LALL ' WALL : :WALL . SHEAR''' SHEAR, RATIO. -'WALL-: WALL .WALL - .WALL •RATIO=_2.25_ �`�- EDGE NAILING, 6-O.C. • ... ,. .. .r ........:... .. EDGE NAILING• O.C. I. . - 2'-1 - !-. 9,-4,h":' �-.. FELD NAILING: 12°O.C. . 'FIELD NAILING--if-O.C. f<. h .L_______—_—___- - XISTIN CO '- EXISTING ; - RIDGE VENT 2XI2 RIDGE } _ - 2X8.RAFTERS,m I6"O.C. _ - . I&ROOF SHEATHING'".- _ :-,. :. 13 '- � '� 2XB RAFTERS m 16"O.C. _ --._--.- _ 1/2"ROOF SHEATHING I5•ASPHALT PAPER Q4. - - _ ASPHALT SHINGLES I5•ASPHALT PAPER - . - ASPHALT SHINGLES 2X10's C.J.m I6"O:C- -2XI0 RAFTERS 16 O.C: \ I R3B SIN5ULP.-P IN - _ _- SHEAR WALL WALL GTH• -Q SHEAR W. ALLL� 1/2'ROOFS EATHING TRAG NEW - t I FULL HEIGHT SHEATHING.�q"I_ - - - IS•ASPHAL PAPER 1/2"WALLBOARD LE>-T -ELEVATION ACTUAL SHEATHING._% - _ _ _ - ' MASTER : 1/2"WALLBOARDSRIGHT ELEVATION _ ASPHALT HINGLES BEDROOM 2X6'9 m 16"O.C. -Ar - - I RATIO. R21 INSULATION, m - �' - , «. 4 �. �� EDGE NAILING.c,• O:C. `�I-. - - -. - .r • ._. �O nD. - .. .- I/2'WALL.SHEATHING r ': L-FIELD NAILING'•_I2=0:C.. . �- 3/4"T/G PLY. - HOUSE WRAP OR EQUAL --=---------J-''- 56'-0" . NAILED 4 GLUED. 'SIDING - - - ' - o - R30 INSUL. 2XIOe I6'O-C. • _ "SHEAR:'.:'. •SHEAR- fl9 -`SHEARSHEAR -:SHEAR ' _ ..`WALL '.- -WALL .WALL WALL :.-.WALL 1UALL - IX3 STRAPPING - a 5/8' F.C.WALLBOARD - - - - - - - T-I"' "'.6'-IOb'.:.C.• .8-4Vi".::.....-' .T-9'4". -.'�4'-4Vi".;. .•'.5'-4'h". � '.'�_�":`.'r..;r,:, ..EXISTING - - - GARAGE. - - EXISTING _ DECK - • El Ell 113 SHEAR WALL EXISTING FED ELEVATION CROSS SECTION CDC BUILDER -JOB ADDRESS DESIGN - DATE REVISION DRAWN BY PAGE BROWN RESIDENCE ADD UPPER FLOOR TO . C..%l:✓.1�.%O L/�0 U� G� ���-,7U V�OI%,� 0�0-20-}3 # ...JB -_4-OF I/4"•�,-0" Jam. -D�sic�ns. . 51 .MADDAKETT LANE EXISTING HOME, W (1)FVRCH-E GF DRAWIN69 LEAVES PURCH49ER RE9PCNSOLE FOR COMPLIANCE WITH ALL n)ExACT.OIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 0j ALL FOOTINGB 8NALL E-END BELOW FROSTLINE vERIPY DEPTH. I, LOCAL BUILDING--AND ORDINANCES,M DE91GN9 MAY NOT BE HELD RE51FON91BLE MU5i Be DETERMINED BY LOCAL SOIL CONDITION5 AND ACCEPTABLE !4J VERIFY STRUCTURAL ELEMENTS FOR DESIGN•912E P.O.BOX�B9' CENTERV ILLE, MA. () FOR SITE CONDITIONS OR FOR THE USE 01 THERE DRAWINGS DURING OANSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LCCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. UE9IBARNS)AB E A'O"._ (506J 494-9334 Y � r'-..g 1;:, r N , 4 v.: _ _ • I N — W N �. AAA LEp. A �AA� E I 'i S z p�^, r, zz r ,� LN E EE E mrrm 000 Aym IMM D y. Q. 0 O- O :O m Dm yy "yE rrrr 3 3�3Tp-" •Nb am t.31 zm�m3A zb EEO" . .z D z .D '�..r " D r y o 00 D J. 1D t— wZ O mail o= = o �� zz(l 000 wmG` NOOO ` r ! m G`E mZr x r zr X.utXrX Z 3-PF� , -ONFnm mNmrp AF Awm mzD Awr mz3� wLz Nx0 f' Omw-a OD-(m�rrOOF-1 FoOFr oRoog-=- 00 �m mm n nnic mb 600zo m� oap tin==1nrc A OANN,r AOOA31 D° mx��m0 X m�8m0=p� Oar=�m�D�m�AO�A z-U'Ormz Dj m y;2 Dml- AAAw T3-03m 3AO D C.O�O-i= zz DZ .y3 DZZ zA'D Ar QT� D D DDD-U'ODAm-Di�0'Om DOIfAl�Omy Zc r DOm DZ3Az'OOp=TO��O AAI�(lA"Xm3Dm�O m OA °A OOm LAN xx 'AO O =mA N mm~min=O A70 r2 .)>, yO.- On 'emm D m„AA7cDym-AAA? 00 mAZZLD3 AZX j D Emrrmmmr A y�mtlDz""m�o W ���D�wO -(ND�y ���DA yArrr 3 D3n UTo�I I��z� RG\ mND,r EOi D NO E m Z2A ti-D mU;(!Ay-DiZ Z yn DDZr p4n DD$r DCDA �'y Zr Drmn DA n Dnn x EO'A "ll AO mmDDAb mmE 0'1f Q0L N D O CCCr: D1-"1nni00� r- D'�z3 Am OPz�NC m_.O�zw.a 44�`m m�mUA--LimU E3Z3EO mmti Lm r�m E °DmZ ziz�C1=CA DALE . L�!BB�np� 3� DO -1 =i C: Or mN (Nj, D AAA Alp 6 Z cEo "�. DC NO�P ' -:G\.CL\ r r=F 33ZZ m D' FZ O Off"'."Ex, A=1 nm D c r0: mm E rzAA�Gab- Z wm DZm NDDO ODZ z ZR Z O3 A 4�L�r . m �n02, �0� 3 Z z}yD D'0�-Z}(m1D DAC -1c YOZ',[.�yeZ, m• Fmk 'mm�L\ OmAE D �L�AE yO�00 wA : � �w� O� e' zz Ar:.;l Dn O ���• J no: too p Dm_IID CDmtinnm D FOE° n, N rAEhALZD r N ZD y D D n lc 3 A 3_ 3�n Z D. �" ( Tin A qZm�' zim=' zZ, T N2ZL�m: Om NLZL�ni ; �33U'Ni r�N �T FP 00; `DA°T.IWF N EN. I�7o m01, y^� b03"�'mO O;�A � �=o r'aoo' °moo; 4RSR�'o:.;. w��ii,o�w w; iZ Fz5AT3� ZAo�o0 Ay m o O� AIZn: m Am: N L�O; mOi-Ty101 NZ;00� ZOO N=�1z13o0 N-m"Em; �,. mL,A(, qz Amp: E.O A DN �� E N O 3' w O; w n n, L Z�L ..mN Zw: �p�'oN A D D b. y, pD A 3 m i n 3, )y, r, y' m G, o gee OEwyc N�: (m�z"z ea Ur'0 F�F '�.OL A-I Z' p� A O� 7nC ,°��n; "L7rA;n' 0� .,:N AN: ODND 4 om0 w-'N �?m. �� o'O 3 c c; m Q D: . �� A O D-a 0 O m, n A, mz 1� n Q p Z Y 3; C E 3� LZ� r, n O` N 3 °:n A A Z' 8 r, 'D W ti z m 7C m, 3 3 y, O 3 - V,min: m w 'C: i-yl A w - z m r A A d F Z F' zi o �; ° e8' ��L! m' m' O o w (nc m� A E z, E Z, Z� 1- m; Z (ylP•. - /; D -U m (1 Z, >. °: D y. D i� J E- E A m z w "Il p A' e1 y1 A �: w; `�� G` r c0 .. � D �' n ° N c O z -/y��� z' m : -A: m 1 O w 3 1 r F- m A Z Z,3 �I �� ErA a' a a_IN z Dana 2i; ��DD�' A DDDO DD D D `D a� E�l��� DD ����. 1G;tr a���_�_ 0 �. err:_a3 ° O = 1 1by Dm; ADmmD F. to mD c mDmmDO;. 1� mDDmm° t' wmmmvwwto ul ;(m Dmia: N�mmL �:.' mm' �L mm 5 ,.m�.Sicm U4.3v Ae mmmmm� ;.: D c�c mm� m O V Z - r, rr F. Am mrrm. /vrmrrm; rr rmrrr Cr. mw. i c0'. rr �--- 1i '.•.w QT l`t�NMr.D �m m, mmm m m �Fn mm`. Pm mmp, ymmmzmmmmm {n m mm Fnm m r m OSa wmm` mD m m m .m �Nw z,y�wcm' D X Nw m DDD `" NO�: ti• R `z m _y E Vim: a' p O�OO� m� m. O �0 m, OOa 001 O; n D F D 0 r m D O A. z N; n m R mmm. 7777n1111 N. D n i m P ° -%' L m ,mmm z t�fin, D; N (xZxj- n m m Z _rA .i P'. I C I N N N :k° r00 F; R •Ol3 N � N O O - b (� Iptm w w ( $ c Z m 8: �A w w Z Ll D N F; } N _ I :.:m} . -�1 ; �. O (,L•3; z E.: Y A �. b A _ fZl E: X. o�V 3 Z P^^ O N I II I I.I � mII+'��y(L'' iu� �'-"� U mm. ATII TT M _ZZ�m x zz m 11H „OI.__ml I .zz an00 OZ' PN 03. m, - eoW OOwa w mi Q ,' ���m �:1`' •.����� �� ..�1����,'. �ICi'P. ' nZM 1Q(. 3 m fi i- z m m . , -11 l Via. Dmp-nmOnm LAOAU.O U. .. zmr=-zc wDm� zi Y-: I i N 3i S • .�X- =mp - za5EzLN —00 F + X'' i * �F. !� "E �p NOTE �Omzlil -0m z0m < I..'m �' +• t'S i 51 OF. O 335E ,� nom�NjAL mm�z I� 3 fly QA e. H n z r Am U +• N m A N 0 \I t o t 7. . .. mm CROO o'co Az�pmc A4A I: ,. zX�r o m �m . (J��ra� o•. O pot E Dm m=Q I �_ -1, i ! - - N Ems A U oo N' m Z m 3 D< O o - ma1° DD.. A� 07ncC .o °.o• A .�' 34• rD'E/. m0 r .{. b,_ 0m/, O rP zA L3 AA 3L m '-1�zz tbn z2 m6 cam 4l u .> .°° �F -wi'R �U/ P °m °m Oy E mom C 'i p > oz�pD _36/ O z m Z m Z(1 - .� '[°T •f•1 m a. n n Z �m - i° w N r N e` oe o/yc eD/ O mz �;• C, A.i x n O DN 0 i� 1,V �3 •( �. p N = L Z Z ^Y C X '•ma-( t<n �• a z r0 OA -0' m Iz� `I a OU� owyA� S T 1 'I::O_� a ' = BC 1 i :�'•• _ zm I E�.. { a i�ko�i< vE1 mmNa �o tmD �D lea my zU r Doa (1 D 0 im ' ',4�X On v3 AA. �� 5 r !}y n, :Z O Ry-zi - " y. Lm �n Q 1/n\17�`7('I�d') m r. 3 s °' t 0 �mt 1 D 6 M L :i v ..L\ D • _ ;. ! I n a l'F.,3 e, m A z,o 0 "Y,• - # �F -Li wm F.x.• vt '�Cf !#: Om =° eOm FD..m m � r'- Or_. " _ !D A'- W N �•. °. ; �$ #�' E, n tMi.n r, oo O x �: lD Z ARG L A W OF O. Or ON.O Gm@AAAA mm3 ZOn F F �4 l•Yl, 1 'lt'r' i. 1 t j - . a m tJ ID �O1�7S1wF m W m A A W W w W W • w 1}i-I mD A N L\:O r Jaw E Q "E -p mm�rmm� m xw� E Am A Y- m D m O D D_p r Z O O OO t Ao°o Q- L�D2° r' N ° O oo�L�Rn� O oo� m$ Q z ' m �AN O izaNN r e?NE4yy�€LyyyAA o 0 p Xn. O r on -1 <. = - N Oc b` N ? A Fn A NON U+ 3 .(� Omwmm DD w z�ZZO A �05 DZ _N 1 N m A -� W N N E D �wA N 1 � = D Ord --.gmg A 2 °-Nir N_ O N -n 11 N U y A m .u, ! W A ..� _ y a.�j = ,J yy FI N. A m Fi 0 A A A_r r D N - Q •� 7 L (m� Er:(1 F = p �1 Nw `n m ��oOF A LOy O a a�F Z A m tN, zD D �m8 = y D my Em qAA ~ w011nnAF�_A D DvIZ 3 pA z_ .A mp y DrDr A = hAO ~ 3 00 (� DD g = �u z A D Fm� z Z yL",cy (\i 0 = SFoFoF r Z o-.O1mnA�r �m U- -1 W A W W rr-m1 Z 2' AAcA<A�N.0 -Ar"dm3 O m y D_� c A i E i� m d: ID N ao W 6` m ^" W A m !'. !1 P _ O D 1p GN N D 9 D D m m D `10 O (1 -, a - z , Z. m A d` O A ..D D r.. ! '�f 11' N U .,.mOm�Lm NN Z ; -Opj.3AAD0 m�0 C. �' r O m AO. �X(�10 Z0.vvyy:N SaL�ArrA n`m Oi DP ro N ; d z z ANAnAAmDI(1 P�mAyBC >a pa •mS I - 8 D. pE D DZN m i Q ° Iz� Q8 gg8 g 8 '8 88a w wv� �vEQ ;03 D N N DO O O .° O O 4'4Wff ybS• ,.Fn m �a 'n a.rn aan' ��n��nQ Z% (P >' I ° N _ � �P •o m C O Cn p p m u m c�L� ORO 8 8 c� c�B0 idol• ll ^D �"�" Em m I mm mmm m m. m mmm �� D : Z �• -� . GX D - O° F n ';�r � .. P6 - OP3.- O A':P PieP• rpyy VR Dy �. •' O O "��-�� AA�,... tyy� x v �' v� Y � � , � _ . .. � � Z � a'� � \� C, r � � T { ' 5 { 1 _ I { I • Jw I _T zt 77 1 -AII I E P,--4 ® 1 ✓ i r i 1 i �� — ___— - 1.. o � '� .�. .. wt r 0 ® _ _.._ _- ■N� 'lNONE mom . ■E■EMEM■■MOMM■ ■■■■ s■■■■■■■■■■ �■■■■■■■NEE■EENN ■■ ONE ME IMS■■■■■■■■■■■■■■■■■■■■■■■■■■■■MIN■■ MENEM ME ME MENEM IN MEMEMEMENSIMMEMEMEMSESSIMMEMEMEME mom■■MEN■■■■■■■■■■■■■■■■NON■■NMEMENEM ME MENEM MOM ME ME 0 ME ON ■■■■■MEN ME■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■MOM■■MEMO■■■■■■■■■■■■N■■■■■■■■■■MIN MIN■ mom■■MOM■■■■■■■■■■■■EN MOM ME■■■■ME MOM mom ME0 mom■■■■■■■EMEMEMEME ME■■■■■■■■■■NMEME mom ME MMM■■M■MM■MMN MEN ENEM N■■ MMMM■■M■■M®■■ ® m■ ■■■■■■n■■■n®■■■ O■■MM■■■■ENE■N■MEN■■E ME■■■■■■E■■■■�■■■ MEMO■ ■ ■■■■ ■■■■■■�■■ M■M■■®E■■■■■■■■■ ■■N No N■■■■■■■®■■■■■■■ ■■■■■■■■E■■■■■■■■ ME ME SOMEONE ME■■■■■■■■ EMMIMMMMMMIMIMMMMMMM No ■■■■■■■■M■■■■NO■E■■■ NONE■■■rsiu ■■■■■■ M■■■■NN■OME MEMO MEN■■ ■ NONE ME■M■■MENN■N EMMONS�10MMEMMOMM IMMEMEN EMEMISSIMIS Mal MENNEN■■m■MMM■■MM■MMM■ EIS OEM■ M■■M■EM■ ■■■■■■■■N■■■■■■■N ■■■■ MEMO ago■ ENE■ ■■■■■E■■��.'INNNON ■■ NNN■ ■■N O■NN■ ENO OO■■ ■■■■■■■■ ■■■■■ M■ NE■■ EE■ ME■NEN R10N■00000 No N■■omE o ■■INm■E■o■■■■■■■■■■■In IlmMNMooEmE MEN■E■EEE INM MO �■■®■■mmo ■■■■■■■ mm ON ME ENE ■■m■■■m■■■■■■ ■■■■■■■■■■■■ 1 IME■ ■E■ ■N■■N■ ■■■MONO E■■■■■■■u■■■N 1■■■ ■■■■■■■N■■ MO■■M MENEM= E■■■■■■■MEMO ■N MENOMON■E ■■■■■■■■■■■■■■ s■N■NNN ■n ■NN MEN N■nE■■■■E■■ NN■■■NON: ■NN NN■1 ■NNE ■ sommommon ■■■■■■■■m■■■■ IN ■ ■■ N EMMEN■■ENEE ■■■■■■■■N■■■ mom _ , �NI0-1,S_ommommmoom N■■■■■■■■■NE■■■M■■EN■ME �■MEIn1■fNnN■�nr ■■■■■■e■■■n■■0■■■N■n■ O ,/✓ ■E■E■NE■OEM■ ■■■■SMS■r�N■N■■■■SEEM ■■■■■Se ,�.�� ■M■N■ M■N MEMO MIME■M■ME■■■ _ M■■ME■ ■ENEM _ HIRE ■■■NN■N IMMMIMMEMEME ■ M■■N f✓0, ■M■ME■■E�l AM ED■NS mE■e■■■■■ //✓� //�■■■■■■■n M■ MEN■■ ,_ ■ ■E■■■■E■NO ■■■EOOMEMNONNMRE NEWS NN ■■NN■NON■■■■■ONNNN■N■c�110101 ■■■m■ ■M■■eeM■S■■M■■M■M■■■M■■■■■■■n■ ■■ EMmom % ■■�■■MEN■■M■■■e■■■�■N■N■■N■NNN�CAN CNN■�nNNn■■■N■�s■NN■■■■■NN■e■■NNN■e �M■ Emomm ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■vl V on EMMMENEENEEN No Old■ .. ■■■■■■NN■■N■NN NNN■N■■■M■■ ■ N ■mmi3— ■■■■■■■■■■■■■■■■■■■ ME■E■NOMMENeSEEMS MIMMEN IM ■ ®S■®M■■■ II ■■■■■■■■■■■■■■■■■■■ e No ■■MEEEN■EN■MN■■■■■ NN ♦®® ■■■■■■■■■■■■■■■■■■■ "R■M■MMM■MMMME NONE N0 Nommommommoommor a 9• . 'e _ r w ti v { n. • 11�Z: \JASH�c -SOIL L O G 2: CttaSv►f�D STONE 9z••I O.y 4T�C.1. D I S T. d, o "rT BOX 2.o0 4 5 1000 1 �7.~ ��ASNEp STo�.1E s�•�W Sg.o GAL. SEPTIC „ t,asr7lt TANK 4 PEFZt Blot. rr, 1®ER �PfG 20' MINIMUM 1 FOUNDATION SCALE : I"= 4' ELEVATION SKETCH PERC. RATE SCALE i' = q' TEST BY irir/6/�C TOWN INSPECTOR /ooewL BACKHOE OPERATOR --!�L�s�r [�A.c•f y TEST MADE ON �'-��'�''• �� /921— • ,' --'-----�� � 'ems r'', �� I° \ol S T.C.vGTa.IICC W A I raA/N 4, f. -�•�/ �� � ��G•4 f G�..�9.3 aoc-aslerD .5�.-RAJ rQca°c...-c... �0 Lf17 ov I ty 77 Tj1� �'� ur ti��ss9 H OF M't.S'�c p f'j` 0 �a° RENWICK y 'a DAMES fp CIIAI,rd,A y H' i o�L IVr,. 27fi54 ,� WISWELL C^ ,�"- �4 // mat' ��'•�AL Ct:'ji No. 11029 9,41 i • ' ??j �q= q , I As ' �-d•K 6g (Na ' �PP'Ann. ftv� ,r .o �. �3 !a 43N. `o. 1 . •�, r s moo. oo l�s O 1 o E APPROVED BY BOARD OF HEALTH DATE 19 — e4 EX 15T 113 GL E LEVAT I O1J e 00 100 P ROPOSED r=\-t ELEVATION SCHEDULE PROPOSED SITE PLAN I INV. AT FOUNDATION Q3.50 a 2. INV. INTO SEPTIC TANK : C�3.40 SEWAGE SYSTEM' DESIGN 3, INV. OUT OF SEPTIC TANK ,4 INV. INTO DISfRINUTION q0A SCALE I ?4/a ' Yw?". l. 1977 • . 5 INV. OUT OF O!STRIBU I IOTJ BOX _ d c z 0 6 INV INTO LINES : ��.�{ CAPE GOD SURVEY Co N%ULTANTS ROUTE 132 1 END OF LINES : C(1400 HYANNIS,MASS A_Rc1f_Tr)m OF Arn - 1��2 WAs�iEo -SOIL L O G 2" SS C2vw�ED STONE. _ '9 z•ti/ 12"M�a• "'"` o 4 C.1. DIST d° •,(p ��� nrr0 BOX gZ,oO y`4 oil 5' 1000 141 VkSNpaL7 5TcI►AE J~+It 38.0 GAL. SEPTIC • " r VOfG� TANK P�R�• Bvit. C'1®QR �PE. 20� MINIMUM. . 1 FOUNDATION SCALE: 1"- 4' ELEVATION SKET-CH PERC. RATE= �.�.ndcz....�. SCALE I 4� TEST BY: ct• TOWN INSPECTOR, tnauo' .iiv ,,jv/ BACKHOE OPERATOR :-► ALAS '�r [�'.od aTr TEST MADE ON � C • Ce Fr /ma ser 6y c=6 7-io-y ro4w7- rw*ea- l A S T•c.vc ti.ACt�� .'���/✓N v` G�..A.S 1oc�D •tS�.�ry �s'ts-G_ ��O � L�7 � -• .�►ess.� eS�duele'?�dN JG r.ic i00 / 77 O • �`. �� ��b �o..J.c6srtr,� .� � � • y 9 y, 7 . Tcasvy .a/s. ♦ � • : �Ar�'ws'��4�ltrca-, .�rss5� �"'1 .� O � � a " /���,i;i or;��;�s �`•`" of S' p RE. yG rn 1 VAMES �x�p.�O Clla►� Ur. 2704 WISWELL ^ •J �Q ...� .-,-._-^ ,.�;,-._.,.._......-... ... � t%fit i'�%'"h- � ..__ - — —=':K►atdriA.z�'-�-•�tr _._ \A� - _�_ NA1 i 29 29 29 iot 0 /L8 x 23 nr •l//•S/ air III \� .S°0Amon. pl, ►' •,' tip ,1 .o tee.eM fie: 10 7 APPROVED BY BOARD OF HEALTH DATE X E15T 0 ca 'V--Lt-NiAl 10Q . a 1 Q *a? 100 P RoPoSED E�Ev• -- —.-- __.._ . •� too.5 PRoPosEo SPo �t p ELEVATION SCHEDULE PROPOSED SITE �PLAN�' 4 1 INV. AT FOUNDATION g3.SO 2. INV. INTO SE.P' TANK : ,t�Q SEWAGE ' SYSTEM* DESIGN 3. 1 NV, OUT OF SEPTIC TANK 93•IS .�.n T es, ,�.asdn,v�,�!eq r .�--�^ret 4 INV• INTO DIStRIOLITION ROk SCALE : I":gVo ,l. 197.7 5 INV. OUY rlF UISTRIBUIION BOX Q 6 INV INTO LINES : 9Z.11 CAPE COD SURVEY CIlIr,;UL1A14TS 7 END OF 1_INF S g2do•C ROUTE 132 HYANNIS,MASS ti.•.��.. :._ __ _ n.. _ i ? a I SAP �dA 2„ SOIL LOG } CQ�s�►� STo�:E 9 i �/ r SS I2"Mtn+?• N� u�n.E7 14, BOX t 5' 1000 I�2 ��AS"%p-0 s dwtE 'D �8 0 GAL. }! SEPTIC t1i ���('• 8c�, �tr�Eca PtP� • T TANK r { 20' MINIMUM I ' FOUNDATION i SCALE : I 4' ELEVATION SKETCH PERC. RATE: ae ' SCALE 1" 4' TEST R Y: C, v, di,-C. TOWN INSPECTOR : F'gied- sCoy1 ..n� tt BACKHOE OPERATOR :--f�mLA Wr `sss•r J.r• E TEST MADE ON e- �, /!q I-) 7-1 t 77 CS T•�!'�.rCT.u>ieCe�-� �'/4�OItI�J�rq�'��,�� V` 7(?' .»In✓�q � \ O � tn� � • "A OF aJ�s 11, fi; d RENWICK yN ' 01 S U (C lea e �a B. o JAMES G ice' CHAPMAN � o HWI o� No. 27654�© L, SWELL ,€ .p No. 11029 O Phrts s yy\ ` 3 FPS NAL LA F 4 S/✓mil • x -, p Asp"I�I�� � L.e�c..�i� cxa�d ,goo POP INP- ''�_ "' •.'' 1.� 1- S spy M �� 4/4 W Y oO 'l APPROVED BY BOARD OF HEALTH ' DATE >' �X t5T tt�Cz E LF VAT 1 Ott} b R-- % to (�RoPaSEo E1..E�1• E -� Po`CLEd. ELEVATION SCHEDULE PROPOSED SITE PLAN q � ` is IN AT FOUNDATION = 93•SO a r' SEWAGE SYSTEM' DESIGN 2. INV. INTO SEPTIC TANK = g3.4o 3. INV. OUT OF SEPTIC TANK = l3•�S ��T �� ������T ���� 4. INV. INTO DISTRIBUTION BOX = _ 2 '�1 SCALE : C=440 ' .P*'+'� 'al. 1977 I 5. 1 NV, OUT- OF DISTRIBUTION BOX = l ��C4 C— 5z0 6. I-NV INTO LINES = 9Z."t CAPE COD SURVEY CONSULTANTS ROUTE 132 7, END OF LINES - Q2•(00 HYANNIS,MASS. F - 8. BOTTOM OF BED = g2•e�0