Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0012 DUNCAN LANE
s f, 1 .. � � •s a e � .fir , ,s � n ": `� � c " i - _ F p , S s u V , , F , »r , n y , ti v �i r w e• ; ..... ,i .,. ♦ .. t 1.. a w, : K ^ u G+ . - `�vc.�.si..,,a".,y._..,R.w,,:-..::.k. y,:;..4ri�. "'_s...:' r �G.••,,. ^^T �r - � o a y x ` r r ' r, r , r" J a s, i y: u tlL , „ q , h: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map t � � Parcel Application #�l/� d 7 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board P Historic - OKH _ Preservation/ Hyannis Project Street Address LAP Village OwnerWCMn&e\ `T�xomc_S Address 10 1 6t-nCo.n LOOP— Telephone 6_62�- "7 1 Permit Request aLn4Ao M` o �� \5 On �� (04 Lao VIA xcper-1 00 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio _'121000 Construction Type. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 5( Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ;4No On Old King's Highway: ❑Yes )9(No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ICentral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No ,Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other.:::'') _=' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes iANo If yes, site plan review# Current Use &5,CAeA 1'�Co Proposed Use ; APPLICANT INFORMATION ('1 (BUILDER OR HOMEOWNER) Name lT Telephone Number Addressau C�frzo-kwK License ?5� Qks et , MA (10S9( Home Improvement Contractor# Email Worker's Compensation # EWGcCaQooC,s&1y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO j lA tj &\a- 3 n BoK "A W S SIGNATU DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION z S� i l FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL y FINAL BUILDING G DATE CLOSED OUT ASSOCIATION PLAN NO. THE Tp�� RwAIRN �9 Town of Barnstable Regulatory Services Richard V.Scali,Interim Director 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 Y Property Owner Must Complete and Sign This Section If Using A Builder } inn I, V t�Ud►[9�,� Y 10C(5 as Owner of the subject property hereby authorize lJ` 0.cm to act on my behalf, in all matters relative to work authorized by this building permit application for: ;(Address of Job) Signature of Owner Dat Print Name If Property Owner`is applying for.permit,please complete the Homeowners License Exemption Form on the reverse side. TAKEVIN MBuilding Changes\EXPRESS PERMITIEXPRESS.doc Revised 061313 /`,ICU CERTIFICATE RT I F DATE(MIW DIYYYV) ICATE OF LIABILITY INSURANCE ,. lo/2s/2o14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN TH E ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy((es)must be endorsed. If SUBROGATION IS`WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER J NAMEACT Barbara.Hayden - - DITTMAR AGENCY ` PHONE (732)462-2343 fA F C.N ,n3217e0-8414 78 Court Street - Mriibahayden@dittmarinsurance.com P.O. Box 1180 _ - INSURERS AFFORDING COVERAGE -NAIC# Freehold NJ 07728 INSURER A:HDI-Gerlin America Insurance INSURED INSURERS.North. River Insurance Company Trinity-Heating 6 Air Inc. , DBA: Trinity Solar INSURERc:Llo d's London BPTP Future Holdings LLC wsuReRo: ' 2211 Allenwood Road msuRERE: Wall Twp NJ 07719 INSURERF: COVERAGES CERTIFICATE NUMBER:2014-15 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE-11 POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH;THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ,. INSIR LTR TYPE OF INSURANCE POLICY NUMBER .MM/DD�Y MM1DDY EXP t' LIMITS :r GENERAL LIABILITY .EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY - - - DAMAGE TO ED PREMISES RENT occurrence) $ 500,000 i A CLAIMS-MADE ExOCCUR EGGCCO00065g14. 1/1/2014 : 1/1/2015` .MED EXP(Any one person) $ • - - PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN-L AGGREGATE LIMIT APPLIES PER: - - PRODUCTS-CO,MPIOPAGG.. $ 2,000,000 - PRO- LOC - - $ 7X POLICYJF:GT AUTOMOBILE LIABILITY - - - - - - COMB INEDSI L LIMIT Ea acr.dent - - 1. 000 000 X •' A ANY AUTO ,• BODILY INJURY.(Per person) $ ALL OWNED SCHEDULED RAGCCO00065614 ,1/1/2014 1/1/2015 - AUTOS AUTOS _ BODILY INJURY(Per accident) $ - HIRED'AUTOS AUTOS NON-OWNED •• PROPERTY DAMAGE - $ Per accdent Lease/1.oanCa - 5 UMBRELLALUIB OCCUR F INDER11012014 '' '1/1/2014 i/l/2015 EACH OCCURRENCE. $. 15,000,000 B }( EXCESSLIAB CLAIMSMADE r - - - AGGREGATE $ 15,.000,000 DED RETENTION5- INDER11012014. 1/1/2014 1/1/2015 Limit xof.$10,00D,00D' . $ , $15,000,000 A WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN' LIMIT - r ANY PROPRIETORIPARTNERIEXECUTIVE - - OFFICERIMEMBER EXCLUDED? NIA - E.L.EACH ACCIDENT S 1,000,000 ' (Mandatory in NH) EWGCCO00065614 1/1/2014 1/1/2015 If yes,describe under E.L.DISEASE-EA EMPLOYE 5 11000,000 - ' DESCRIPTION OF OPERATIONS..below E.L.DISEASE-POLICY LIMIT S 1 OO.O 000 ' C Errors & Omissions P6IAPZ0201402, /30/2014 /30/2015. Per Occurrence $2,000,000 Pollution Liability Aggregate $2,000,060 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required)- NJ #x_ CERTIFICATE HOLDER CANCELLATION 4 - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Trinity'Heating & Air, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. T/A Trinity Solar 2211 Allenwood Road - - AUTHORIZED REPRESENTATIVE Wall Twp, NJ 07719 Barbara Hayden/BAH �� — ACORD 25(2010I05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(2oloos).o1 The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts ; a Department of Industrial,Accidents Office of.Invesligations• 600 iYashington Street k.- Boston, .41A 02711 www.mass.govldia Workers' Compensation Insurance Affidavit: Bnildelrs/Contractors/Liceiricians/Plurnbea-s Auulicant Information Please Print Legibly Name(Business/OrganizationnRndividual): 6 1L 'fit ��ITiL� Address: a7t li Akke�Lk-)oo6. 9,8.. City/State/Zip:. d , [*4 T C-1`1 19, Phone#: 73 -11,0-3111 i Are you an employer?Check the appropriate box.- Type.of project(required): 1. I am a employer with � 4. E] 1 am a general contractor and I 6 New construction employees(full and/or part-time).'. have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. T ❑ Remodeling ship and have no employees These sub-contractors have g, Demolition working for me in any capacity. employees and have workers' S. Building addition' [No workers' comp. insurance comp. insurance-1 required.] S: We are a corporation and its 10.®Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.[]Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL _ 12.E]Roof repairs insurance required.]t c. 152,§1(4),and we have no, employees. [No workers',.. 13.0 Other. comp. insurance required.) *env app liranr haLche cks_hnx#t n,asr alsafilLput the section hpLawshowingSliesr►iCQz1Ce rpmR�>a .RQli4mformanpn: #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-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. - Insurance Company Name: Policy#or Self-ins.Liz.#:F_VV&CC(000 L05U..14 Expiration Date:-I 1 sA_ Job Site Address: (1 > aoe_. _CityfState/Zip �rt��✓�C(2.� VY�/� 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 trader the pains aiad p raalties ofperjtary that the information providerd above is true and correeG Sienature ti &} - Date: 7—/ Phone#: Offiearal use only. Do not write in this area, to be completed by city or town ofciaL 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#: / f r li1r #r i ai i)n O fi ce of Consumer Affar's' d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 . Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card TRINITY HEATING &AIR, INC. Expiration: 10/12/2015 GREGG LACASSE 20 PATTERSON BROOK ROAD UNIT 10 - WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. SCA 1 :0 20nn-05/11 [] Address Renewal Employment E] Lost Card 'nffce of Consumer Affairs&Business Regulation License or registration valid for individui use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation. 'Registration: 170355 Type 10 Park PIa7a-Suite 5170 Expiration: 10/1212015 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE 20 PATTERSON BROOK ROAD U- WTV WAREHAM,MA 02576 Undersecretary o- valid wi ou `�'nature I • Board of Building Regulations and ic Safety Massachusetts -,De adment of Public ` Standards Construction Surer,isor License: CS-103631 GREGG LACASSV' 14 PINE ISLAND RD'. f Mattapoisett MA=02?3 Expiration Commissioner 08130/2015 Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President May 29,2015 Centerville Building Department Centerville,MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x8 at 16"o.c.& 13'-8"span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 24.5 psf snow live load(35 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B; 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Michael Thomas, 12 Duncan Lane,Centerville, MA This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5/16"x 3%" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet.Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3/8-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC Richard do , PE. Massac,i a tts P. License No.49993 MECHANICAL ENGINEERING CIVIL ENGINEERING ELECTRICAL.ENGINEERING y1'THOFM O RicHAR0 8. yG U ME HA°CAL p NO.49993 y STEREO SS��NAL ES r { ' INSTALLATION OF NEW ROOF MOUNTED °U"`A" "E° 9.36kW PV SYSTEM 12 DUNCAN LANE CENTERVILLE, 'MA 02632 Issued l Revisions n 1. ..M. LF.SCr't T)N DATES _ n VICINITY MAP SITE • - I r - `J SCALE:NTS. I Project Title; - ... THOMAS,MICHAEL TR,N I Y ACCT A:21,15 5U397 12 DUNCAN LANE CENTE RVI LLE,MA 02632 'GENERAL HOTE9 V GENERAL NOTES CONTINUED CENERAL NOTES CONTINUED ASBREVIA.I IONS CONTINUED SHEET INDEX JUNCTION BOX: q DfRWlflg T IIe: - - '�1,THEiNsI'ALLEFON ')TALLIN A L $. " EUC 0:1"'nc"FROM ITEEPnNEUIS' 14. 6,MPANYNTPREVAIiiIONS,url JB - �PV-1 COVER SHEET W/SITE INFO&NOTES RESPOHSIBLEFDRIISTAINGAALL lVYSPRESE TAN'THEUC CGMPAIYSPECIFICATIGHB. -FCNIIL THOUSAIJAMFERCCIR LAR I-ILLS ECUIPM1IENT 4ND FOLLONING AEI. DISCOM1NECTENCLOSUREAJDTHEDC $TAn DARDS!ANT}REGuwEMEN1S , \n .KILL-vcLTAMPESE PV-Z ROOF PLAN W/MODULE LOCATIONS - PROPOSED 9.36kv'd UIREC,IIONS:AND iNSTRJC NODS !- TFRh11NAL9 OF THE INVERTER DURING 15 PHIS SET OF PLANS HAVE BEErI ^\'/ KII.U-VJiTI SOLAR SYSTEM CCITANED BJ THE DRP'ING PACKPGE AND DAYLIGHT HOURS.ALL PERSONS PREPARED FOR THE PURPOSE OF k1YH ICLG-'V✓.Aii Hoop , • PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY. VIORKING ON OR INVOLVED WITH THE MUNICIPALAND AGINCY RENEW AMC LINE ' 2.THE INSTALLATION ONTILI"TOR IS PHOTOVOI TAIL VSTF)ARC WARNED APVROVAL.THIS Sf}'OF PI ANSSRALI M1iCE MAIN CIRCUIT BREAKER Oft in9 Info-aliUR . ' RE PONSIBLF FOR INS rALIIJG ALL THAT THE SOL+i OVULES ARE - NOT BE UTIL17ED AS CUNSTRUC. M ' M1IDP MAIN DISTRIBUTION PANEL' EOUIFMENT AND FOLLONING ALL IN ERCIZED IYHENEVER 1'HEYARE DRA'.NRJGS UNTIL REVISED t'O[MCI-FE ^'0 n'wlMLGNS ONLY - DPAwINCDPic FOAL I Xs` DIRECTIOnSANDIr.STRUCTIONCONT1INEU EXFOSED TOUGH'. ISSUED FOR CONSTRUCTION'. TD MOUNTED DknWN f.Y: FJN , N TrrE CGMPI ETF MANLIAI 0. ALL PORTIONS OF THIS SO'JAR IS ALL INFORM1IAMON SHOWN IDS BE MIG MCI BEING � � � � EJSED BY: - 3.THE:INSTALLATION CONTRACTOR IS PHOIGVOL TNC SYSTEM SHALT,BE CERTIFIED PRIOR TO USE FOR NEUTRAL - RESPONSISLEFORREADINGAND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTNITIES. NEC NAI ZONAL ELECTRICAL CODE M1IC NOl tCONTRACT 1)TDEtS FA DIl GAL DRAWINGS, THE NATIONAL ELECTRIC CODE ARTICLE - System Information COIPON NT ANDINVERTER IIAIUALS 0 N.P NUMBER - PRIO 1}Sl'N.IA IO 'IHEINSIALLIN.. 10. PRIOR TO THE INSTALLATION OF THIS AB.."ATIOMS nTS N011'OSCALE _ TGIAL SYSrEM613E S6kW CONTRACTOR IS ALSO RIOUIRED TO HAVE POOOLTAICSYSTEM.TIIE CP OVER CURP.ENTFROTECTION F11—OI111 C.Urf1 eA - PI.LCOIIP'DENT SWITCHES IN TIIE OFF INS IALL l ON CONTRACTOR SHALL NPAP AM ERE P POLL M1 , - PUSI ION I!J FUSES AENIG✓ED PRIOR TO ATTEND 4 FIEF.1 STALLTION MEETING ( LTERNAH G CURREr"� rs FULL DUX �JU"U,ED: 'i FI1JA"+c0 TILL II SI I.LA 110110E PI.LFUSEGDEARING -FOR THE REVIEW*-THE INBTALP.TION AL ALUAIRIUAI PH. PHASE rA LE SPE : T:M Ie0 PG060d SYSTFr1C COMPONENTS PROCEDURES SCREDLLI S,SAFEffAND- � ALIP.FMEIE P/C POLY VINYLCHLORIDE CONfJUIT f C+S P.Jl: N6iAP LILAC MODULES?.RE COORDINATION. 4FI A60VE FINISHED FLOOR NI'H PONEk 4.ONCE THE 1,IOTOVO " AFT, ABOVE FINISHED GRADE - IFY ri - !1G3 GB2002d I—I'ID HE INSIFIAN.. IT. PRIOR I OTHESYSTEM5IAR1'UFTHE Ol"f CGANIIT, COF RS CTCZ SHOULD HAVEAM1TINI'/UI.t OF 1.51'ELATION CO iPiC'OR SHPLL A G 4f.tERiCPN WIRE GAUGE FEB RIGID GAL VANE'DSTEEL- U cTER 223P061 ONE ELECTRICIAN"OT["AT-ENDEUA A.SI TIN PERFORMING ALL INITIAL C CONDUIT(GI nERIC TCPE.I OF SN BUNION UTFAI TfAI.1V"(: SUNNOvn SOL ,I—TOVOLI'AiC INSTALLA f1OI4 AMU'yRk CRECHE AMC..'AMID. RACEWAY PROVIDE AS JSWBD NWiT CHSOARD COURSE ON SITE. EONDUC'NVIIY CHECKS. SPECIFIED) TYP TYPICAL 0.FOR SAFETY.IT IS RECONIMENDED BY THE 12 FOR THE PROPER MAINTENANCE AND CB COMBINE BOx ..O,1. UNLESSOTIHER`AISEWSICATED CKl CIRCUIT AT NEAT ER ROOF PANUFA,TURE THAT THE II S'.LAI ION ISO[ATIONOFTHE INVERTS REFER"ID CT CU'RENr TRANSFORMER XFI.IR I'RA14SI-ORE}LR Rev,No. SNeCI CREN IVAY AVE P MINIMIJu OF TWO THE ISILITIOIJ PROCEDURES BI III E Cu COPPER •E1 nsOUNT'/ZIITGHcS TOBOTTOM PERS(" (EKING TOGETHER AND THAT' fPEPATIC'.MAI JPL DC DIRECT CL RRFNT OF ABOVE FINISHED FLOUR On 4 EACH GI 1'HE INSTALLATION CREW 13. THE LOCATION 0 PROPOSED ELECTRIC DISC DISCONNECT SNITCH- Gf2Al'iF MEMBERS BE TRAINEDIN FIRST AID AND ND TELEPHONE LTIEHIE ARE SUBJECT' DWG DRAIN WG r V CPR TO FINAL APPROVAL OF THE EC ELECTRICAL SYSTEM INS'I11FR 6.PHIS SOUR FHOfOVOLTAIC SYSTEM IS TO IRPRCHRIPTEUTILITY COMPANIES AND EMT ELECTRICAL METALLIC TUBING UEI-TAI.I.f:D FL,LL.OWIN16 THE O\ 011. FS FINS IBL E,w,,CH ' CON'VE Nno''S OF fH E NATIONAL ELEC TRIC 14, ALL.MATERIALS,VJORXMAUSH A A NO F'G FUSE ,CUE Y LOCAL CODE IYHICH MAY CONSTRUCTION FOR THE SITU GIJD GROUND SDP RSEDE THE NEC SHALL GOVERN INIPROVELIENT SHOWN HEREIN SHALL ON (iRO11ND Falll.T IHTERiEUF'IFR AI.I 15Tf11 CGMPGNENTS TO EIE DE IN PCC.GfiDANCE VVIIH' HZ FREOUE NCY(CYC.LESPEN " INS'LLLT W1IH THISSYSTEMARETOUI N CJPRENTPR 141LINGMUNICIPAI,LI IS 'UL TfD ALL ECUIPI IFNT W11L B-E NEEIA P WOR COUNTY SPECIFICATIONS, 3R OUTDOOR."I ED UNLESS INDOORS STANDARDS AND RrOUIRFIrIENTS nTr i n it GENERAL NOTES AR IF ISSIJED DRAWING IS&PRKED VViI'11 A REVISIOU CHARACTER 01 HER IHAN`A.',PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSIELI CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAIIABUry OF EOUIPMENT. 2'_-I I Afl,,, —d 1APd dT/-)S—Td VJ.JI.Nevlr�.e;('illy ....S,:F,in�r�.u,la�com HEWPV SCIARMODULE,1YPICAL - —UNII2AG CLM.1P (PREFER 1'0 EOUIPREN I'SCHEDULE - rSSE sale srrF ocrvuR FOR SPECS AND O—PITIEE; NEW MCUNLING FOO is Tf A CHMENI SOIAR MODULE SOLAR MODULE PGINIS I)FCAI REFER TO t - ENGINEEWNG LETTER FOR SPACING , �AnD DPT IL 7 .c UNIRAf OLAR MOUNT GCAM FW U AC II.IYPICAL a UNIRAO i FOOT r (REFER TOMEUNIRAC ,_ - ONEI AYFR ASPHALT SHINGLES / _ cG L-GOMI LIAIv f NSTALLAUON Isis crvcA r.cr+s 5A� . I:VNMOIJO FLASFIINC, n— Proj.ct /MnNUAI 3R PCG nND DETnII.S� -+cc RFr Fca c+- AFOC SEALAM \VrRCFERTOTHEU iW1CCODE•COIP IP TINsrALinnoN •MANUAL 2 FORcPECS AND XISOLAR MGDULES SHALL NOTDE IAII i EXI TING RAPIER EXGEEDPEAT(HEIGHT.NEW MID CLIP,IYPCAL(REFER TO THE UNIRACCODE-CONIPLIART INSTALLATIONMANUAL32.5FORSPECSANDnATTACI-IMENT&CLIPDETAIL DETAasI nPVMODULEATTACHMENT ON ASPI-FACT SIiINGLE F200FLEIGIiT FROM GROUND LEVEL TO PEAK OF ROOF ' NDTTNOTE.REFER iO MOL`ULE SPECS FORSCETTO SA >LACTUAL I:WDULE DIMENSIONS- ' ' Issued/RevisionsBACKDESCRIPTION DATE PTHOMAS,MICHAELTRINITY A(R—:21)15.5D29T Addr—: . - - - 12 DUNCAN LANE CENTERVILLE,MA 02632 . ., Uratvin Tille: - - _ PRDPOSED 9.36kW -' • - - SOLAR SYSTEM Drawing Information R OAIE O/30%2515 - R' EJI EO Y: System Information: MMINEM 1311 TO.LNODULE.1111 H USED TIRINA MU AC NiCIDVLE.FPEC,n. .M CEO PDu5.0:1 L L'' r 51 P - UD - n • L UT r1Eff �0031 tr0?8 NOI E P t DEAL TYPE: SUNNOVA 1.)ALI-1:01a PIA:NT SFWLL BE%TALLED IN P.LCORD H.E WITH THE NVvUF,- UP.FPSINI:.TAL AT.NI TPA.+:10•S - RDV,NU. SheLI 17 ALL GUTDOOFI COU PMENT SILA L BE RW N TIGHT WITH MIN MUIS REMA 3R RATING. RE!JIHRE FIELD VER FICAl'ION. FRONT' 4) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE r V L RI NEW END L'LIP.TYPICAL;REFER TO TFII:UNIH4C OTY SPEC F - INUICAfUS ROOF OESIGNAHGN.REFER IO INDIC.ATES NEN UTILITY DISCONNECT TO DE NE E ND,GU IAfITPI ALA REFER TO THE Ai!P,r'Y OF.IErJ1:4T10N=12>]` ® ARRAY SCHEDULE FOR MORE INFORMATION UD I NSTALLED OUT SIDE D $ECTIGN9.2.5 FOR SPECS AND DETAILS)MkNU TRINA 260(TSM-26U PGAS.C2j R IN 111-1 NEW PI SOLAR MODULC REDMCDUI ES HEW IAIDCLIP,-1'PICAL(HLFIHTG iIir=UNIrUC - 10 SE%6DDA�LS `t-PRFY.RIEtJr=21 .I 12I° I+I INDICATES E%IS'rING ME'r'cH LOCFiiOr. RNDI EFER TO PANELS THAT.USE'ICRO INVERTERS. ®. CODE{gMP IANT SPECS ANDLETAI.UAL T__� I© i!RAYtE IEiIlN RIFIEATOENELSTHTSCHEDULEIIN SPECS. EC'IONMF OHS CSANDNMANU r i - Ol-tIER OOSTRUC'I'IONS I UM•ATE EY.IS[ING ELECTRICAL RANEL I NDICATESNEvl PRGDUCfIONMETERTOBE NEY LNIRAC FOIL,T PICAr EP LOC-\IIUN'.IM1I EfSEMF.M ... .,REFER TOI EUNIILCCODE{CMPI FAN I' - `� IM1STALLC-D CUISIDE. INSTALLATION LANUAL.FORSPECSANDDUAILS, - — SOAR OINDICATES NEW IA VN DIBCONNFC.T TO BE INDICATES NE141NVERT[R iO BF: NE4 K)UNT NG FL OIf AT'TAr IIMLAI'POINTS. 2 NI r,.� Road d)J�9?29Te GROUPED WITH MAIN PANEL INSTALLEOOUT DE. TI PI I- (H TG ENGINCF LL EH.F(JH FIN I=r+��rl)i'I9 w I-.y-bla..<wn REFER TO EQUIPMENT SCHEDULE FOR SPECS. Sr CI IG.gI D OF IlILSI Engineer 1 License Helier: Charles P Bonicker Ine IDEA TT n ly Solar ` MOUNTED F-_---v-----n 2211 Allenwood Rd.Wall,NJ 07719 M:)DULE LA)UIIiED 11)(J)r rJ 4,Rti 3 UNDER SOLAR MODULE I OW MDDU E54V1 SOW,EDGE WPEF I+T)UU!E NEC6J0.04 i •�_,. - 13.> UCht w'i>EI.P,p3 _ <STP IJG.OF 1&M)UULES IN)EPIE. 3501m.,: -_.— .____ B••xB• 6'z6- • __________________________ --. JUNCTION —"__ —_'___ _____.__ ___ _ _ _ F ,� ..—.__JUNCTION ....__..__ .__��—._ _.__ __"_____._ I •'. '2iiFIN'iS TU B!TEFMfL:rEf IN PFN:+LL[LINEIOE IEP cFiEH.i BOX r + I \ i I ' I Issued/Revisions - 1 - �. -I NO. L'f SCN,IF'IIGN. fMTE - . - - - Project Title: THOMAS,MICHAEL ARRAY CIRCUIT YfIRiNG NOTES - n I TRINITY ACCTI::'2D15-S0S51 COMPLIES V/ll'II 2011 NEC T I CFCI RECEPTACLE • ) I i?rojODt Address* iPISA BREAKER - 1.)LO'NEST EXPECTED AMBIENT TEMPERATURE BASED ON EXISTING 14/2 NM CABLE I - ASHRAE MINIMUM MEAN EXTREME DRY BULB 12Cl/240V 240V 10 TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO 'UTILITY M 200A MAIN BREAKER - i 12 DUNCAN LANE INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT METER 200A BUSBAR - CENTERVILLE,MA 02632 TEMP=-Icc ; r�__ - 2.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED -' ON ASHRAE HIGHEST MONTH 27.DRY BULB I I' • • I UTa1VIf1y TIRd: TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR.TO 1 I INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP s:rC PROPOSED 936kW' - !r� J - "BOA UNFUSED r 3J 2005 ASHRAE FUNOAMEN TALS 2%DESIGN ,I PRW�RON SOLAR SYSTEM TEMPERATURES DO NOT EXCEED 47'C IN THE UNITED ��em��wmn�, DISCONNECT STATES(PALMSPRINGS,CA IS 44.I C). FOR LESS THAN �'1 L - rJ 40V 10 INVERTER 61 D '. 9 CURRENT-CARRITNG CONDUCTORS IN A I _u+ Dr w T Info mal o ROOF-MOUNTED SUNUT CONDUIT AT LEAST 0.5'ABOVE i- --- o NG CA o/,u/zois ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE .. �.,('_ I DP er, n'na l e M m OF 47C OR LESS(ALL OF UNITED STATES). _ � 4. PHOTOVWTAIC POWER SYSTEMS SHALL BE 1____ e a C PERMITTED TO OPERATE WITH SYSTEMS SHALL - - r —T -- --- - •� eaeeee - C L1 N i J $stern Information. PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER -' -r I P 0 d 0 OJ I' TO ALS a EJ 1 9.3Pkw ._�-�� ._ eeeeeo NEC GSO.JG I EXISTING MAIN BREAKER SQUARED �. ______J D L le'UlE U2U" is 5. ALL EQUIPMENT'INSTALLED OUTDOORS SMALL HAVE LOAD CENTER PN: D222RB L_.__-____-1 .0 otn E1'11- '�- 2pa0A BACK FEED BREAKER DD JLE SPE T:M?60 PDu5.oa A NEMA J RATING. - NEC 690.69 - _ - UTILITY r:,An P.:N'l: .n15T.lP. ' CAL CULA f1ONS FOR CURREN I CARRYING , . UTIOI'E AO:T CONOUC'I ORS _ U'D I'li-El, `i?-6; REQUIRED CONDUCTOR AMPACITY PER STRING - OEAL rYP[.i ,U.v NOVA [NEC G90.B(U)C U} (15.00-1.25)1=18.75A - - AWG q10'GERATED AMPACITY P.+I✓tUDl1LE SiY:CIEIUTIUIJE `' AMBIELJT TEMP: 55C,TEMP DEBATING FACTOR: .76 rRINA 260!T.M-2G0 FOOS.oE) RACEWAY DERATING-4 CCC: 0.60 - Rev.NO. She.D1 (40T.76)0.80-24.32P. 2C32A Z 18.75A.THEREFORE WIRE SIZE IS VAllD 'Inu 30,E �P� 33;. kP�HWN^GECTOFnIETINDDRDDNDFCD �P1 PV - 3 TOTAL AC REWIRED CONDUCTOR AMPACITY 32.00A-1.25=40.o0A _ E 3/4•ENIT w/2 ue THV-2,10R-N 2.1410 JHr.N.2 GROONG AWO 7i"E,.IT'w14410THWN Z I Ha tNWN2GPOIJND QB.DERATED AMPACITY - . AMBIENT TEMP: 30C,TEMP DERATING: 1.0 INVERTER Nl-SEW100AUS - nri S D y/4"EMTw/a.p!piNv+t4?,1HaiHW'N?fPDVIJDRACEWAY DERA.TING 3 CCC: N/A DC AC 55A•I.0=SSA 3S Po/I IJO E 37a'El:t 55A=40.00A,THEREFORE AC VARE SIZE IS VALID ,m ?,�0 o t x� r / "� E pt?P{.4 t/8F PE O:V C 6CY DTO HI00./tF.��ND P:•Its CALCULATION FOR PV OVERCIIRREN1 PROTEC—N '✓oc ��SOLAR TOTAL INVERTER CURRENT: 32.00A Is.: 3G Vr.om 2a4 - 32.DOA-1.25 m 40.00A -->40A OVERCURRENT PROTECTION IS VALID 2211 AIIenwneJ Koad a]>�i97297d Y.'ill,Ner•I�i,cy DJi lO w:i'riniy�+U•_en� I , Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President May 29,2015 Centerville Building Department Centerville, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existinq roof framing: Conventional framing is 2x8 at 16" o.c.&13'-8"span (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 24.5 psf snow live load(35 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Michael Thomas, 12 Duncan Lane,Centerville, MA This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5/16"x 3'/2" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile,more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3B-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC Richard n P.E. Massachu ` P.E. License No.49993 MECHANICAL ENGINEERING CIVIL ENGINEERING ELECTRICAL ENGINEERING O���P�TH OFM�S 45 S 9 Zv R1CHARp �yG U GORpp B• N MENo ANICAt N M CH O� STEREO �Q �J,%NAL ENE,�C�' rs INSTALLATION OF N E W R O O F MOUNTED oUNCAN LANEe 9.36kW PV SYSTEM N' 12 DUNCAN LANE F E CENTERVILLE, MA 0.2632 ' Issued J Revisions .,.p'm+N F b e. (r1 VICINITY MAP SITE NO. ULSCIIPTION`w DATE SCALE:NTS - J - Project Title: THOMAS,MICHAEL . •„ - - TRINRYACCTO 2015-S0297 y I - Project Address: • - 12 DUNCAN LANE ,. • - - , _ . , CENTERVILLE,MA 02632 GeNe'RAL IIOTEB GEITERAL NOTES CONTINUED GENERAL NOTES CONTINUED AUBREVWTWNS CON TINUED SHEET INDEX UNCTIONCOX PV-1 COVER SHEET W/SITE INFO&NOTES �D-mng Tiue. t. INEI 'TAUS110N GGNTHACTOH ..IS . 'IHE OC VOLIAG nt FRC THE PANELS IS t4 a!CJRfiLNT{ftEVAllI lG UTILITY Cl:111. JTHOUSAND CIRCULAR MILS RESPCISIBLE FOR INSTALLING ALL A_WAYSPRESEN AI'THEUC COMPANYS ECIFICATIONS wVA KILC-VOLTAMPERE PROPOSED 9.36kW EOUIFAIENT AND FOLLOWING ALL D-CONNECT ENCLOSURE AND THE DC STANDARDS AND REOUIREMENTS PV-Z ROOF PLAN Wi MODULE LOCATIONS UIREGTIONSANO ING(R JCTIONS TERMINALS OF TIIC INVERTER DURING Y15 1NIS BE 1'OF PLANS HAVE EEEN 'IV IaLo-r�an SOLAR SYSTEM cC14TAMEDINTHFDImWNGPACr GEATJD DAYLIGIanuu PS.ALL PERSONS PFEPAREDFORTHEPURPGGEOF wH JNa nnou? - PV-3 ELECTRICAL 3 LINE DIAGRAM INFORIAATION RECEI"JCO FROM TRINITY. -WORKING INCH INVOLVED WITH THE MUNICIPAL AND AGENCY REYIEW AND A1G5 MNJN CIRCUIT BREAKER 2.THEINSTALTARONCONTRACTORIS PHOTOVOITAICSYSTEMAREWAP,NEET PPROVAL.THIS SET OF PLANS SHALL' Drawing InformatI0n (fE P'NSIBLE FOR IIISIALIING ALL I FAT IRESCLAR—DULESPRE NOT BE UTILIZED AS CONSTRUCTION MUP MAIN DIETFIBIITIUN PANEL- - Epl11PMENTAh'DFOILO"AINGALL ENERGIZED WHCNEVER I'HEI'ARE DRA,VINGS UNTIL REVISE TJ TU INDIC TIE AMILO IWN LUG ONLY • - D vN�CA1'E 6/iG/'tGI? DIRECTIONSaf+D Ir.STRUCTIOII CONTAINED EXPOSES TO LIGHT. 'ISSUED FOR CAI Tr UCTIOII'.._ TG MOUNIED - _ O 11 BT. 'n!N MTG MOUNTING 11 EQUIPMENT' I MET' NTEIIA'.UAL ?. ALL PORr1rAICS SYSTEM Sf 18 ALL InFORAI TOR 0USE(OUST BE N NEUTRAL ' - � EV SEO(fT: B.THE INSTALLATION CONTFA.CTOR IS PnOTO\/Dl rnlu S'bTCN1 aHALl BE CERIIFIEU PRIOR FOR hEC nANONAL ELECTRICAL CEDE n ESPONSIBLE FOR READING AND MARLED CLEARLY IN 4000RDANCE tvITH CONS FRUI ION ACTNITIES NIC NA IONPUNTRACI UIIDERS IAIDVI(ALL URAVI G. HIE NATIONAL ELECTRIC CLUE ARTICLE - COMPONENTANEINVERTER I MANUALS F,50. - n0✓: 'UMBER .$stem lnformaUon: FNIC L I151'.,LLA 10 THEINSTALLATION 10. PRIOR TO THE INSTALLATION OF THIS A" EVW'NOIIS NTS •OI TO SCALE S STEM$ZE 9.:BkW COI.THACTOP.ISALSO REQUIRED MAV I." PHUIUVOL Tf,IC SYSTEM 111E OCT O`,EI2 CURREN T PROTEC I'ION r DI IOU JLE CfiJ tJl N3 AMP MrERE P POL PULL PLLC fIPON[NT b'MCHeS IN THEOFF INSTALL AT ION CONTRACTOR SHALL AC L EF NA 114G CURREN I' P6 e0X - JC If5'u EG, Ifif 'c0 r POST ID \I ID FUSES REMOVED PRIOR TO ATTEND APRE-INSTAJLTK)N MEETING AL ALFL"HUM • - A iPE '.I riO1.1EF TH-IF lST AIION OF ALL FUSES BEARING FOR THE RI,YE" T111 1NSTn LA:HIN PH PHASE "I'TEFIC/JM(`JNENIS, PROCEDURES SC-IOULES SAFEI YAND A ASOIE FINIS P'JC POLY VINYL CHLORIDE LDIIDIIIT U(II i CC+41 Y 'J5T 1 4 f ASUVE FINISHED FLOUR PNT POWER 4.MOU THE ITICTOVOLTAIC INSTALLATION PRIOR COORDINATION.THE , L'YACCI" iJG?GM120026 MOl1NTEU RARE INbTALIhT10I1 t1, PR OR TO THE SV IBM STANT UP THE AEG ABORTLAN WIRE GRACE GE pTI DU�1M'lIY _., CO TWCTOIIGIIDULDHAVEANRNIVUI.IOP 1HETALLATIONCOITRACTORS HALE AVG af.1CRICA WIFE GAUGE RNS RIGID GALVANLED STEEL - • V 1 L" VETL 4. 22BG05I ONE FLFCT ICIAN l4FIO HAS ATTENDED A ASSIS T IN PE RFORNINGAL TNT I IAL C CONDUIT CGENEMCTERMOF S SOLI NITLUIRAL - IFAL'TYTT SUNNCJA EOL:J11''HOTOVULTAIC INSTALLATION HAFONV5RE C-ECKS AND DC WIRING nACE':JAY,PROVIDE Pb JSYJSD SWITCHBOARD Y COURSE ON SITE. CONOUC T IVY IYCHE(:tt5. --' bF'ECI:IEIN 1"P T"PICA' - G.FOR SAFETY ITIS RECOMMENDED SY THE 12< FOR THE.PROPER\1AINTENI+.NCE AND ra COMER II.ER BOX t1.01• UNLESS UTHrRTA SE INDICATED- - IAANJFAGTU'G1NA1'IH INSIALLAIIDN ISOLATION GF-FIE INVERTS REFER'TO „Kl CIRCUIT .VP `NEATHERPROOE CRE.V IVvaYS HAVFA.AVIARY tOFTWO THE ISDIAIIUNPROCIDURI'SIN IHE C CURRENT—NSFORMER XFNIR IRANSI ORFILR ROv,N(, $heel PERSONS 110-1N5T-1 N"ER AND THAT OPERATION MAFUAI CU COPPER .72 M-UNT 72INCIFIES rODOTI'UNI ' EACH OF I'HE INSTALLATION GREW 12. TRc LOCATION OF PROPOSED ELECTRIC 1)C DIRECT CURRENT OF ABOVE FINISHED FLOOROR MEMBERS BE TRAINED IN FIRST AID AND AN;T'ELEPHOT U rILITIES ARE SUBJECT DISC DISCODRA.INECI SWI CII (ifiADE - CPR. TO.INAI APPHOVAL OF THE UI DRAWING b.I ISSOLARPHOIOVOLTPICSVSTEPIISTO \PPROPRIaI'E UTILITY ppI:I I'•nNIEa All. EC ELECTRICAL.METALLI TUBING - - EPF ELECTRICAL METALLIC TOEING BE INSTAL-LLD FOLI.UI'IINf..THE D' ERS, FUSE FS 1'UbIBLE S`A'IICM CONVENTIONS OF THE NATIONAL ELECTHC 14. ALL MATERIALS,WORKMANSHIP AND FU • - - CODE NY LOCAL CODE VVHIC MAY CONSFRJC ION FOR THE SITE G U ELSE - - SIJP R EDE THE NEC MH.L GG'E-. IMPROVEMENTS SF--HEREIN SHALL GE, GROUF,D F Ut T INT[RI1UT'II:R T ALL.S1 TrilrONIPONENTSTOBE eEINACCORUANGE IIH DI IR-OUENC ICICLE—ER INS TA LIED VIIH THIS SYSTEM ARE TO BE A)GJPRENT PR !IIING MUNICIPAL SECONUI 'UI LISTED.ALI.EOUIPI IF 1 WILL BE NENIA ANDIOR COUNTY SPECIFICATIONS. - M _ SROUTOOOP,RATED UNLESS'INDOORa STANDARDS AND RrOU1RT14ENTS nit GENERAL NOTES ' � S O L A R IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER MANTA',PLEASE BE AOV'EED THAT FINAL.EOLIIPM[:NI ANDIORSYSTEAI CHARACTERISTIC'S ARE SUBJECT TO CHANTiL DUE TO AVAILNELIT Y OF EOUIPMENT' 2211 Allenwwd Arad' G]P-i9T-J'iti i�Jlt9 ..•i:l',i, ioNi om L_ 5" NEVJ PV SCLA R I.KIDULE T'PICA! U\IF2;.(.CLAMP - IJO.I. (REFER To EOUIPMEN I SCHEDULE - ;+-e+v[r rNx lxxrviy FOR SPECS AND OUANTI IEE; 5 NEW NIOUNHNO I.—An ACHMENI SOLAR MODULE SOLAR MODULE POINTS TYPICAL (REFERTO ,. ---_- - ENGINEERIJI+LETTERFORS-1.1; - A JD 15TAILE UNIRAC SOLAR MOUNT U-AM NEW U IRAC BAIL.n PICAL co UNIRAC•L FOOT ONE IAYFft ASI''HALTISHINGL.ES (REFEI.TO 1'IiE UNIRAC .✓csv cs-AEeT FOa eFT.iLsr CODE-CONII IA fIN TALLA TION - (sLF EvwvEE•+S�iTLR cnsPECA S'UNMOI]C1 H ASI LING _ MANUAL FOR SPECS AND DETAII'7i 1;[ _+ F4r LE APOC SEALANT l� NEYIF I.TY ICAL (REFER TO THE UNIRAC CODE-COIIEUANT IHS FALLATION MANUA.32 FORDPECEAr:D - c2v. SOLAR MODULES SHALL NOT ---_-�-_4 -- UETAILM - EXISTING RAFTER EXCEED PEAK HEIGHT. Co ' NEW N111i CLIP.T,F'ICAL fze cu TO ENGIxiczS LcFTeu' F<c6A.ru01fj (BETER TO THE UNIRAf. CODE-CONIPLIANT WSTALL ATION MANUAL 3;'G 5 FOR SPECS AND nATTAChIMENI'&CLIP DETAIL_ DETAILsr - nPV MO D'JLE ATTACHMENT ON ASPHALT SHINGLE ROOF HEIGh1T FROM GROUND LEVEL TO PEAK OF ROOF SCAT E'.NOT TO SCALE NOTE.FiEFEIt TO MODULE SPECS FOR SCALE NOT TIiSCALE'r1pT TO SCALE ACTUAL LIODULE DIMENSIONS - Issued?Revisions BACK NO. L'ESCRI41'ION DATE • THOMAS,MICHAEL a ' - V I'RINIT'(A!%=I'U:'2�J!>>J"+_'•% ProjODt Address-- 12 DUNCAN LANE CENTERVILLE,MA 02632 D,.WiFq Title: - • PROPOSED 936kw ' - SOLAR SYSTEM ` _ ^ D awing Information 5/30/2G! !"IIJ S a:', PEA Y: ' System Infor—tionMEW 1 O Al'UI'LI E U.3okVd - .. _ D mD emuTr 30 . - 1111DILF,11 ljA, • e LC D L..SPL I: G-FD'3 U3 rL OI Ir ris ur N"Ac.r'; F.3e S110 UD IITIUT'r N1ETEF P, "—i"t ^ DEALTYPE; SUNNGVA LIALLEOA-EI"11 SHALL BEINbiALlEOINACCORS!AFC,E WITH IHE - • " Al.LOUACrIJR[RUIPNrEtL Sit)LIBEFIA Cn0[IT LJ ALLOUT00012[fiUIPN1EIJT SHAILSE RAIN iICIIT WIII AiIIJIMIIM IJEM1tA:iH TtATiNG' FROIJI - 3JAlLLOCANONShREAPPP.Onrh+.TE AIVD RE!)JIFF FIEI.G VERIFi Cni!CfJ. _ 4J ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY V41LL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE ARRAY SCHEDULE SYMBOL LEGEND - PLUMBING SCHEDULE EQUIPMENT SCHEDULE R1. NEVJ END CLIP,YPICA I.!REFER 10 FEE UNIRAC a" SPEC U ARRAY DREIJT.ATION=1%?• ® IARRA SCHEDULE ULE FQGNICRE IR MATIO INDICATES NEWOUT IITILITi DISC•JNNECT TO BE CODE-CGLIPLI IT INSTALLATION AIANUAI_ ARRAY SCHEDJLE FOR nI(iRE WFORNfPTION UD PJSTALLEOOUi51DE ❑E ADDULL""PITCH SECTION 3.2.5 FOR SPECS AND DETAILS) TRINA E601TEIA 2o6 PO15.GE) I S_ • INGICATf NEVPV SDLAR MODJIE RED NIODUI E5 NEW IAID CIIR TYICAL(REFER G THE HNR.0 I 3EJ6GUA:U3 ART-ORIENTATION-1?'• I.I I'DIC-1 EXISTING NCTER LOCATION INDIOATF PANE.D i111T IJSE MICRO OVERTERS. ® CODE-CONIPLIANT INSTALLATION'MANUAL I:MJDULE RI'CEI 2. REFER TO EUUIPMENI SCHEDULE FOR EFEDS. SED'IION 3.2 FOR SPECS AND DETAL�I O"IlHER OBSTRUCT-IONS nTH n i - INDICAIESEY.ISTING ELECTFICALPANEL I-ICAHISNEWPRODUCTIDNfAFTFRTOHF NEWUNIRACHAL,TYPICAL EP LOC.AIION 'J ElK(lFNT I' I IN STALLEDOUI'VDE. - (RLFEfi TO THE UNIRAC COOL'O IP1.14NT �r-� INSTALLATION FINUAI.FOR SPECS,AND DET41L3i S O L A R INDICATES.- IX14NDISCONNECTTOOE: L INDICATFS NEIYINVERTER TO DE NE'.VMOIINIING FOONATIAGIIMI:N1'POINTS . E2'IIAIIenwo:A kead tlni9)_YTY. GROUPED WITH MAIN PPNF,L IN STALLED OLRNDE. TI"PIC:U.. (HEFEIt TO ENGINE~"ItIrJG LETTER FOR W311.Nr•;'Ie,�eySi i'IS .n.�w.liini�slaEc;xn REFEP TO EGUIPFAENT SCHEDULE FOR SPECS. SPACING ANG DETAILS) �, r _ '. - EnJ er I_ircnsc Helder: k Charles P Bonicker z h'n ty Heating 8 Air, MOUNTED '.• ___.p, - _.__i . -Inc OBA Ti-pity Solar s.x-R f:noDULE_Mour:rEDio l?' UNDER SOLAR MODULE 2211 PII[nvOOd Rd Wall,NJ 07719 )OP N2 REN'S zoOW MODULES W/1 SOW..EDGE P rA PER MODULE NI CC90.3i 1&5 LCIAWEEF TCI1J - B•,xB• _�-__ ..-----------.__-_---.-_._--__�--.;__�.-� 25 P1H!.Cr 16 MUDDLES IN SEPIE.3NCTION 5V.»d ----- ---�-- JDNDTION --- fi^x6^ -- ---, '+ \•T Ef '2 STRINGS TO RE TERMIJ=.TEGIN PAr..^llEL IIJJDE IMIERTERS '. BOX - - 80% L I ' - 1 Issued/Revisions I l MD. DESCRIETION DATE ; � Prt)ject Title; - ` I THOMAS,MICHAEL _ ADPAV CIRCUIT'W IJiIN4 NOTES - ' ~ - I i'R NIT'A'�Tr 9:2015 I COMPLIES YIII'H 2O11 NI:C ^ - - _ < • _ • GFCI'RECEPTACIE ' PTO)OCL Adnre55: 1.))LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON EXISTING IpEZ2 BREAKER r - ASHRAE MINIMUM MEAN EXTREME DRY BULB 120/240V 240V 14 is/2 NM CABLE - I TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO UTILITY I-I 200A MAIN BREAKER - - 112 DUNCAN LANE INSTALLATION LOCATION. LOWEST:EXPECTED AMBIENT- METER 200A BUSBAR - - - TEMP=-IGC CENTERVILLE,MA 02632 2.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED I Title: r ON ASHRAE HIGHEST MONTH 2%DRY BULB Drawing- ' " I TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP PROPOSED 9.36kW 33'C _J • 1 PRODUCTION BOA UNFUSED SOLAR SYSTEM 3.)200S ASHRAE FUNDAMENTALS 29 OESICN �.I METER r DISCONNECT INVERTER•kt D TEMPERATURES DO NOT EXCEED 47•C IN THE UNITED - 1 _ STATES(PALM SPRINGS,CA IS—M). FOR LESS THAN - _ . r I l _ - �V lq Crawn lnfotmat— _ e I��e�ssn�ms 9 CURRENT-CARRYING CONDUCTORS IN A ROOF-MOUNTED SUNLIT CONDUIT AT LEAST G5'ABOVE - - - f ( ROOF PflD USING THE OUTDOOR DESIGN TEMPERATURE OF 47'C OR LESS ALL OF UNITED STATES), - e J• f^ 7 7'I I a I�• J aEJI5EG 6Y: 4.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE f ^ r _ _ B III _ S Sleet Inform)t On. PERMITTED TO OPERATE WITH UNGROUNDED 11 ---"'LLLiii—i:J ooeoee I PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER (Al C--""--"'"� 8 0 --_-- I ' ��4+JJ Io a srSTEr SI .3o�v NEC 690.35 • - '' I TOTALNODULELOU I 6 EXISTING MAIN BREAKER SQUARED ` �.I LOAD CENTER PN: D222RR - _J O[U[;UEC RN,— - S.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE --�— 2p40A BACK FEED BREAKER - - oG iPE i.r U'ti voos.9e A NEMA 3 RATING NEC 690.64 UTILITY WMP.'.rl'r,• lJil'.1P CD T10N6 FOR CUIIREN'I CA11R'I]N(i CONONU ONUf.T TI ORS . � � UUIV I.aG'fEP}: - 123006 t REQUIRED CONDUCTOR AMPACITY PER STRUNG - DEAL FYi'r:: SUNNOVA' - [NEC 6E)U.8(8)(Uk (15.00'1.25)1-18.75A - AWGIDJ O,DERATED AMPACITY P:rr.-L"SFF J:IFICATICNs - AMBT TEMP: 55'C,TEMP DERATING FACTOR: .76 TEIINA_tiO(TSM1261)PU05 Orl TIN RACEWAY DERAG-4 CCC: 0.80 - - Rev.No. Sheet (40•.76)0.80-24.32A _ Imp E:S 24.32A L 18.75A,THEREFORE WIRE SIZE IS VALID 306 3 " T9 E'XIETING.-O"DFU TOTAL AC REQUIRED CONDUCTOR AMPACITY JocIS 6,2 'IHWN.2GEC 32.00A•1.25=40.00P. _ 3/4"EMTW/2-11-N-Z ITIOTH-2.:-p IGTHWG—AOUNO AWG#8,DERATED AMPACITY 4"FMt"e:;Ja ui rnvJ IJ 2.LAE TIIWN.?GPUUIaD AMBIENT TEMP: 30•C,TEMP DERA-n C: 1.0 INVERTERRI-SE_76')OAU5 D 6/J^Fn<n'w/J.utu'INwN 2.Ir+L+mGr GROUIJO IJ RACEWAY DERATING S 3 CCC: N/A DC /:_c - 55A'1.0=55P. Imp "[rrt'eJ/2rbrrn`+N.1 F 2S5 7rFJ 3/J .J.}Ju tHWIJ-;rN10'IHWN-2 GROUND 55A'0.00:+,THEREFORE AC WIRE SIZE IS VALID !vnP 3E0 Ic�f 32 - _ /'WI+Lw/r+i EFFECFPEP.6CYJ D'rO MOWIEl AND nTr i n it CA([ULATIDNFOIIPYOVERCLIRRFNTPRUT'F-CTION '/OC SOG 40 �JOLAR TOTAL IN`JEIITER CURRENT: 32.QOA Is< Vr nm inG 32.00Ay1.25 40.00A -->40A OVER CURRENT PROTECTION IS VALID 22tlAllen..e..d l:nad 877-70I-97ti w�II.N..�I�„rv:n;Ib ,uw.raniry.5ol,,i.mnr i N M Mil Ir The SnapNrack line of,solar mounting solutions is designed to reduce total y installation costs. The systems technical r innovations have been proven to drive ., ,, down costs and improve installation quality on more than 350 MW of"solar installations. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient,visually appealing, photovoltaic(PV) K module installation system.Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL.for Roof System in 4 Simple Steps:, electrical continuity,eliminating the need for additional 1)Go to the online Series 100 Configuration., ` grounding hardware, The System's components provide Tool{configure.snapnrack.com) and select. an adequate bonding path which has eliminated the "Yes"for UL 2703 Listed' need for grounding lugs and washers at each module, and bonding jumpers between splices.The UL 2703 2)Identify Site Conditions(Array Tilt,Building Certification ensures that SnapNrack partners can Meight,Roof Type, Wind and Snow Loads) provide the best in class installations in quality,safety, 3)Build array in the online Configuration and efficiency. Tool and automatically generate a Bill of Materials. - All bonding hardware is fully integrated into the components 4)Place order with your distributor.Purchase material for a single protect or order in bulk - No grounding lugs required for modules for additional savings , - Rail splices bond rails together,no rail jumpers required , • Proprietary SnapNrack grounding lug snaps in the rail X channel,no drilling'of rail or reaching for other tools required (One Lug per individual rbw of modules) PatenC Pendir» • uL LISTED PV Mounting System s 2703 r i Slatnle.ss Steel SnapNrack Bonding SnapNrack Standard Pail Sta�rdess Boll WithBoll u th split- u;!.ry SpBcs•Insert Split-Lork Wachet Lack Wa<her _na Snanfirack f+a�nr.utq .Nr3fk Adjustable End SnapNrack �'_t Splice t...,., �.. t:lnrnp tcp Gcnt+.rn, Base t•tid Marne SnapNrack Snaur:raN+.Hnnan��. t:�{r 8of-Auip t Adjustable end =nap.^lreck gtainess -;r^'s"�+ Nit Wtr� clamp eollon, 8ondino Stainless Hardware with BOIt w1th Channel Nut Split-Lock Washers Split Lock SnapNrack Bonding SnapNrack Banding SnapNrack Bonding Washer Adjustable End Clamp MId Camp Standard Rall Splice SnapNrack Graund Lug 10-f AWG Cooper Wile SnapNrack Ground Lug r 'ke', rY Assembly . 5 (ONE REQUIRED PER ROW OF a ridl? MODULES) h o • SnapNrack Bonding Universal End Clamp(UEC)Wave UEC Pull Strap Y }r - u MkUEC Wed 9e Stainless Steel Bolt with Flat Washer SnapNrack Bonding Universal End Clamp Sna�iVtack Bonding Standofl , Clamp Assembly SnapNrack Serrated Stainless A '-SnapNrack SnapNrack Bonding .Rubber Steel Flange.Nut Bonding Channel Nut Rain Collar Channel Stainless Serrated Stainless— Nut tS� l Flange Nut Steel Flaange BOit ._SnaPNrack Y' Stainless SnapNrack �"` 92 Dagree Flange Standoff MITI L Foot Bolt .- ,. SnapNrack' SnapNrack All Purpose M-11 Finish L Foot < Standoff —SnapNrack Base(1-Hole SnapNrack - SnapNrack Metal Roof i -� Base Shown) Mill Finish L Foot Base Assembly L Foot ease Flashing SnapNrack Bonding SnapNrack Bonding SnapNrack Metal ith Standoff Assembly L Foot Base with Flashing Roof Bondinngg L L Foot t Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish •Clear and black anodized aluminum e Mill Finish on select components Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Cales. & Certifications • UL 2703 Certification • Stamped Structural Engineering Reports for all SO States Grounding • SnapNrack Grounding Lug(One Lug per individual row of modules) Warranty • 10 Year material and worksmanship(download full details at snapnrack.com) Snap .Crack- (877) 732-2860 www.SnapNrack.com r F 'NOTES: , REVISION: -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3:PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L'FOOT SILVER S.S.10-16 FT-LBS CAN BE MOUNTED IN -BLACK S.S.7-9 FT-LBS STEP 2; SLIP FLASHING OVER ANY ORIENTATION, Y S.S.FLANGE NUT _RAILS CAN MOUNT TO ETTHER SIDE _ L FOOT BASE AND UNDER ROW X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND - `•�," y CHANNEL NUT SPLIT WASHER - S.S:LAG SCREW T ., r `�_ ram• �j ` '�• � INT WASHER SNAPNRACK MMUM EMBEDMENT STANDARD RAIL I IS STANDARD t' SNAPNRACK COMPOSITION," `.,� `y r" STEP 1: BOLT L FOOT BLASE TO ROOF WITH/ ROOF FLASHING /'i .. - " LAG BOLT SNAPNRACK L FOOT BASE . ROOF DECKING TYP. ROOF DECKING TYP_ .. LASHED L FOOT MOUNTING POINT FOR - .. USE ON COMPOSITION ROOF SURFACES ' // WITH LOW M MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACER S AS INSTALLATION COMPLETED COM LEl'E • SHOWN IN"SERIES 100 RAIL LEVELING" RAFTER To. - _L... _ _ �� ^n��n VaiNSTREAhfE R�YCUFP 1DESIGNER: GMcPtteeters SCALE: DNS PART NUMBER: I�DESCRIPTION: R� !Il(QVp (IlN/r DRAFTER �� --r ; SI DO PEN DOI PEN DETAIL 01,FLASHED L FOOT TO C Rllha - oaTE: 120113 K RAFTER F 1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION: -USE CARE DURING LEVELING SPACER SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS -ix 71�"-18 X 1"LONG 2X j"-18 X 1"LONG ROUGHLY CENTERED BETWEEN SET SCREW e SET SCREW THE TWO PIECES BEING JOINED fi " `' _:•- -� STANDARD SERIES 100 1.• — ra " _r A a¢ ATTACHMENTS FEATURE 3"OF VERTICAL AD]USfABILITY ON ALL MOUNTING POINTS WITH THE USE OF 1"LEVELING r { I sFr 10.5 SPACERS 7.5 i 8.5 i THE FIRST INCH OF ADJUSTA13ILM IS ( ACCOMPLISHED WITH SLIDING DETAIL A i FEATURES BUILT INTO BOTH L FOOT AND STANDOFF CLAMP SCALE 5:8 ST _ { I COMPONENTS P - .. ..��. . Y..f_ r RAIL HEIGHT=7.5" RAIL HEIGHT=8.5" RAIL HEIGHT=9.S" . RAIL HEIGHT f 10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"STANDOFF 7"STANDOFF 7 STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER . ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. _ I FOR A SECOND ADDITIONAL INCH OF HEIGHT ADJUSTMENT ADD ANOTHER LEVELING SPACER. USE OF + TWO LEVELING SPACERS NOT 5. 4.4 5,4 TO EXCEED 10%OF ATTACHMENT POINTS ON 3.4 '`"' , ' L-FEET OR 10"STANDOFFS. ,.. RAIL HEIGHT=3.4 RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4" ABOVE ROOF SURFACE 0 ABOVE ROOF SURFACE 0 ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT DUES OO ACER PLUS FOOT SPACERS N UNDER L FOOT UNDER L FOOT �� ^n���� MAINSTREAM ENERGY CORP. DESIGNER: GmgPr -lem SCALE: DNS PART NUMBER: OESCRIPTION: REV ilJn\\'JI DRAFTER. D Rr� aA�- - S100 D06 SERIES 100 RAIL LEVELING F .. ,•,• .' APPROVED BY: _ 120113 M 4: 'SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION: FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD ' COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED s' ' SNAPNRACK MODULE ATTACHMENT HARDWARE .-SNAPNRACK �^~ STANDARD RAIL �f ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING,UNDERLAYMENT,- ' AND ROOFING MATERIAL,TYP. « SNAPNRACK FLASHED L-FOOT (�� (�- MAIN REAM ENERGY CORP DESIGNER: GMCPIrtetars _ ALE DNS PART NUMBER ��DESCRIPTION:" R� ��� U V Q��UtI DRAFTER D Ryan S100 D01 t: SERIES 100 O L FEET N SHED ^ _..__. oaTE. 120113 SE VERVIEW;O FLASHED APPROVED BY 1 1 solar "* , SolaErEdge Single Phase inverters For North America SE3000A-US /SE3800A-US / SE500OA-US/ SE6000A-LIS / y' SE7600A•US / SEi0000A-US / SE1140OA-US cart, g WaB,�aM 4 4 a The best choice for SolarEdge enabled systems Integrates:arc fault protection(Type 1)for NEC 2011 69o.i1 compiiance{part numbers ending in''-u') Superior�fticieney(9B`�o) . Small lia;•.tweisht and easy to install pn o,oviced bra•,:et Built-in:nodule-level moritorinr; Internet connernoo through Elhei net or Wirele > Outduor and indout insuillation Fixed volt aeF-inv=rt er,DQAC;onversion only P!P-esseinblyd ACIDC Saft-1-v Switch for (aster installation. r . , ,. vd}ar4v.solared�=� us i Sufi I Phase Inverters for North America sola .,i �(..:(.: •.. ..i-.;::r i.is . i) ,.`r't. ,.. _ Si IICCCA: It 2"Ut, t._} 5FEfflu•IL 11 cCCr J>ll`_ if;(.Lti/• 4, rl AC0l+-U; . OU7t=Ul 7n3 Is, NCIVInal AL le,yri Gttpu! e - .a. ,,. •�r +:ax ±•L L'avmr Uc.i t'-tri �t,50 _q, i. ttCt4 A':;kh. - a- AC Out Pin A;IL-$e rJ,111;IJc,I1-t ix—, .183�iC$ 22SVZt - AC Gutput votlzge Min-Nom Wax• f - r � � - ,, �, � 1 - 21i 24C�2En Vac - _ - AC Frecuenr_y tJ'n.-Horn-b1sx." i.p iy..It;HI country -tU',t�.; tr. '_li ( tt Mex CCntlntn:u5 Culpul CurrE nt 74 i ,r,f-,V CFOI n L Iilzndi ity-n,:pn[tor r9t ng Protection,CokI CcnfiBurah'e ihre<holris INPUT ` Recommended Mats.CC Power'• ! - 4]O0 46M 6500 ; 75tiil ;' 9ECG iiacl, 144()C V., Transformer-less Ungrounded Yes Max.Input Volta a sm. Vito om.N DC Input Voltage j ••• �. - 325 LO 209V J 350 p?240V • - _ Vdr Max.Input Current"' ,_• }1 73 .Is 23.5' 35� Atl - 17 @ 208V 1 33 209V I 17 @?2deV 30.5 24DV Max.Input Short Circuit Curren[ , 30 45 Adc Reverse-Pula Protection I Yes Ground-Fauftlsolatlon Detection ! Bt1U_kn5ensill 983 96 98 Maximum inverter Efficiency ( 97.7 98 2 9Il 98 1 CEC Weighted Efficiency 97� 98 97. @2 0V 1 97.5 975 1 97 5�z20dOV 97.5 i ..... 2 µ I <4 1V Nigh[true Power Cnnw•n�lion <2 5 ..._,_--�_' . :� _—_�. ADDITIONAL FEATURES Supported Communication Interfaces Y _ , -_ R5485.R5232 Ethernet ZI Bee optional! _ - - STANDARD CDMPLIANCE Safety ULlJ41,ULL699B(Part numbersending in•-U•! UL199$ CSA 22.2 Grid . i I IEEE1547_ Contw_ction Standards � .. .. 1 ., FCCDan15;.1ass9 •.• ..-_.,:�.;,,: .. - - INSTALLATION SPECIFICATIONS 4 _ ACoutput;anduR s ze j AWG ran&e i 3/4 minimum/24 6 AWG 3/3 minimum j 8 3 AWG DC Input conduit size J'x of strings J •• •• i - 3/4"minimum/1.2 strings/24-6 AW6 j 3J4"minnlum(1-2 strings)14-6 AWG AWG ran � _I ! .P Dimensions with AC/DC Safety 30.5 K 12.5 K 7( I 30.5 x 12.5 x 7.5/ ( in J I 1' < Swt[ch(HzWxOE 77S r;315 x 172 1 775 x 315 It305,. 191 I25 x 1:1 /775x315 250 mm ' Weignt With AC/OC Safety Avitrh 51.2/23.2 S4.7/24 7 88.4/41:1 b i ka Cooling Natural Convection i Fans(user replaceahlel Noise <25 ,•',S� dBA Min:Max.Ooera0np Temperature 13 to 1140/-LS to t6D[,AN versi m 0'"`' to+601 F Range Protection Rating •• • - 'VE MA 3R- ' •,1. AL.Ili.:f..,.,.1_�fw .1 ,i.n•.n•-z•wE.I'm a1�e ._.. -.) :,f_...i t..t_..o.t�•�..... „L.�.. ._ ' . .�� .. ,tl•G� -':Itt i..�.,1�•wl •way.: '^•.1:-�l^.� '.e3 .... ••• ,:,i.',!'T.y tr_ ,. -.vi ]r[e•-�;J1 rn9 T!lusllI:r;•.'Hti±:'S'.i 1•i71•i:li;i.Vl. - - c Jill s . , .. a i L r • • � .[•:J.., �r r PAGE 51 GREAvr= s POWER DISTRIBUTION CU9AL BUG-BITES"' 90'C Insulaticn Piercing Connectors Ut SP Eliminates need for conductor insulation stripping LISTED No taping required after installation For copper to copper,capper to aluminum,or aluminum 10 aluminum applications For use on insulated conductor only . I_PC SERIES NAED CATALOG `Y WIRE RANGE TORQUE CTN EST.SHIPPING NUMBER NUMBER MAIN TAP VOLTS BOLT5 FT-11.85 _CITY }WEIGHT(Its) UNIT 13110 IPC 1002 1i0-8 2-8 - 300 1 16 12 2.63 CTN 1 13107 'IPC 4006 t10-4 6-14 600 1 1.3 12 1.90 CTN 13108 *IPC 4020 4X-2 2/0-6 600 s 25 12 4.08 CTN 1y 13109 'IPC 2640 250-1 n/0-E 6C0 1 30 6 4.17 CTN `•. 13113 IPC 3540 350-4/0 4I0-10 300 1 25 6 4.17 CTN 13114 IPC 3535 350-41C 35C-410 3C0 2 25 6 7.63 CTN 13116 1 IPC 5012 500-250 10-1; 300 1 25 4 2.85 CTN 13104 'IPC 5025 500-250 250-4 Gull 1 55 4 4.06 CTN 13105 'IPC 5D50 500-300 500-250 600 1 75 1 2.64 EA CAUTION 13106 'IPC 7550 750-500 500-350 600 1 75 1 2.62 EA Use Bug-Bites on '600 Volts,balance 30D Vohs((or 480V grounded Y systems) Insulated Cable Only! t Not CSA certified Do not install on bare cable. Dual-Rated GUTTER aluminum ERTAIP CONINPECTORS u� o SP CU9AL strengthHigh 600V 90°C Lay-in designed main conductor remains continuous Tap parallel or perpendicular to main @ GP SERIES _ D _ NAED CATALOG CONDUCTOR RANGE_— APPROX.DIMENSIONS ON)_ CTN _ EST,,SMIPP(NG NUMBER NUMBER MAIN TAP H W L QTY WEIG14Tfibs) UNIT 13117 GP 2' 2-12 4.12 SOL 713 5'8 .1% _24 1.43 CTN 13118 GP 10 110-2 Ito-12 SOL 1 3M 111. 12 1.19 CTN 13119 GP 250 250-110 . 250-6 1'L. 1'1„ 21ir 12 7.54 CTN 13121 GP 35D 350-4/0 350-6 11/., 11/, 21111 6 2-75 CTN For copper-to-copper, 13122 GP Son 500-35D 500.2 1,,, 1'h 31!. 6 3.10 CTN 13123 GP 750 7SO-500 500-2 2 1 1, 39, 3 2.6 CTN copper-to-aluminum, -- -- —- - - aluminum-to-aluminum 'GP2 has sloped screws. Oxide-inhibitor is recommended for added corrosion protection. " 600V 90°C Snap-on insulating covers for use with GP connectors For indoor use Only GPC SERIES NAED CATALOG FOR USE WITH} APPROX.DIMENSIONS fIN) I CTN EST.SNIPPING NUMBER NUMBER CONNECTOR ' COLOR H W L I CITY WEIGHT(Ibsl UNIT 'r ; �,�•., 13137 GPC 2 GP2 t1YELLOW 1 ,. i^!s 1'r�---—�12 0 46 CTN ' 11,10. v;' 13138 GPC 10 GP1i0 t GRAY +' 'r.. �� �•' tiA�i ., 6 0_36 CTN 13140 GPC 250 GP250 P60 0 40 CTN �'�,`�. 1 13141 GPC 350 GP350 I YELLOW 3A2 CTN I` �`f: /f - •1 f 13142 GPC 500 GP530 BLUE r. I UA6` CTN — ' 13134 GPC 750 _ GP750ORANGE 1 •� -1`.'� I u.bs. C'rN _ JJ I www greavos-usa.com 11 Heritage Park,Clinton,CT 06413-Phone H60-B64-4505 Fax 860-664.4546 TOLL FREE 1-800.243.1130(Outside CT) I Mono Multi Solutions t_ �r THE UINIVERS/�L SOLUTION �1 1537 _ MAXfFFICIENCY ti Module can bear snow loads up to 540OPo and 2J rOW wind loads up to 2400Po MAX POWER`.OUTPUT Guaranteed power output . > y ` 10 YEAR Q +30 PRODUCT'WARRANTY High performance under low light conditions + Cloudy days,mornings and eyenings 25 YEAR LINEAR POWER WARRANTY /'t` independently certified by international cerfificotion bodies Fn ir.ried rn 1W)Gina sell-a a•. icol!r -_.-.. _...-- r..-_._� .._;-:.. ...�____. i'Icg�N�J>�•5��:,-:,ro_Ir-•5�:.,,,onern. Ma nu foci ured oocording to In terno lief lal oun l!Iy I�r{t5 -it 1 n Jr n;��! ae-;a J tSl7 and Envi onfrle-'.ril Manogenient 3ystef-"Siandar j7 fm)nn Jid � .4t_._ I .r�', 5 ,.=� (i fl it -- -..)'c r7 5 LINEAR PERFORMANCE WARRANTY ��)'r�'r:'` •irr 5 ,- .. � 5.:�xor nw_•r!,'',I�'::n;y� - Y • i if l P�.+ .�/4J / 1 1 { `� l i I V c {J TSM-PA015,1 DIMENSIONS OLPVMODULETSM-PC/PAOS,08 -.N -Itv0 .tit57?' t>".�'u� .-.~ .�F�-i...``I_...... ElE't4lt::-1 UAIAII51I'- rC;1'FFOS t:' ,. _. A0p .CrY 14.IL'-f-(WO 730 2'5 2,Lt 245 230 F.-c0pul Tcl-,,,roe-P-,1%) Of-! 0!+3 OJ+3 07+3 0N3 n!c>.r.,cm Pc;vc:\'cilcgc Vry(V; SR 3C.' ;',4 ?G i t ..0 �tc:•lox n'Pw.er C.'nent-L..(AI 7.72, 7,61 7319 7.98 P.0 leer•Cll cult 37.0 37.1 27.2 37.3 37.fl `lcUCSe-Vcc Iv; t Shcd Cueult Current-If,(A; 8.2d 8.31 B.37 2.4/ 2.90 Mcdaln ElM1cicncv rsm lS) )d t I4.t 14J IS!7 155 'vcic=:cl yLndcrd Y-ICmdik-5.0 JAk Mere FAO.<-tncatnnca l(0GYr1ml.Cell lemtetc'cre`AS'C; 7SM.230 TSM-2 8 3S TSM-240 1W-246 TSW25 fIFCTIIICAL DATA @NOC1 11 rC/PAO508 PC/PAOS Oe PCR�OS 08 PC/FA05.06 PC/PA05.08 MWOMIM POAWfWI 166 )72 17= 178 :83 MorlmurnFOA.erVata TV) 27.1 27.4 27.7 27.8 37:7. .e4-Qnwcwr Maximum Power Curren?IA; 6.20 6.27 6.32 6.41 6.62 Open Cimult Voltage(VI 33.9 34.0 34;1 31.2 34.8 812mm- 180 ' Shari Clrcult Current(A) 6.68 6.70 6.75 6.83 7.20 flack view NOCr�I=rfbnma1800Wjm`.AmW#M Temperotwe 2M-WInd4,eed lMh MECHANICAL DATA Solar calk Mulilcrizia111ne I56r)Sfimm(b inches) E ' 3 Geil oriento Hon e0 calls 16=101 Module dimension 1650-992=40mm(64.95-39.05-1.571nchmi �.- 2t•D01_)d-A Welgnl 19.5tQ 143.0 lb) Glass Nigh IronsporancY s Iarglassa2mm(0.13lnches) r Proti-0 - 40";"giuminlum alloy -eox P 65 roled I V C11 P,%F,�OE?\'S1000LE f StA-230 PC,'PA 0S.3F Cobbs/Canneclor Photovdllaic Technology cgB(e4.gmm"{OA06!t?Ods•1. IOD(Imm{39.4 intlsec), Ca tnuw,✓ ? 8 ��rta• TEMPERATURE RATINGS MAXIMUM RATINGS NominalOpcmBrgCaN 461C(t2'`I OpwdlionalTemperafuie -40-+BS'C 5 - � TemPerafur*(N(7C0 Maximumiyztem IOOOYOC(Ii.C>/ Volla a 603V OC;UU TttrN9ulurG Cxffi-irnl pt P,w. -0.43#�/'C 3 I x - Lsmp•_folur�Coatficfonl of Vo. •0.32%1C Mac6D4»Fu aRa Nrq ISA u= �' r�mpgaltrre cae'Actenl 011c_ 0047%7-C 43. Y)A't3.AYIT-m,....-.,_..•-,.--.,.- .-l_•v';'r;l IU >n5.1,•i 21;1=a;Gam::., o-'orroo•+cc.�.�rtanh' -01101-;f rVl PACSAGi;VG COYrlfi O't•+'i)Y :(D Jf PV CYCLE R) ( f' �:iil±^-:�:Fnr:nFi-lA::jt:rif.+,l�,�{,.�tr l'�>ri'tJ':11J'ii Gi'^�c Uil:•,..%NTT;:1?:.:_: ^ �- JZi.11 tr i'�i�r.�m;'r'.1 x-:'�„•ru,<.r. .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION _ ��� Map Parcel 0 Application 7(0 Health Division Date Issued Conservation Division b Application F Planning Dept. k Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 42 Village A_,171 Owner l`C' Address Telephone . 73 7.- &'�� Permit Request obi✓ �'�C��✓�D � � I�j ��'.�� Square feet: 1 st floor: existing proposed 2nd floor: existing - proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation m Construction Type 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 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No : Fireplaces: Existing New Existing wo(d/,Loal sto�%e� ❑, ❑ No p g g ,� Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: CI'existing -5 new—_ size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _Other. 9 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No . If yes, site plan review # co Current Use V Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �7 Name /�/ Telephone Number✓y Y 73 ` `15?/— d Addre s/n ��c/���� License # rl�10_ � r Home Improvement Contractor# Worker's Compensation # ALL CO STRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO .L S I SIGNATURE DATE l� l 3 F FOR OFFICIAL USE ONLY - .,. _r APPLICATION# _QATIE ISSUED I MAP/PARCEL NO. ADDRESS VILLAGE OWNER T ' DATE OF INSPECTION: - DAEOUNDATION,510/ FRAME - E FIREPLACE ELECTRICAL:, ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: __ ROUGH FINAL FINAL BUILDING L _ DATE•CLOSED OUT ASSOCIATION PLAN NO. I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 6#0 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: #14 oa?q(;ne\#: L �U 1� Are you an employer?Check the appropriate box:. Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I * have hired the sub-contractors 6. ❑New construction employees(full and/or part.-time). 2.ElI am a sole proprietor or partner-• listed on the attached sheet. 7.❑ Remodeling ship and have'no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. ; employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.�I am a homeowner doing all work ❑ g P myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repa' 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-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing.the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50.0.00 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 of perjury that the information provided above is true r and correct Si afore: Date: C Phone#: O -7 3 7' I�'�� 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 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 Town of Barnstable Regulatory Services Thomas F.Geiler,Director 39- Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us , Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 121Please Print DATE: ` ff -JOB LOCA_TION /�• number street ®k SO 1 �� —� --� llage name home phone# work phone# CURRENT MAILING ADDRESS- A2 jQLA&_.1jA.,'P city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) ' The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proce and re quireme iss and th b091 will comply with said procedures and requirements. —Signature of Homeowner•— �'~ 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 LC:\RevisedO53012 our community. U sers\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\QRE6ZUBNIEXPRESS.doc c r . °FTME Tay, Town of Barnstable Regulatory Services `miE Thomas F. Geiler,Director Mass. 'giro nw'�' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section t, If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS 6/2012 I Home Your Pool Above Ground Pools and Packages 30 ft A 5 ft Oval 52"Deep 2013 Cayman ? Pool wiLiner You have no items in your shopping cart. 69e 0 �y Twget 00 E+ 1T Online Only r ATa1liMfmn1h4,Om SUM& . 1 t. Regular Price:Sa,„�- # 15x30 Boulder Swirl Overlap Liner-Oval 2 : Sale Pricer . »o-. Oty: Price as configured You have no items to compare. Pool - I x 30x1562 Cayman Pool-Oval 4$1 2 Ir 020 Liner- 1 x 1500 Boulder Swirl Overlap Liner-Oval +y S..99 Required Fields Details Item:30 ft x15 ft Oval 52"Deep 2013 Cayman Pool w/Liner �Z features: Pool with Over the Wall Boulder Print Liner Wall Height-52" Walls-Cayman Designer Steel Wall Top Seats-8"Deluxe Ribbed Steel Verticals-8"Deluxe Boxed Steel Tracks-1"Steel Universal Top and Bottom Rails Seat Cover-2 piece Resin Seat Cover Plates-Steel Universal Top and Bottom Plates LAY I' r cM ibvc,�lr Wa http:/lvvww.namcopool.com/pool/above-ground-pools/30x15x52-willow-pool-oval-with-liner.html#!prettyPhoto 7/16/13,4:21 AM Page 1 of 1 12 Duncan Lane,Centerville, Mass-Google Maps https://maps.google.com/ To see all the details that are wshle w the screen,ose the"Prirr 4rk naM to the map w # .s w t, 1 of 1 7/10/2013 4:32 PM 12 Duncan Lane,Centerville. Mass- Google Maps (� 79 T hqs://maps.google.com/ To see all the details that are visible on the screen, use the "Print" link next to the map. OS> 1 H) �`o•n �e�rc � � r z q 1 of 2 7/10/2013 4:38 PM THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM A , I / �(C�"-J L DATA eo . Q TAT t J .9- i PT oo �o JN Of RICHARD DAMES. �l O'lWEARN No. scan O H FQ/S P4' CERTIFIED PLOT PLAN ! -f;2 p ST A 1>1_E' _ M'ASS. tj tic r J. 1_.►;1 I. CERTIFY THAT 'THE ! outic, r,ri.oti-i R. ✓.. OW ARN, INC AL.. RS 77 SHOWN ON THIS PLAN HAS... 13EEN 1348 ROUTE 13 LOCATED' ON THE GROUND. AS _-INDICATED: EAST DENNIS , MASS. DATE: SCALE �3d ' ��� JUB NO.:.��.It q a.3 CLIENT .C�4S�y I 'DATE E61S R. BAN,Q SURVEYOR' DR, BY.: PJ�: SHEET OF T JUL-09-2013 10:27 From:BARNST HEALTH ' 15087905304 To:5083985241 P.1/1 TOWN OF BARNSTABLE Lt)CATION Y _ Sir11VAGF ii — r UTLLAGL-- —ASSESSOR'S MAP iNr_STA PARCEL 1 LLEW&NAME&P14ONE NO. t - SEPTIC TANK: ANK CAPACITY z e j cj - LEAC ING FACILITY:(typ �- -- (s3��) NO.OF BEDIMOMS—3 r vWNFR y PEkTvf IT nAT�>1 / C_C)MPLIANc.E UATF,:. SCp�3L70t1 llLiL 1.Betweph the g Maximum Ad;usted Groundwater.Tablc to the Biittum of Lcachvdg'lraciliiy /✓' _reer ili If wells exist on Private Watcr.S��rply;Well and I.eachtn9 Fay .ty{ T y site of within 200 tect cif lna-thing fatt:ility) r cct hdgc of W-ctland and Lcaclung Facility(if any wetlands cxi within _ 3U0 fcec��t leaching tac'ity) _reef i FTTRNISH1r.)T3Y .� �••�� A', 1 ,4 JU �M zo i y Z�- 40 s i i r 7/15/13 Loop Up Print • Owner Information-MapBlock/Lot:_147 /025/- Use Code: 1010 Owner Map/Block/Lot GIS MAPS 147 /025/ THOMAS, MICHAEL W Property Address Owner Name as of 1/1/12 12 DUNCAN LANE 12 DUNCAN LANE. CENTERVILLE, MA. 02632 Co-Owner Name Village: Centerville Town Sewer At Address: No GIS Zoning Value: RC • Assessed Values 2013 -Map/Block/Lot: 147 /025/-Use Code: 1010 2013 Appraised Value 2013 Assessed Value Past Comparisons Building Value• $ 126,000 $ 126,000 Year Total Assessed • Value Extra Features: $ 64,300 $ 64,300 2012 - $ 206,100 Outbuildings: $ 3,100 $ 3,100 2011 - $ 209,900 Land Value: $ 105,100 $ 105,100 2010 - $ 210,000 2009 - $ 216,500 2013 Totals $ 298,500 $ 298,500 2008 - $ 234,900 2007 - $ 230,800 Residential Exemption Received= $88,785 • Tax Information 2013 -MapBlock/Lof. 147/025/-Use Code: 1010 Taxes C.O.M.M. FD Tax $ 441.78 (Residential) Community Preservation $ 55.52 Act Tax Town Tax (Residential) 1,850.60 Fiscal Year 2013 TAX RATES HERE 29347.90 www.town.barnstable.ma.us/assessing/print13.asp?ap=0&searchparce1=147025 1/4 7/15/13 Loop Up Print • Sales History-Map/Block/Lot: 147 /025/-Use Code: 1010 Il'istory: Owner: Sale Date Book/Page: Sale Price: THOMAS, MICHAEL W 1/15/1989 '6588/013 $115000 DIWER, MARK M &MARY E 10/15/1986 5377/199 $102450 GRAY, RICHARD J &DEBORAH A 9/15/1984 4237/212 $58500 FRIES, CRAIG W 3298/37 $0 • Photos 147 /025/-Use Code: 1010 s • Sketches -Map/Block/Lot: 147 /025/-Use Code: 1010 f}' i t � � As Built Cards:Clickcard#to view: Card #1 • Constructions Details -'1VIapBlock/Lot: 147 /025/-Use Code: 1010 Building Details Land www.tovvn.barnstable.nia.us/assessing/printl3.asp?ap=0&searchparcel=147025 214 7/15/13 Loop Up Print Building value $ 126,000 Bedrooms 2 Bedrooms USE CODE 1010 Replacement Cost $135,648 Bathrooms 1 Full Lot Size (Acres) 0.34 Model Residential Total Rooms 5 Appraised Value $ 105,100 Style Ranch Heat Fuel Gas Assessed Value $ 105,100 Grade Average Heat Type Hot Air Year Built 1981 AC Type Central Effective depreciation 13 Interior Floors HardwoodCarpet Stories 1 Story Interior Walls Drywall Living Area sq/ft 1,564 Exterior Walls Wood Shingle Gross Area sq/ft 3,114 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp Outbuildings & Extra Features -Map/Block/Lot: 147 /025/-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value FEP Enclosed porch-rootceiling 210 $ 11,300 $ 11,300 FOP Open Porch-roof- 48 $ 2,600 $ 2,600 g BMT Basement- 864 $ 18,400 $ 18,400 Unfinished BMT Basement-Unfinished 428 $ 133300 $ 13,300 BFA Bsmt Fin-Avg- 428 , $ 7,700 � $ 7,700 Partitioned BFA Bsmt Fin-Avg-Partitioned 700 $ 11,000 $ 11,000 ' SHED Shed 160 $ 3,100 $ 3,100 • Sketch Legend Property Sketch Legend _ 132N Barn-any2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area (Finished) SOL Solarium BMT- Basement Area FUS Second Story Living Area TQS Three Quarters Story (Unfinished) (Finished) (Finished) BRN Barn GAR Garage UAT Attic Area(Unfinished) ww v.town.barnstable.ma.us/assessing/print13.asp?ap=0&searchparcel=147025 3/4 i 7/15/13 Loop Up Print CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLP Loading Platform GRN Greenhouse UST Utility Area (Unfinished) FAT Attic Area (Finished) GXT Garage Extension Front UTQ Three Quarters Story (Unfinished) FCP Carport KEN Kennel UUA Unfinished Utility Attic FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUS Full Upper2nd Story (Unfinished) FHS Half Story(Finished) PRG Pergola WDK Wood Deck FOP Open or Screened in Porch PTO Patio www.town.barnstable.ma.us/assessing/printl3.asp?ap=o&searchparcel=147025 4/4 i 7/15/13 Map Town of Barnstable Geographic Information,System New Search I Home I Help Parcel Viewer11 Custom Map IF Abutters Map Size ® Zoom Out Outfl, I JY t U j fl M jIn rR ry I-'+� Map: 147 Parcel: 025 Full —]PG Property 3 Location: 12 DUNCAN LANE Info 147007001 147027 � yj9 p270 y, Owner: THOMAS,MICHAEL W tazoozooz Qg Location Information 147030• Map&Parcel 147025 _ p280 �s � 147028' Location 12 DUNCAN LANE tl285' Acreage 0.34acres 147007003 , Current Owner �1� J f Mailing Address THOMAS,MICHAEL W 'y1 12 DUNCAN LANE (� 14 4 91 a CENTERVILLE,MA 02632 147025 5 rm5 N12 Appraised Value(FY 2013) 147007004 4 Extra Features $64,300 539 $ Buildings Out 3,100 w.. 9... Land $105,100 � Buildings $126,000 � p224 g Total Appraised $298,500 14700005 1a7017?' Assessed Value(FY 2013) -44e - N241 ` Extra Features $64,300 147023"' : Out Buildings $3,100 w r t✓32 Land $105,100 {}t71 '-3 Feet 1470i8 Buildings $126,000 l� 018 Total Assessed $298,500 �.... Construction Detail Set Scale 1" =73 Aerial Photos +` MAP DISCLAIMER Style Ranch -'. Copyright2005-2010 Town of Barnstable,MAAII rightsreserved.Send questions or comments to GIS ` BarnstableMA v1.2.4748[Production] 66.203.95.236/arcims/appg eoapp/map.aspx?properYD=147025&mapparbaclr 147025 1/1 Town of Barnstable Regulatory Services Thomas F.Geiler,Director • a►ntvsT�ats, • MASS. Building Division En►�+A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 026 4 v 2 6:3 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY APARTMENT I, the undersigned, being the owner(s) of property situated at 12 Duncan Lane, Centerville MA, holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court in Book 6588, Page 013, being shown on Assessors' Map 147 as Parcel 025, hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory attached apartment, which contains living quarters,is intended for use as a family apartment,for year-round occupancy. This unit shall be used for a"Family Apartment" (as defined in Zoning Ordinances)which would require compliance with the Family Apartment Rules and Regulations. The family apartment unit must be occupied only by the property owner or a member(s) of the property owner's family as accessory to an owner-occupied single-family residence. Occupant(s)of Main Residence: Michael Thomas Relationship to Owner: Owner Resident(s)of Family Apartment:Irene Morrison Relationship to Owner: Mother This unit shall not be rented as an apartment or as a single room, or in any fashion,which rental would be a violation of the Town of Barnstable's rules, regulations, and zoning ordinances. Prior to occupancy of this unit, affidavits reciting the names of occupants are to be recorded with the building department. This agreement shall be updated whenever a change occurs or every calendar year. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. . �Y,�Y,,i�N .nN�HIjI,,I,I WITNESS our hands and seals this day of .�2 _20 1 k �� N� .,'do e�''• ,,..oy� •.., �y�Y TOWN OF BARNSTABLE OWNER(S) vow ;w= ' :mElble'-rry, ` ,s: Michael Thomas .61 =SSACHUSETT �11111111111�N J Buildinr THE COMMONWEALTH OF BARNSTABLE COUNTY, SS Date a 20 1 1 Then personally appeared the above-named (owner), t Cal a < a. and made oath as to the truth of the foregoing instrument,before me. ) N Public My Commission Expires: EUGENIA BALDWIN gsample BARNSTABLE REGISTRY-OF DEEDS NotaryPublic sa Commonwealth of Massachusetts My Commission Expires .IAMIMV 5 MIA Assessor's map and lot number ..... .................... r-7m TE ypF TO Sewage Permit number ................ ...... 33ARN3TAMLE. House number ...../* �,-)....... ...... MAG& 7**** .. ................................ 1639. a MAj A,. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .......................... ... ........ 57,,z��d /VC 0 .. 31c!�/��� TYPE OF CONSTRUCTION ............t :qoW...... .......................................................................... ................... ......19&. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according/to the following information: Location ............/ q�.... ... ..............................I......... .. .................... 0 r /V........Proposed Use ...............1-1��..... . ..................................................................................... ZoningDistrict ...........�z - .......................................................................Fire District ...C...91...C) ........................................ Nameof Owner ...C',fl.-!4w ri.....FK... .........................Address .:.................................................................................. Name of Builder ....... ............Address Z. ................... . Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..........Fq,�.,�.......................................Foundation ...... ..... tz.gt............. Exterior ... ......)�.....3J1.1.0 ..............Roofing ........................ Floors ............. ....................................Interior ........:6 ............................................ Heating .... .. ... C................Plumbing ........... ................... Fireplace ...........Al/.10..............................................................Approximate Cost ......... ................................ 'Definitive Plan Approved by Planning Board --------------------------------19--------- Area ....... ................... Diagram of Lot and Building with Dimensions 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 ng the above construction. Name ..... FRIES, CR&ZG 23456' One Story No -----.. .................................... Single Family Dwelling --------------------------. ' � Location — ...#4.O...l2.. ..I^a.n.e.. � � Cent ' ---------..��������-------�---. � - Owner_......C?�i!CJ...7?�ie�..................... Type of Construction F.r�gl� ^ � � --------------------. —' ' � � Plot Lot � ' Permit Granted � ~~'~ of Inspection^ � vu/e Completed ` ' . PERMIT IREFUSED � -----. —,---- -.. -- � . . � �.--�.-- lg ' -- —._—. _. ___. __`__. ' P . . - � -------------------^------- � � � ---------.-----...~—..--.--..~—. � ` - � � Approved ................................................ lQ � -------'------'—^--^--------' ' � ...............— ......... ............................................... . ` ^ TOWN OF BARNSTABLE `�. •e Permit No. --------------------_-_----_ Building Inspector I�11JT11L ...� �; Cash ------------------------ .bo ejq. �O V0 \ OCCUPANCY PERMIT Bond -.____--- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ........................_............................, 1s__._ ....................................... .. ..................._....................... Building Inspector .. v .. - - 1A 5.00 00 - - ` .iy, •_i # '^ ;x - ,t ilr p,! a _';�, ` s. a t: 73 ^),1'-}"' J __ r:7 Y F, iV i , L 2 �# + L,aT 47: QT %� 9- r , v { i e D v 'JN OF;p9s # `t RICHARD. o. JAME5 OVEARN ' Na. 27971 vs ols T . r CERTIFIED PLOT PLAN MAS S. S. I. `CERTIFY THAT rTHE� i-o c�,a F;T!o r R. J. OW EARN, INCH RL S; Rs ;, . SHOWN , ON TH-iS PLAN ' HASH BEEN - 4. 1348 ROUTE--I34 r LOCATED ON ,THE GROUNG •AS INDICATED. EAST DENNIS MASS. Y D ATE 9 'i SCALE• �� J s TJOB N0. a CLIENT C�Sy DATE E G IS R �LAN. SURVE4YOR DR. BY : F SHEET >. Assessors map and lot number r t'. y THE Sewage Permit number . .. '/.. ...Yo1...6....... ...............:...... �'.r. "' S�pPpp'�� ,fie, v aSY �S I R`1LLE D 4�t EA4 A4UST • 33AR33TA LE, i T � . �o B Mousy number ..... :..... lc ................:...+.............. ��� 1/�7`}^g CO�rs®✓� AN os�i639'a�e� L� .: IRO E g o MFY TOWN OF `,:B =RN S`TA ` �� � � .� IONS BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO .... �n S.l.!�.0 L '. ....!.:�::.e-u-1....One—�... �' l� 3we(�!?; ' TYPE OF CONSTRUCTION ...........Lxl!q /�..... lL ty?.. ... ........................... ..,.................................. 1 . 14 4 . # L� 5 ..... ......19&.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby a�pp.�ies for a permit according to the following information:Location . �. .... .. .��17...� �,��n. . .� .. ... ..-....:... -n1 -t.......... ... .. / - ProposedUse .........(Dn. ..... Cl i?i.�1�/....... �5.1.4 . ! ././..u:./..................................:.......................................... ZoningDistrict ..........PS....................................................Fire District ... ... ................................................................. Nameof Owner ... 9..zt1.. . .........................Address ...............................................................I.................... Name of Builder .......4 .L/..5. ..1 .....17.'D^�:5............Address .... .......... .... . Nameof Architect ..................................................................Address ....................................................................................... Number of Rooms .......... �.�� ( .....................................Foundation ......PD cc /Z 2 l�O. .L'1 � �............. Exterior ...L P..©.4t t ..... .....s,..�.1..�'i. e;7F..............Roofing .... .... ��1 cS/] �1 -S ....................... %. <... ��.._. . Floors ............ d...........................i........Interior .............?.Y..lf Heating .......... L (n .:...1 [.. l.K/..0......:........Plumbing ........... f�. .. a?a.l.�?....................... Fireplace .............. .... ............. ..........,.....................Approximate Cost .......... Definitive Plan Approved by, Planning Board ________________________________19________ . Area ......1....�T..�................... Diagram of Lot and Building with Dimensions Fee c . .�........................ SUBJECT TO APPROVAL OF BOARD OF HEALTHd � l .\J I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name :%. .c1 '. .... / .... ....... FRI'S, CRAIG Stor �o Perm4t for ....P!Kq... I.........S.inq.1e...Family...pWqj.jin ........... .. ........... ....... .. ...... Location ...L9t...#.0......1.2...P.1AT1QAT1..k.,ana --c-, Centerville . ............................................................................... Owner -4craig Fries ................................................. Frame T ...................ype Construction ........................ ................ .... ................................................. 7,' Plot ...........................Lot' anted .S!�ptember 14....... 9 81 Permit Granted ........... ........ . Date of lnspectioh.q..-/ no.....................19 Date C mplete3i -/..... ............. 191?/ PERMIT REFUSED ................................................................ 19............................................................................... ............................................................................... ..................... . .............................. ............. ......... ti E. .......... ...Appro'ved ............................................ 19 . ............................................................................... not/ .......... i Town of Ba' rnstablib- Building Department- 200 Main Street t IWWSTABLE. * Hyannis, MA 02601 �0 a. (508)-862-4038 Ce" rtif icateof 0 ccuac Application Number: 201104870. CO Number: 20120006 rT Parcel ID:' 147025 '' CO Issue Date 01125/12 - 12 DUNCANLAELocation Zoning Classification:.. RESIDENCE C DISTRICT _ ProposedUse ,SINGLE FAMILY HOME Village CENTERVILLE Gen Contractor: NICKULAS BUILDING CO. F Permit Type: rRC00 a CERTIFICATE OF OCCUPANCY RES Comments: FAMILY APARTMENT FOR 1RENE MORRISON - MOTHER " f` Building Department Signature Date Signed INE TOWN OF BARNSTABLE I B� ' I' : 201104870 * BARNSTABLE, * Issue Date: 09/28/11 Permi MASS, H QpA 1639. ♦ Applicant: NICKULAS BUILDING CO. rFG AAA A Permit Number: B 20112100 Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/27/12 Location 12 DUNCAN LANE Zoning District RC Permit Type: FAMILY APT W/CONSTRUCTION Map Parcel 147025 Permit Fee$ 510.00 Contractor NICKULAS BUILDING CO. Village CENTERVILLE App Fee$ 50.00 License Num 002265 Est Construction Cost$ 15,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADD 700 SQ FT FAMILY APT TO EXISTING HOME FOR IREEN MORRISOMIS CARD MUST BE KEPT POSTED UNTIL FINAL MOTHER TO MIKE THOMAS. ADD 15X14 SUN ROOM TO EXISTING HOUSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: THOMAS,MICHAEL W BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 12 DUNCAN LANE INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER T ORARHLY,O ER NT tEN[CROACHfA7NTS,.ON PUBLIC PROPERTY,NO SPECIFICALLY:PERMITrED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES:AS.:WELL AS DEPTH AND.LOCATION'OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT-DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS,OFANY APPLICABLE SUBDIVISION _ RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). a x �_.<, o ��_ 1, 504 ® i ° ® I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 Sr},gA-r14srt (0-b 111 . 11np� 1 oU' G 're yl 2 (E) 1 z z j 1 j 2 2 J9r3;ij 0 lzY l z 3 1 Heating Inspection Approvals Engineering Dept �J Fire Dept 2 --^ Board of He Ith �. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION k Map Parcel cs Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee �3 • 6Z Date Definitive Plan Approved by Planning Board COW 9 JZk�I Historic - OKH _ Preservation / Hyannis Project Street Address 1Z. Village �c./� �i!� � Owner -® ll7 cr--S opo c��qe Address /Z Telephone 50 737 L ,9,re Permit Request ��s�" Q /.S x/V A,77 1—.4f _1;70 0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new /o Zoning District 94C Flood Plain o VI/ -7 Groundwater Overlay �--� Project Valuation 2 ® v uo 0 Construction Type CU 00 Lt Lot Size I CCU U Grandfathered: Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 20 Historic House: ❑Yes o On Old King's Highway: ❑Yes to Basement Type: ull ❑ Crawl ❑Walkout Other S6,k/e, Basement Finished Area(sq.ft.) 76-1_�, Basement Unfinished Area(sq.ft) i o Number of Baths: Full: existing new / Half: existing new Number of Bedrooms: 21 existing Ynew Total Room Count (not including baths): existing new First Floor�.� '.r oom Count iun Heat Type and Fuel: ()(Gas ❑Oil ❑ Electric ❑ Other Central Air: trYes ❑ No Fireplaces: Existing New Existing wood/coal stover0 Yes�Ilfo Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn:I❑ existing ❑��w size_ Attached garage: ❑ existing ❑ new size _Shed:)'existing ❑ new size — Otheq, QV =c Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes o If yes, site plan review# Current Use L Proposed Use l .,� APPLICANT INFORMATION (BUI DER OR HOMEOWNER) - Name Telephone Number gag �l' Address1(-?CIK License # °- 7_ 6 s� s�����U Home Improvement Contractor# _ZW' ?_ V Worker's Compensation # �K, Z'' �/�� `� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO lqdql�,7 SIGNATURE DATE r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - � 4 MAP/.PARCEL NO. ` ADDRESS VILLAGE } OWNER . DATE OF INSPECTION: I • c FOUNDATION iolmlu f FRAME Skl 9 u I3,b 61 's INSULATION 2111 FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ; FINAL f c GAS: ROUGH FINAL 1 r FINAL BUILDING U �l`I� Z I -• 'S DATE CLOSED OUT 4 ASSOCIATION PLAN NO. P ` - 4..- �ofYNF, -y Town.of Barnstable Regulatory Services BARNSTABLE t Thomas F. Geiler, Director y MASS. $Q;Ei679. Building Division Thomas Perry, CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner Nlap/Parcel: �/''7 02_,S' Project Address bum"tJ LN Builder: The following items '8vere noted on reviewing: nts iv� wl % ] _ It Xot, �70U s-� �-�;»s�• �oatc,r;,w.��• A.S�Q-�L DQ�iwt.vl, I e��► C S L 5 u.ryty y . LEF�I lh�ss�46E Reviewed by: Date: g/Z/ll/ Q:Forms':Plnrvw - I Th_e Commonwealth of Massachusetts y=--- Department oflndustrialAccidents Office of Investigations 600 Washington Street t _ F Boston,MA 02111 sy www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibI Name (Business/Or anization/Individual): Az 1&,f Address: � 1 City/State/zip: �� Phone Are you an employer?-Check the approprPKave Type of project(required): 1.❑ I am a employer with m a general contractor and I 6._❑New construction , eiriployees(full and/or part-time). * hired the sub-contractors_. . listed on the attached sheet. t 7. ❑ Remodeling 2-El I am a sole proprietor.or partner- ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 Building addition No workers comp. insurance comp.insurance. . .� required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions officers have exercised their 11.❑Plumbing repairs or additions 3.❑ I am a homeowner.doing all work myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers'. 13.❑ Other comp.insurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. f am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site inforrnatio�> . t Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Dale:' / Job Site Address: z'Z LzZ ���! �� 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 tinder Section 25A of MOL 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. Ldo hereby certify under ie pai penalties ofper'ury that the information provided abov is true nd correct. Signature: 0%. Date: Phone#: Official use only. Do not write in this area, to he 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 Cleric 4. Electrical Inspector 5. Plumbing Inspector. 6. Other Contact Person: Phone#: i i i ti 0004 _ C Aj - .—Xow,Vol %/Q/� - /1�c%n .� / �t/c/lI G o a -------. 7 I{ 1 7 ' / Q i � _ `c I 1 lip - 't --------------- Aae ��Xc- ------------ I.I . • f 3 � . e." {. ,t. _ _ X ti �F i , _ 1 , i L.D.NICKULAS CO. P.O.BOX 507•WEST BARNSTABLE,MA 02668 OFFICE:508-362-6295•FAX:508-362-5578 / 0 C-R Zq V-7 Zo 0-PI laci i okt go c) oC5 � Official Website of The Town of Barnstable-Property Lookup Page 1 of 2 AssessingDivision Property Lookup Results P p Y , 367 Main Street,Hyannis,MA 02601 w � <<BACK TO SEARCH<< /, 0rint Friendly Owner Information-Map/Block/Lot:147 1 0251-Use Code:1010 Owner Owner Name THOMAS,MICHAEL W Co-Owner Name Property Address Owner Mailing Address 12 DUNCAN LANE 12 DUNCAN LANE CENTERVILLE,MA.02632 Map/Block/Lot 147/025/ Assessed Values 20 11-MaplBlocklLot:147 1 025/-Use Code:1010 2011 Appraised Value 2011 Assessed Value Past Comparisons Building Value: $99,300 $99,300 Year Total Assessed Value Extra Features: $3,100 $3,100 2010-$210,000 Outbuildings:, $2,400 $2,400 2009-$216,500 Land Value: $105,100 $105,100 2008-$234,900 2007-$230,800 2011 Totals $209,900 $209,900 2006-$211,500 Residential Exemption Received=$90,000 Tax Information 2011-Map/Block/Lot:147 1 025/-Use Code:1010 Taxes Fire District Rates - Town Residential C.O.M.M.FD Tax(Residential) $279.17 Bam FD-All Classes $2.31 $8.05 Community Preservation Act Tax $28.96 C.O.M.M-All Classes $1.33 Town Commercial Town Tax(Residential) $965.20 Cotuit FD-All Classes $1.68 - $7 28 $1,273.33 Hyannis-Residential $2.04 - Hyannis-Commercial $3.24 W Barnstable-Residental $2.65. W Barnstable-Commercial $2.34 Sales History-Map/Block/Lot:14710261-Use Code:1010 History: Owner: Sale Date Book/Page: Sale Price: THOMAS,MICHAEL W Jan 15 1989 12:OOAM 6588/013 $115,000 DIVVER,MARK M&MARY E Oct 15 1986 12:OOAM 5377/199 $102,450_ GRAY,RICHARD J&DEBORAH A Sep 15 1984 12:OOAM 4237/212 $58,500 FRIES,CRAIG W _ 3298/37 $0 Sketches`-Map/Block/Lot:147/0251-Use Code:1010 K 1 ?ll OAS 1 4 BMT 2 36= AsBuilt Card N/A Constructions Details-Map/SlocklLot:147 1 0251-Use Code:1010 Building Details Land Building value $99,300 Bedrooms �droom USE CODE 1010 Total Improvements Value $111,533 Bathrooms 1 Full Lot Size(Acres) 0.34 1 Model Residential Total Rooms 4 Rooms Appraised Value $105,100 Style Ranch Heat Fuel Gas Assessed Value $105,100 http://www.town.bamstable.ma.us/Assessing/propertydisplayscreen.asp?searchparcel=147... 8/16/2011 i Official Website of The Town of Barnstable-Property Lookup Page 2 of 2 Grade Average Heat Type Rot Air Year Built 1981 AC Type Central . Effective depreciation 11 Interior Floors Hardwood Stories 1 Story Interior Walls Drywall Living Area 64 Exterior Walls Wood Shingle Gross Area sq/ft t 2,008 Roof Structure GabletHip Roof Cover AspfdF GIs/Cmp Outbuildings&Extra Features-Map/Block/Lot:147/0251 Use Coder 1010 Code Description Units/SQ ftAppraised Value Assessed Value SHED Shed 160 $2,400 $2,400 r _ BRR Bsmt Rec Rm 700 $3,100 $3,100 Sketch Legend Property Sketch Legend AOF Office,(Average) FTS Third Story Living Area(Finished) SFB Base,Semi-Finished BAS First Floor,Living Area FUS Second Story Living Area(Finished) TQS Three Quarters Story(Finished) BMT Basement Area(Unfinished) GARGarage UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) CANCanopy MZ1 Mezzanine,Unfinished UST Utility Area(Unfinished) FAT Attic Area(Finished) MZ2 Mezzanine,Semi-finished UTQ Three Quarters Story(Unfinished) FBM Finished Basement MZ3 Mezzanine,finished UUA Unfinished Utility Attic , FCP Carport PAT Patio Outbuilding Listed UUS Full Upper 2nd Story(Unfinished) FEP Enclosed Porch PTO Patio WDK Wood Deck FHS Half Story(Finished) REF Reference Only WKO Wood beck Outbuilding Listed FOP Open or Screened in Porch SDA Store Display Area 6Print Friendly _ 385,522 views since 4.4.11 Contact ^� Director of Assessing t (Jeffrey Rudziak P 508-862-4022 i F 508-862-4722 8:30a.m.to 4:30p.m. T .Helpful Links to Downloads 1 Abatements f I.Department of Revenue { Exemptions Parcel Consolidation _ i Questions about values Town Land Use Codes r e, Helpful Maps All Town Maps Flood Insurance Maps } - f' Property Maps • {Assessing Division '— !News&Updates 4 Na Related Boards ;Board of Assessors e Owned and Operated by The Town of Barnstable-Information Technology Home I Departments&Services I Boards&Committees I Residents&Visitors I Doing Business I Town Calendar I Phone Directory I Employment I Email Town Hall http://www.town.barnstable.ma.us/Assessing/propertydisplaysereen.asp?searchparcel=147... 8/16/2011 Town of Barnstable Regulatory Services aAxxsrest.� v' uAas Thomas F. Geiler,Director $QED MA'S 16`� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.rna.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If UsinLy ABuilder as Owner of the subject property hereby authorize q /- �Itlof to act on my behalf, lor in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Cc /jam Gc.f Pnat Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:F0RMS:0W FUF—RMISS10N' 'ttte Town of Barnstable try � , yam. o Regulatory Services $� � Thomas F. Geiler,Director rust g Building Division rFDj Tom Perry, Building Commissioner 200 Main•Street, Hyannis,MA.02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number strcat village "HOMEOWNER name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code Tbe 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_ DEFWMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to ieside,'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 constrgcts more than one home in a two-year period shall not be considered a bomeoy er. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsiblefor all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.be/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. ' Signature of Homeowner Approval of Building Official ti Note: Three-family dwellings containing 35,060 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 exm'npt from the provisions of this section.(Scction 109.1.1 -Licensing of construction Supcnzsors);provided that if the homeowner engages a parson(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this rxcrnption 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 Mould With a. licensed Supervisor. The hotncowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her n sponnbilitics,many communities require,as part of the permit application, that the homeowner certify that hrlshe understands the responsibilities of a Supervisor. On the last page of this issue is a form eur"rently used by several towns. You may care t amend and adopt such a form/ccrtification for use in your community. Q:forns:homccxcmpt Nlassachusett, Deimi-tittent of Public S:tl'etc Board of Buildinlf, Relgulations and Standards Construction Supervisor License * 'License: CS 2265 Restricted to: 00 - LARRY D NICKULAS PO BOX 507 k - W BARNSTABLE, MA 02668 K Expiration: 1/18/2012 (.mmii..iuncr Tr#: 14331 `off er Affairs °�`�dQG��"C6o License or registration valid for individul use only .Office of Consumer Affairs&B sines Regulation g Y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _ Registration .:100496 Type: .., Office of Consumer Affairs and Business Regulation _ - - Expiration: 6/18/2012 Individual 10 Park Plaza-Suite 5170 ; Boston,MA 02116 LA�RY NICKULAS t - Larry Nickulas •20 CEDAR ST t _ _ W. BARNSTABLE, MA 02668.- Undersecretary Not valid without signature | 0z ����r+�_ym�� �� ^r~�� �-�_,'~n_�"`��, "-��~^ v ^° r A WC Guide t6Wood Caim���d�xn in High ���»��� �������x� ' ' . _ . . ` �m� Compliance ` � , "�z �v�^mo�w��umum�wum �.uun��x�m�u �v�u ��V��8 ����0�����^�u',/- � � - � �� Check . ` Compliance Wind . � tY ����E �� � � V0ndSpeed(3-oec gust)............. -'---.------''---- MO mph , VWndEj�msum*Cab��o�..-'-..-__--�-___'_--.,-.. ---------_-.-'..._-_--.�B ' 1'2 APPLICABILITY Number of Stories(a roof which exceeds 8in12 slope shall bm considered a story) f ob�hes Roof Pitch'---'--'-'----'-'--'------'--'--.-,r ^) Roof ����������� w*��` �2) �� ---' Building xvntnxx_-''-----------'----'-'-'- 3) ---- LonQth, L --=� 3A Building Aspect Ratio 4) Npm/maHe�nmo, /mxe�upemm0r .--------_.-...--.--(Fig 4)................................................ G'O^ ' 1'3^FRAMING CONNECTIONS General,compliance with framing connections....................OEnblm3)-_---_.-.-_----_-----_-. � . . _ 2.1 FOUNDATION Foundation Walls meeting requirements of78OCMR54[4'1 C° °^==''----'''-------'--'---''-'---'-'_----'-------'''��'''-----.-' Concrete Masonry....-'----_.___-----,-'.--'' ........................................ --_-.- 2.2 ANCHORAGE TO ' 5/8^AnuhorBo�sbnbeddad or 518^Proprietary Mechanical Anchors as an afternative in concrete only. � [[aU�4) Bolt � C� ---- ` �' Boll - 'ncrete' plate.. -_-'----'` �-'--- "` Bo�Embmdnmmnt-nn»oon�--.___'-'_- F� ]--'-'---'— .......... _ -'' -~�~= p9mtm __.____ F� )........................ _._____ _ ` ---_ 3.1 FLOORS . � Floor framing member spans checked ...............................(per 780CMRChapter 55).................................... �-~~ Maximum Floor Opening Dimension................................... ...................................---- ---- Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 8)------..-..-^--.'-- Mm�muooF�orJo�tS�bon�� ` '' -�~=- Supporting Loadbearing Walls or GheenmaU................(F�7).............................................�^� c�. yd ``�-~ ^ Mm�n/umCenb�*�edF�orJo�� - ' ' - ��--� ' -- Supporting------_ ~Walls or___-_.................(Fig~/-_----_---_---.__�`^`�~�v :5 d ` Floor (Fig 0).....................................................-'''--'' -="- rlow Sheathing . (per 78OCMR Floor ---- Sheathing� Thickness .................................................(per/mu ___ ^"^' Sheathing Fastening '-_-_-_( oo�u}.._���nmUm�����]nedgo������o� �4.� WALLS � ' VVeU and Table walls........................................... mndT�b���--.-'---_ . ft :5 20' Wall Stud Spacing ------_�---''-'_----- and le :s 24"oz, WWIStory Offsets ........................................................(Figs 7&8)............................................ ����d _--- 4.2 EXTERIOR Wood Studs / Loadbearing maUm . .~"-^°a°"==" ble End Wall Full Sbzds ^ . ' ^ mxSP Attic Floor ' - Gypsum and x 4 Couvnuouscan��Bma����umcm�.-(+�1g---- . s**tort*r"uss or 1 x 3 ceffing funing strips @ 16"spacing min.with 2 x 4 b locking @ 4 ft.spacing in end joi ' oays�_ Double Top Plate Splice Length ....................... ' - Y 'A WC.Guide to Wood Constr"Clion in High lend Areas: 110 mph:Wind Zone Massachuseffs Checkfist for Compliance(780 CMR 5301.2.1.1)1, Loadbearing Wall Connections Lateral(no.of 16d common nails)..................::......:..-..(fables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails).::..................:..........(fable 8)....................................................... .. Load Bearing W611 Openings(record largest opening but check all openings for compliance to Table 9) Header Spans. ........................................................(Table 9)...............:......_........... Z ft G ih.:s ill Sill Plate Spans .........................................................(Table 9).................................._z_ft4�in.:s Full Height Studs (no.of studs)...................................(Table 9)........'*"*'**"***''***"**... Non-Load Bearing Wall Openings(record largest opening but check all openingsfor com pli'a*'n**c'*e"t*'o*"T*'a"b*le 9) HeaderSpans.............................................................(Table 9).............................. in.:5 12' ...Sill Plate Spans...........................................................(Table 9).......o..............o........... 0-ft 5 in.:5 12" Full Height Studs(no.of studs)....................................(fable 9).......... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................Ip 0:5 6'8" Sheathing Type............................................... (note 4).................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 3 in. Field Nail Spacing..........................................(Table 10)................................................. i Z in. Shear Connection(no.of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing............::........(Table 10)..._.-......._-__-__-_--..--__-.-_--_-........:.. __L0 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension,L Nominal Height of Tallest OpeninCJ2._.,........... a& .. 38' ....................................... � Sheathing Type..............................................(note 4)...........**...*.........****................;...tj-Y--,.O Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ '3 -in. Field Nail Spacing..........................................(Table 11)................................................. I Zin. Shear Connection(no.of 16d common nails)(Table I .....................................Z4, Percent Full-Height Sheathing....................... — (Table li)....................................................c:�(o/0 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Rated for Wind Speed?............................................................. ............................................................... 5.1 ROOFS Roof taming member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................................(Figure 19) ........,....-eft 5 smaller of 2'or Lh Truss or Rafter.Connections at Loadbearing Walls Proprietary Connectors Uplift...............................................(Table 12).............................................U=X 11, p Lateral......... ...... (Table 12).............................................L=i -pff Shear...............................................(Table 12)............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= Gable Rake OuUooker.........................................(Figure 20) ............. 0 ft:5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14).............................................U=144 1b. Lateral(no.of 16d common nails)...(rable 14).......................................L Roof Sheathing Type ...........................(per 780 CMR Chapters 58 an_q 59)............. Roof Sheathing Thickness........................................... ..............................................�&in.2t 7/16-WSRI Roof Sheathing Fastening..................................:.........(Table 2)......................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d.. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2.. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 5u-=V� caK' C07VIT E;/VX 13127 ]/1 r' AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone • Massachusetts Checklist for Compliance(780 CMR 5301:2.1.1)' 4. a. From Tables 10 and 11 and.location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On.two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at.3 inches on center per figures below.:Vertical and Horizontal Nailing for Panel Attachment MM TM EME REM ON AT S'bt ft !1 11 Q 11 iI m It a. Q a1 11 bi 11 ii L ff t 11 , i1 1- H n , tl I Its 4Di1B1.ESGE ----- �.' MLSPACM1IG See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 'A WC Guide to Wood Construction in High Wind Areas:-110 mph Mind Zone • Massachusetts Checklist for Compliance(78o cMR 5301.2.1.1)' oa � CL � r a FRAMMINUMBEM aI Ii SMEWFERMEMME ,r r} r � , XMIR 1 � , STAB 3'MMI. AIAa PAIISIN PAM PR#4�6� � DQ718LENALL,H]GEaPAG�IGDETAL Detail - Vertical and Horizontal Nailing for Panel Attachment r Bk 25924 tr s5 4`63709 12-15-201 1 of 12 = 410 RAW 1 ;.r Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No.2011-052-Thomas Section 240-47.1 -Famtiy Apartments To allow a 1,197 square foot family apartment Summary: Granted with Conditions ' Pefitionec Michael Thomas Properly Address 12:Duncan Lane;Centerville Assessor's Map/Parcel: Map 1:47'Parce1025 Zoning: Residence C`District,GP Overlay District Heating Date: Novernher 9,:2011. Recording Information: Deed:Book 6588 Page 013 Plan:Book 2.52'Page 32(Lot 48) Background In appeal 2011-052 Michael Thomas sought a special permit pursuant to Section 240-47.1 to construct a family'apartment with 1 197 P square feet for occupancy by his mother. Family apartments between 800 and 1,200 square feet may be allowed with a.Special Permit from the Zoning.Board of Appeals: The_Petitioner was'issued a building permit:to construct an addition to the principal dwelling, which included a 700 square foot;family apartment. The addition included a partial full basement. 1111�th this'request, the Petitioner sought to finish the basement and use it in conjunction with the family apartment. The basement:can only be accessed:from jnslde.them.family apartment. The total prOP°8 gross square footage of the apartment, including'the basement,was 1,197 square feet. .. The Petitioner upgraded he septic'c s yste m to accommodate a total.of three bedrooms on the property. There aretwo existing bedrooms;m'the dwelling and one proposed.in'the family apartment. Thsuroey. s dd� sed 12 Duncan.Lanein Cene elos1481'0 square feet in * lie. area. The ro gros: quae foot nch, 2, house`with 864 square feet of living:anea. The proposed addition will be.attached to'the existing dwelling. Procedural Hearing Summary Appeal No. 2011-052 fora 1 Special Permit fora family apartment greater than 800 square feet was filed.at the Town Clerk's Oftice.and at tFte Office of the;Zoning.Board of appeals.on October 14, 2011. A public hearth before the:Zoning..Board,of Appeals was dul�r:advertised and notice sent to ail abutters Irl'accordance with MGL Chapter 411k The hearing Was opened November:9,2011 at. which time the Board'found`to grant,the Sper!al Permit subject to'conditions. Board Members decidingthis appeal were Board.Chair Laura F. Shufe>t, William H. Newton, Craig G. Larson,Alex M. Rodolaxis;and Brian Florence. r f,. r; y 1' _ I Printed:12E15-2011 @T12.43:39 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans# 274' 597 _=__-__----- OPer:CYNTHP Book:-25924 Page 59 Inst# 63709 Ctl#: 639 Rec:12-15-2011 @ 12:41:36p BARN 12 DUNCAN LN DOC DESCRIPTION --- --------- TRANS AMT 1 THOMAS, MICHAEL . ------ NOTICE CountY Fee Surcharge CPA1$2O�00 14.00 State Fee $40.00 20.00 Surcharge Tech $5.00 n 40.00 State/County pg adj 5.00 4.00- Total fees: ------ 75.00 Ctl#: '640 Rec:12-15-2011'@_ 12:41:36p DOC DESCRIPTION ------ TRANS AMT POSTAGE FEE --------- County Postage Fee *** Total charges: 1.00. CHECK PM 4642 76.00 76.00 J , 4 f j; -- C. 1 c� •�y` �4h - 1 l\4 - p - _-- -.«+._`1, _ �..•___.____- _.. -..._.`_ +4 _—T - ._— _ .�..`r.�.—•p - �a-.�..+.r.�_._ _ .�-^_ �A y ..-.-n.,5�+•--^vim ��+�._. -�.,.� ..r...� \ ._�� __. �. � �r� .__ 1 ` - - �a - -- — - - - r, ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �. ® � Map Parcel` 7 Application # a6 IeL ` b Health Division ` Date Issued Z Z Conservation Division _ '.Application Fee - Planning Dept. Permit Fee o20� Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address �� ��e� -7 -C 44-� Village 1� Owner Z -C' Q.�LfAddress Telephone C � Permit Request i f � • V�V - ,VCI Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 6 / rlC _Construction Type_(�iJC�,5c_�, Lot Size R1 ( 3 Grandfathered: Cis ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ n Two Family Multi-Family (# units) Age of Existing Structure �1�e'0 3 Historic House: ❑Yes �o On Old King's Highway: ❑Yes )Qo Basement Type: YFull rawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) �� Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new -F Half: existing new Number of Bedrooms: existing --new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: X Gas ❑Oil ❑ Electric ❑ Other r �� Central Air: A)qYes ❑ No Fireplaces: Existing New . Existing wood/coal stove❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing0'newt size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: :ez.l Zoning Board of Appeals Authorization ❑ Appeal # Recorded Commercial ❑Yes OrNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ' r 5G Z 6 Z Name C� �G/ Telephone Number 11-10 Q Address G License# i J b _ Home Improvement Contractor# zfJo4 Z C, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�� SIGNATURE DATE 2 i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED : ' MAP/PARCEL NO. prw I k • • ADDRESS VILLAGE x OWNER DATE OF INSPECTION: i •FOUNDATION k • + FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL f. PLUMBING: ROUGH FINAL • GAS;, R.�•- •, ROUGH • FINAL -F,LNAL BUILDING ,. 6% f DATE CLOSED OUT r ASSOCIATION PLAN NO. 2 • 4 The Comwn weakh of Massachusetts , Departiisent ofIndustrial Accidents t?,�ice of�nvesfigations . 600 Washington Street Boston,MA 02III wwrt.mass gov1dia_ Workers' Compensation Insurance A•ffidav' it:Builders/Contractors/FIectricians/PlrLrob Applicant Information Please Print Le 'b ers Name ($nsiness/ bn/IndMftaD: \ ^r �f Address: X ��- City/state zi,A 7�./'I r u �.� j � Phone#: 4 1- ,�-- ��O�7 F2. re o y n an employer. Check the apgropria b Iam a employer with 4. I am a general contractor and I Type of project(regt&ed): . ZaL.M loyees(full and/or part-time).* ve hired the sub-contractors 6. ❑New construction❑ a sole proprietor or partner- listed on the attached sheet 7. ❑Remodelingand have no employees These sub-co ntractars have g ❑Demolition working for me.in any capacity. employees and have workers' [No workers'comp.hiq a„re comp,insurance.$ . 9• ❑B nldmg addition 3.❑ required.] S. ❑ We are a corporation and its 10. Electrical❑ airs or. rep additions -I am a homeowner doing all work officers have exercised their myself 1 I.❑Plumbing repairs or additions mys [No workers' camp, right of exemption per MOL insut�ce required]t c. 152, §1(4);and we have no 12❑Roafrepaas employees. [No workers' 13.[]Other comp•ice required.] *AnY applicant that checks box#I must also Mont the section below showing their workers'compcasafion policy inf�ation t homeowners who k thit this affidavit indicating they are doing all work and then him outside contractors must sabmit a new affidavit indicating such Conhactars that cheek this box mast attachod an additional sheet showing the name of the employees If the sob-contractors have employees they must pmvidt their work=,c ���rs and state whether or not thase entities have omP•policy number. I an employer that is providing workers compensation insurance for my employees Below is the p0jir and job site hz ormadom Insurance Company Name: Policy#or Self ins.Lic.# Expiration Date: . Job Site Address: City/StatefZip: . Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration d$te). Fa�ure to secure coverage as required under Section 25A of Ie�ICrL c. 152 can lead to the imposition of fine up to$1,500.00 and/or one ear imp gal penalties of a of up to$250.00 a der y �rrsomnen� as well as civil penalties in the fowl of a STOP WORK ORDER and a fine y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Iuvmtigations of the DIA for incrmmee coverage verification. I do hereby certify under aims arzd ofP�7r�3' the infarmafion provided above is tr and corre . Date: Phone# 2. .001 zcial use only. Do not write in tWs area, to be completed by city or town ofzciaL City or Town: PermitUr-ease# Issuing Authority(circle one): I.Board of Health 2.BuilIding Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: s ........... ................... ....,:.. ,,..._..,..,._, ......I iJ_V_✓���,I!,_d.17.:._.:_....._.:..,.....�--�_.._,a..,,...../._.I,.V�7.. ,�-�..:./.�.;.V VI E LC�..��!.lt.�./�bl._._..._..._,...._..C._.....„_.....,_ ,....,_...__. A.), ........... _...... V _. . .-"0004 / �� f e ................... '004" _�. . ..,. _� v i0Imp a c co a nb-. NIxssachu,ctka.:.De—trnent fit' Public Safct'N• C ' Board of Building Rc-i lations and SUIMLar(is ati�o onstruction Siuper;{sor !_icense R � r License: CS 2265 CK p Restricted to: 00 C r� LARRY D NICKULAS o PO BOX 507 is s✓ W BARNSTABLE,MA 02668 0 Expiration: 1/18/2012 ( numi.ci,nar Tr--: 14331 CD "i Office of Consumer Affairs&Business Regulation License or registration valid for individul use only E r expiration date. If found return to:before the ex HOME IMPROVEMENT CONTRACTOR p Registration: gpp496 Type: Office of Consumer Affairs and Business Regulation ill°� Ex iration: 6/18/2012 Individual 10 Park Plaza-Suite 5170 Is, p. Boston,MA 02116 LAkRY NICKULAS " Larry Nickulas 20 CEDAR ST. W. BARNSTABLE, MA 02668 -- Undersecretary Not valid without signature O ''C DD00 dQ F'THEr Town of Barnstable ti 0 . t Regulatory'Services y AS& Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder Owner of the subject property hereby authorize C�L f to act on my behalf, in all-matters relative to work authorized by this building permit application for. (Address of Job) Sfgm6im of Owner ate -Print Narne If Property,Owiier is applying for permit please complete the HomeownersLicense cense Exemption F p orm on the reverse side... QTORMS:O WNERPERMISSION Town of Barnstable P o Regulatory Services Thomas F.Geiler,Director MASS. Building Division t� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office:. 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS:. ity/town state zip code The current exemption for"homeown rs"was extend to include owner-occupied dwellings of six units or less and to allow homeowners to engage an in vidual for ' who does not possess a license,provided that the owner acts as supervisor. D MON OF HOMEOWNER Person(s)who owns a parcel of land on ch he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attac d detached structures accessory to such use and/or farm structures. A person who constructs more than o ome ' two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the uilding Offic' on a.form acceptable to the Building Official,that he/she shall be responsible for all such work rformed under the building permit. (Section 109.1.1) , The undersigned Xbylas, r"assumes responsibility for compliance with the State Building Code and other applicable codes, es and regulations. The undersignedr"certifies that he/she understands the Town of Barnstable Building Department minimum inspe ion procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner 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. Q:forms:homeexempt " = TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ��7 Parcel Application #�d Sl Health Division " Date]ssued 1 Conservation Division Application Fee _ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address cl Du n c Civt ZRac2 ('e.4 Village C-a-✓l-kr-v i be l� y,O ner 9 "ey Address `lephone si��0C�P-641� Permit Request A e6 /P7 Gi L Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 7A6 Zoning District Flood Plain Groundwater Overlay P-roeetYaluation S , `j Cy `""7 Construction Type s%` Lot Size �^ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 1T 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 Basement Finished Area(sq.ft.) Zv ( Basement Unfinished Area (sq.ft) 0 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (no7Gas luding baths): existing new First Floor Room Count el: Heat Type and Fu ❑ Oil, ❑ Electric ❑ Other _c fT --4 Central Air: m Yes ❑ No . Fireplaces: Existing New Existing wood/coal stove:;-:U Yes=❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑-new ,size- 2— Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: 71. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ��, Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 1 Name. _ t�� ��- Telephone Number �f��-�-7e II Address 5 O 3 fle'Zdv^ r--t"'t-e. License # H C 7 9 67 Home Improvement Contractor# Worker's Compensation # AlL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUREi. DATE �� G Y L G ' FOR OFFICIAL USE ONLY s APPLICATION# DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE i OWNER r DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION: FIREPLACE C • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:,, ROUGH x=_ _ FINAL rFINAL BUILDIN,l- DATE CLOSED OUT ASSOCIATION PLAN NO. s� The Commonwealth of Massachusetts ! ! Department of Industrial Accidents Office of Investigations 1 tlf�'�is - 600 Washington Street Boston, MA 02111 c www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): .01 Address: ro City/State/Zip: ram!• d14 � Phone #:52P4- 41-_2® Are you an employer?Check the appropriate box: FE ' oject(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I ,�ployees(full and/or part-time).* have hired the sub-contractors New construction 2.M I am a.sole proprietor or partner- listed on the attached sheet. t odeling ship and have no employees These sub-contractors have olition working for me in any capacity. workers' comp. insurance. ing addition[No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their ical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I LEI Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t. employees. [No workers' 13.❑ Other comp. insurance required] 'Any applicant that checks box#I 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 their workers'.comp.policy information. 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 andpenalties of perjury that the information provided above is true and correct- Sign e: �oX � Date: /Y— .Zell 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 S. 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, §2SC(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 Iisted below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be 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 proofthat 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. # 617-727-490.0 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass..gov/dia r OMMOIVW T OF.MASSACFIUSETTS r AS A MASTER UNRESTRICTED iSSUES,THE ABOVELICENSE TO , RICHARD !� GREGOIRE RICK GRE:G01R PLBG HTG �. 50 SHAR_O'N 'CIR �Y 55 OSTERVILIE° MA 4026 0:000 5720: 10/28/12 965981 ' 1 Fold;Then Detach Along All Perforations j Company Rick Gregoire Plumbing& Customer Thomas heating Preparer Rick Address 12 Duncan Lane Phone 508-420-3700 Centerville,Ma.02632 Phone 508-280-6400 Date 11-9-2011 This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J seventh and eighth abridged editions and ASHRAE Fundamentals.Duct sizing has been performed as prescribed by Manual D. 1. Design Conditions • @ � • 70 0 70 70 90 20 2.How would you describe the summer humidity in I our area? Very Humid 60 Y �' Y � 3. Volume of building (cubic feet). 10061 4. How tight is the house? Average-under 1500 Sq. Ft. 1 5.Number of occupants 2 6. Overhang Characteristics this section optional) ILI 0 0 0 7. Solar gain through glasses " �40 Double 24 below OH 40 8 Double 52 10 Double. 40 0 10 0 400 34 Double 65 0 34 0 2210 p 0 0 0 0 p 40 Double 75 0 40 0, 3000 48 1152 0 150 0 6762 Mi • Ad .• r;� ,�,�, NO 1 6762 8. Ducts/Pipes Location Exposed to outdoor temp. 1 Insulation R-8 0.08 Duct Loss/Gain 0.08 9.Load Calculation :w o • � 1501 sq :ft • 6762 Double 132 Ixsq ft 0.56 5174 y A p sq�;ft p 0 z � 0 sq:ft 0 Insulated or Storm 23 0.4 644 184' - R-19 1346 9 .. 0.06 5653 161.5 : .. R-38 785 0.026 1428 918 �` • `� �` R-30 447 sq ft' 0.0 . 625 0 0 0 • 0 q:ft ,a p p 0 1" INSULATION; R-5 81 1ui`ft 1.1 6237 0 12911 3689 600 • ltul§� 1200 32674 14968 © 2613 1197 4r35288 16166 - 6841 h o 35288 23007 Basement Calculation w, 434 R' Single 18 0.98 17 Single 9 32 , 288 � 0 0 0 0 0 0 Single 9 90 810 D Insulated or Storm 22 0.4 616 176 R-19 394 0.06 1654 472 R-19 41.6 0.03 873 0 t 0 0 0 0 r , 410 0.024� . 688 0 �< 2870 920 263 _, :• _ � :- 2 300 600 � e �' • ;, 0 • y 4771 2609 487 4771 3097 40060 26105 I ` ^0 39080 26864 1000 195 60 193 146 290 85 567 20 10 0 0 9 • 0 0 0 0 0 0 0 0 0 0 0 0 to 0 0 0 0 0 14 0 0 � 0 0 0 0 0 0 LL 0 0 0 10 50 0 9 0 0 0 0 0 0 0 vo 0 0 0 0 14 0 0 187 50 173 126 212 75 549 y teet4, 185 72 130 253 210 30 0 0 0 0 0. 0 0 0 185 72 0 0 0 30 0 f. " 0 0 0 0 0 0 125 1463 540 975 1898 2100 225 2870 .� 0 0 2 2 2 2 2 1200 0 0 0 0 0 0 D 35 # 265 114 239 336 549 84 1305 189 46 143 218 531 96 256 % : - 4L, A994 367 663 1290 1428 153 1951 3578 1540 3238 4546 7417 1134 17625 r 3553 996 2603 4242 8601 1457 5409 r .x , 132 37 96 157 320 54 201 91 39 82 116 189 29 450 r.y Goodman GMV8070048 furnace 56000 btu output 80%AFU Goodman 2%ton 13 seer condenser Air Bear 1400 cfm mechanical air cleaner Honeywell automatic trunk line zone dampers All trunk to be 26 guage sheet metal Trunk in attic R8 insulated Trunk in basement R6 insulated TKE Town of Barnstable o� F f Regulatory Services �h Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder • , as Owner of the subJect,property i hereby authorize ^C �''C ` to act on my behalf, I in all rnitteis relative to work authorized by this building permit application for. (Address of Job 72 2- � Signature of Owner Da i Pri�t�am C '7 � If Property Owner is applying for permit please com fete the Homeowners License Exemption Form on the reverse side. Q:FORM5:OW11ERPERMIS510H ��of Y�try Town of Barnstable „�. o Regalatary Services Thomas F. Geiler,Director rhea t63g. ,�� Building Division`rEo y Tom Perry,Building Commissioner _ _ 200 Msiri•Sfreet,_Ayannis,MA_02601 , __.. _ www.to wn.b arnstab l e_ma.us Office: 509-962-403 3 Fax: 509-790-6230 HOIt'1EOGF�N LICENSE EXEMPTION Pleare Print DATE JOB LOCATION: number street village "HOMEOWNER": ' name home phone# work phone# CURRENT hi I G ADDRESS: eityhown stater 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. DEFTATITION OF HOMEOSifi'ER Persons)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 fa=structures. A person who constr tcts more than One home in a two-year period shall not be considered a homeowner. Such ` "homeowner"shall submit to the Building Ofcial on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section I09.1.1) The undersigned"homeowner'assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner'certifies that.he/she understands the Town of Barnstable Building Dcparlment rrrinimum inspection procedures and requirements and that he/she will comply with said procedures and rernrirements. Signature of Homeowner 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 bomeowncr performing work for which a building permit is mcruimd shall be exempt from the provisions of this secti0n.(Sec6on ID9.1.1-Li=nsiirg 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" 4-any homeowners who use this exemption arc unaware that they an assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Ueauing Construction Supervisors,Section 2.15) This lack of awareness often mmlts in serious problems,particularly when the homeowner hires unlicensed persons. In.this ease,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 fuDy aw=of his/her rrsporuvbilities,many communities rt quire,as part of the permit application, that the bomcowmcr certify that hrlshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by scvcral towns. You may can t amend and adopt such a fonn/certification for use in your community, Q:forms:homr=rrnpt Home Energy Raters LLc BTorrey @EnergyCodeHelp.com Box 989,E. Sandwich,Ma 02537 888-503-2233 ,. Duct Leakage Test Address 12 Duncan Ln, Centerville MA Date — Dec 1, 2011 Test Type — Rough-In — Total Leakage Conditioned floor area = 1200 Sq FT To comply with Section 403.2.2 Of the 2009 IECC Code in this'home the Maximum duct leakage CFM = 72 CFM ( 1200 /100 x6=72) Duct leakage tested = 68 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Date of Test: 12.1.11 Technician: Larkum Test File: Untitled Customer: Rick Gregoine Plumbing and Heating .Building Address: 12 Duncan Ln Centerville, MA Phone: Fax: Test Results 1. Measured Duct Leakage: .68.0 CFM 112.8 sq. in.(+/-0.0 %) 2. Duct Leakage as a Percent of System Airflow. 3. Duct Leakage as a Percent of Building Floor Area: 5.7 % 4. Leakage Split: Supply Side: Return Side: 5. Duct Leakage Curve: Flow Coefficient (C): 9.9 Exponent(n): 0.600 (Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster Test Type: Total Leakage (Duct Blaster Only) Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC T _- Y � i � I Town of Barnstable CF ZNE 1p� _ o Building Department Services Brian Florence, CBO BALMSMM 9$ Mk8s. 10� Building Commissioner. r ,fi4 Y OF AB ,{$. °rsn r�or" LE 200 Main Street Hyannis,MA 0260.1 www.town.barnstable.maxs E ci }:M 2. Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable4 Family A artment A#fidavit I, being on oath, depose and state asfollows:. My name is (fileHAC-C, < I am the owner/resident of the property located at: The following members of my family will be the sole occupants of the.Family Apartment at the aforementioned address: Name&relationship'to owner: Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notes the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning.Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the event of the sale of this property. If there.is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. .The apartment has been transferred to the Amnesty Program(Appeal No-. } Other Sworn to under the pains and penalties of perjury this �/ day of jqAjWKY 2019. S47- 737-1 d Signature Phone Number Print Name q:forms/famaffid.doc rev 11/08/13 Town of Barnstable Building Department oFt r�� Brian Florence, CBO o* Building Commissioner AMR �MA�SASBLE « 200 Main Street, Hyannis, MA 02601 TO 2 i639. ,�� www.town.barnstable.ma.us wN0¢ viluuV1. Jvo-ov2-4038 Fax: 508-790-6230 ~ Town of Barnstable Family Apartment Affidavit 1 I,being on oath, depose and state as follows: My name is I I am the owner/resident of the property located at: The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner:— � ` (�22 �'u 1V7�7lle5 Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment_has been transferred to the Amnesty Program:(Appeal_No.. ) _Other Sworn to under the pains and enalties of perjury this day of /l'I412W 2018. 7,77 Signature Phone Number Print Name q:forms/famaffid.do c rev 11/08/12 Town of Barnstable Regulatory Services oFIME Richard V. Scali,Director TOW �/{1' �. . N OF S °* Building Division _ . . snfwsTes�. � - _ . Paul Roma,Building Commissionerp. E-4 , 21 0111 2: 16;9. A�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 , W ':O fax: 5087790-6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as.follows: My name is I am the owner/resident of the -propel y1ocated-at l The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner: Name&relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment,I will immediately note the Building Commissioner in writing. I understand t&t,no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 24074Z I Family Apartments. I agree to notes the Building Commissioner immediately in the'event'of the sale of this property. -If there this location,please e,cplain:: P- The apartment has been dismantled. The apartment has been transferred to the Amnesty Program (Appeal No. ) Other Sworn to under the sins and enal ' s of e this, day of rledg& 017;P P P rJm'Y � Y � Signature ' Phone Number . - Print Name C C q:forms/famaffid.doc rev 11/08/12 Town of Barnstable Regulatory Services oFt"E tqy, Richard V. Scali,Director Building Division 9MMnssBLFg Thomas Perry, CBO,Building Commissioner 039. p�m 200 Main Street,_Hyannis, MA 02601. - == www.town.barnstable.ma.us Office: 508-862-4038 Fax 08-790 6230 Town of Barnstable Family Apartment Affidav CP I,being on oath, depose and state as follows: My name is _ j iyZ- "i�� I am the owner/resident of the property located at: /:C;2, The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: . Name&relationship to owner: ...;�-� � vis✓ Name &relationship to owner: The.Family Apartment wih.be.the primary year-round residence for the above-identified family members.' In the event that the listed relatives vacate said apartment, I will immediately notes the Building Commissioner.in writing. I understand that no subletting or subleasing of said ".Family Apartment is permitted. I understand that 1 am'required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notes the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn to under the pains and enalti of perjury this day of 4LJeaA`/ 2016. Signature Phone-Number. Print Name q:forms/famaffid.doc rev 11/08/12 Town of Barnstable �oFt ,gkti Regulatory Services o„ Richard V. Scali,Director f '* Building Division satuvsTastE, Mass 9`bpT%639. 66. Thomas Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 , www.town.barnstable.ma.us Office: 508-862-4038 f Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is ��� ,��f`���� I am the owner/resident of the property located at: l /)UA/&W 40, The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner/, WC2 Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit . and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn to under the pains and penalties of perjury this day of 2015. Signature Phone Number Print Name IV G` e,k 1� /Hdlvc A-S q:forms/famaffid.doc rev 11/08/11 Town of Barnstable Regulatory Services oFT"E ram, .Richard V. Scali,Interim Director Building Division TOWN F 9MRNSTA ;LE ,', Thomas PerrASS. y, CBO, Building CommissiongNJ ��p 3 t : `bp 039. 71 200 Main Street' Hyannis, MA 02601 rfD MA'S A www.town.barnstable.ma.us Office: 508-862-4038 Fax 508-790--6230 DIVI.,,C._:_ Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is I am the owner/resident of the property located at: /02 The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: / Name &relationship to owner: Name &relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately notes the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notes the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location, please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn to under the pains and penalties of perjury this 7 day of re.6rucLr-V 2014. -7- Signature G Phone Number Print Name ' t C / � 4. q:forms/famaffid.doc rev 11/08/11 Regulatory Services Thomas E Geiler,Director Building Division ssT�siE. ' Thomas Perry, CBO,Building Commissioner TOWN`OF rR ,A . D "��$. 200 Main Street, Hyaniu`s, MA 02601 : wwwtown.barnstable.ma.us , f i Office :508-862-4038 . Fax 508 790=62301 Town of Barnstable Family.Apartment hi avit I,being on oath, depose and state as follows j / the owner/resident of the My name is property located at. Jr w� N� The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: : Name &re la ti onship to ownerf � Name &relationship to owner: The Family Apartment.will be.the primary year-round residence for the above identified family members, .In the event that the listed relatives vacate said apartment,I will immediately note the Building Commissioner in writing. I understand.that no subletting or subleasing of said Family Apartment:is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants.in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.I Family Apartments. I agree to note the Building,Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has'been_transferred to the Amnesty Program(Appeal No.- ) - Other Jr Sworn to under the pains and penalties of perj this a 7 day of: 013 ignature Phone Number Print Name C ff q.forms/farnaffid`doc rev,l l/08/11:: Town of Barnstable Regulatory Services oF1HE Thomas F. Geiler, Director KDFBARNSTABLE,., Building.Division 9s"R''',, g Thomas Perry, CBO, Building Commissioned? l? M° : 13 . F1'1 1= 44 200 Main Street' Hyannis, MA 02601 FD MA'S , r wwwAo.wn.barnstable.ma.us Office: 508-862-4038t #'508-790=6230 Town of Barnstable Family Apartment Affidavit I, being on oath, depose and state as follows: My name is GCis IACR RONL& ' I am the_owner/resident of the , •property located:at: vt-3 CA43, The following members of my family will'be the sole occupants of the FanilyApartment at the aforementioned address Name &relationship to 71`�� 12 Name &relationship to owner ,` • Y The Family Apartment will be-the primary year-round residence for theabove-ident f ed family members. In the event that the listed relatives vacate said apartment,-I will immediately notify,the Building Commissioner in writing. I understand that no subletting,or subleasing of said Family Apartment is permitted. I understand that I am required to file an Afdavit annually with the Building Commissioner listing the names and relationship of occupants in said Family,Apartment, I also d' understand that I am required to comply with all conditions imposed by the ZBA Special.Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. 7 agree . to note the Building Commissioner immediately in'the event of the sale.of this property. a If there is no longer a Family Apartment at this,location,please explain: , The apartment has,been dismantled: ' The apartment has,been transferred to the Amnesty Program{Appeal No. Other, Sworn to under the,pains and'penalties'ofgerjury this �" day of /i 4a U-1 2012.f 4 I may_ 7- N_ �= . . Signature: . . u Phone Number_ _ Print.Narne ,! ' Z gcforms/famaffid`doc rev.1.1/08/11 f . NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.}) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, A L DETAILS,&FINISHES IN THE FIELD WITH OWNER A7 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR 4.){ ALL CONSTRUCTION TO CONFORM TO THE IRC2009 BUILDING CODE ' W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS 5.) 110 MPH EXPOSURE B WIND ZONE, 1.00 ASPECT RATIO c 6.)� ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD B 8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE A7 b 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL —_— —- SIMPSON COMPONENTS UNFINISHED I 10?) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS BASEMENT } TO BE 3000 PSI (487 S.F.) 11 j VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE I DURING FRAMING CONSTRUCTION I 1 _-4-2x 12 GIRT I IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE-LONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) s 3'-7 16'-8" - 2'-0' FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL SASEMENT SLAB CRAWL SPACE WALL - I U-FACTOR U-FACTOR R-VALUE "R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE i O 0.35 0.60 38 20 30 10/13 10(2 FT.DEEP) 10/13 I © 3'HIGH WALL 11 R VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. I UP —————————— ———— 2.10113 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 3 i CRAWLSPACE NAILING SCHEDULE IT CONCRETE SLAB) 110 MPH EXPOSURE B WIND ZONE —— I (226 S.F.) JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING —— I ROOF FRAMING; - - -— BLOCKING TO RAFTER(TOE NAILED) 2.8d 2-10d EACH END EXIST. RIM BOARD TO RAFTER(END NAILED) 2-16d -3-16d EACH END _ C/� ___�J WALL FRAMING: BASEMENT --J TOP PLATES AT!NTERSECTIONS(FACE NAILED) - 4.16d 5-16d AT JOINTS STUD TO STUD'FACE NAILED) 2-16d - 2-16d 24"o.c. ——-J - HEADER TO HE:;DER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES FLOOR FRAMINc.. - - JOIST TO SILL, OP PLATE OR GIRDER(TOE NAILED) 4-8d 4.10d PER JOIST - _—__—___—__ BLOCKING TO JJISTS(TOE NAILED) 2-Bd 2-10d EACH END a BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP%O BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST - JOIST ON LL"-DGRR TO BEAM(TOE NAILED) - 3.8d 3-10d PER JOIST a ,. BAND JOIST TO!)DIST(END NAILED) 3.16d 4-16d PER JOIST BAND JOIST TO'TILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PER FOOT ROOF SHEATHIT;3: I - WOOD STRUCTI.,RAL PANELS(PLYWOOD) - - RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8d 10d G°EDGE/6"FIELD 7'-8" 174" RAFTERS OR TRUSSES SPACED OVER 16 o.c. 8d IOd - 4"EDGEbV FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD ` A GABLE END WALL RAKE OR RAKE TRUSS 6d 10d 6"EDGE/6"FIELD WI STRUCTURAL.OU LOOKERS bi A7 GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS Bd 10d 4"EDGE/4"FIELD CEILING SHEATh!NG: GYPSUM WALLBOARD - 5d COOLERS •— T'EDGEl10'FIELD BASEMENT PLAN WALL SHEATH U WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED JP TO 24"0.c. Btl tOd 6"EDGE/12'FIELD - -. • 12"&25l32'FIB0RBOARD PANELS _ 8d --- 3"EDGEl6"FIELD 1f2"GYPSUM WALBOARD 5d COOLERS •-- T'EDGE110"FIELD - _a FLOOR SHEATHING: - WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d IOd 6"EDGEH 2"FIELD - - GREATER THAN'i'THICKNESS 10d 16d 6"EDGEl6'FIELD REVISED: 9/23/2011, THE DESIONER SHALL BE NOTIFIED IF RE FOUND ANY Q COTUIT BAY DESIGN, LLC NEW ADDITION/REMOD=ELING FOR: £RRORSCTION.1'E B ALDINGCNTR OR SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 11411 _ 1 1-011 43 BREWSTER ROAD IN THESELL BE DRAWINGNSI LE FORTHEOOTIONT IN THESE DRAWINGS IF CONSTRUCTION MASHPEE ,MA. 02649 THOMAS RESIDENCE COMMENCEOF S WITHOUTOLELYI FOR TH p '7 HE DESIGNER OWNER NOTED. AERRORS OR OTHER SION4 DATE �� PH. (500))274-1166 � THESE DRAIMNGSAR£SOLELY FOR THE Is FAX 508 539-9402 THESE THE OWNER NOTED ANY OTHER USE N c 12 DUNCAN LANE CENTERVILLE, MA T}ESEDRAWNGSREQUIRESTEWPoTTEN 8/30/2011 CONSENT OF THE DESIGNER UNDER THE gRCHITECTURAI CAPYRIGHT PROTECIION ACT OF 198�. 1• c- 28 cy L/U� w 22W aserrj�fi � ` A� 11 s4-,j d. ems;- Nunn= ail �Z to A7 e,L - - - - - - - - - - �� I - URFINISHIM BASEMEN 4-2x 12GIRT b _ I ' I 3'HIGH WALL p UP — - - - - Cho00 �,`' I 3 I CRAWLSPACE _(2"CONCRETE SLAB) I � o (226 S.F.) - EXIST. BASEMENT ID - - - - BASEMENT PLAN COTUIT BAY DESK-N LLC NEW ADDITIONJrm`.EMODELI � 43 BREWSTER ROAD MASHPEE ,MA. 02649 THOM-AS RESIDENCE PH. (508) 274-1166 FAX (50 ) 539-9402 12 DUNCANIANE CENTERVILLEJ f L,oT /Vol 17 4,9 46� D 0 D s. � a 0 0 a T//J'� 33-2- S y, �xi z 0 F. ` �� ��� .. e - _, - ,.. - � /�may.C/'©•' _ _ _ - ._ - - .., � ...- _ � _ -r�-.,.-,.,. - - u �r '`` � f TN/s- PLi ,Al /s 8ASc.b rw 4AI 4c-rO,4L IN--,rRL.)"SW r --5-aW 1/,-r-y _ } - _ ° FO vv,o�s Ta/✓ AS-B vim T f'L,��✓ � , ' PREP-� M/GH�GL 7"h�OMAS } ��N OF 'fit S110,M)AI/6 7NL �/�dy FDL/yVl�AT/O�/ JOHNS P. 55 6-S S eS" M,4;-1747 p,4RCE1- 25 cat OOYLE,iti . No.33:580 ti �2 .D C//+/C 4/v L N� cs.RvEo 111 JOHN hoYcc, PLS s,0g-S63-/99 - / z, 7W2 _...__ . .._ _ ,....._.: jr, 22'6 20'-6' - 4•nr• 2'-,a 2'-to•• ANDERSEN ANDERSEN TW2442 / 5 b .- B ANOERSEN NEW - A7 TW2442 NEW Os BEDROOM ANDERS b LIVING A DERSEN t J }© 1 ANDERSEN ANDERSEN . TW2442 TW2442 442 j - 3-0" 7.-0. q W 60"x69 b b m BIFOLD . ANDE RSEN e TW2442 O -ANDERSEN CLOS. - - - T W2442 C 216, 66'• (J EXIST. ANDERSEN NEW TW2442 O .. _ OOM SUNR e' ANDERSEN K y ANDE EC 66 - D _6 x � FULL LITE � NEW } TW2442 b o ® +9 BATH I I 5'0'x 68" h 61fGlD ti b� SMOKE DETECTORS EXIST.WINDOW c ++ �� 3I xS'��� REVIEW REMO VE 'I— REVIEWED m O 2'6'x LITE8 SLIDING DOOR O / \ D w M LIN. FULL LIT - iv N =_ m A AB BUILDIN EPT. DATE J SINK L I a EXIST. �aTTlD1 NEW FIRE DEPARTMENT DATE . EXI b O KITCHEN 3'-6 2'-z' �cces� KITCHEN r�� OE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING R GE. - EXIST. BAT ° Q Q L—J 4 (VERIFY KITCHEN I' LAYOUT W!OWNER) _BEDROOM 1 BEDR I O RIIIF EXIS T. REF IOW I SINK DINING .EXIST. S,0 _ DN. -_�-. ANDERSEN V Nbo - HALL k NEW PN2432 ID ON. PORCH - 3'0..x 69•I. i--v per. ANDERSEN-^` VERIFY DECKING& P.T 6 x 6 POST WI LAN RAILING DETA YYY���I ` FLOOR ILS p,ZEK CASING V W/OWNERS p EXIST. EXIST. 3 4'., A7 LEGEND: BEDROOM LIVING 0 EXISTING WALLS 1h CONSTRUCTION TO BE REMOVED, SM NEW CONSTRUCTION EXISTING HOUSE =864 S.F. NEW SUNROOM =210 S.F. NEW FAMILY APARTMENT =706 S.F. O SMOKE DETECTOR 7,y. t r-4" CARBON MONOXIDE DET ECTOR HEAT DETECTOR ✓ --v' 3G.-( THE DESIGNER SHALL BE NOTIFIED IF AY/ SCALE DRAWING NO.:FOR: S . - THESE OR OMS6PRIO ARE TARTOLN OF`! ,'K]` THESE DRAWING6 PRIOR TO START OF - CONSTP.t1CT10N.TH'c BUILDING CONTRACTOR 11 j 1— 11 COTUITBAY DESIGN, LLC NEW ADDITION/REMODELING WILL BERCTIGN1BLEFORTHEODNTENT 1/4 1 0 .. ` IN THESE DRAWINGS IF GCAISTRUOTxxJ WMMENOES WITHOUT NOTFYING THE =E:KWW43 BREWSTER ROAD I D 61GNERDFANYERRDR6DRDMI33SEO DATE THESE GRAVNNGS ARE SOLELY FOR THE USE MASHPEE ,MA. 02649 THOMAS RESIDENCE CONSOF ENT TOFTH DESIGNER ANY OTHER USE OF THESE DRAN,NGS REQUIRES THE WRITTEN g�30/2011 CRCHIHE OF THE DESIGNBt UNDERTHE PH. (508) 274-1166 AROHNEDTURAL WPYWGHT PROTECTION FAX (508) 539-9402 12 DUNCAN LANE CENTERVILLE, MA Ac OF ISM CONT.RIDGE VENT _ ASPHALT ROOF SHINGLES TO MATCH EXISTING - - NEW PINE FASCIA&FRIEZE ' - - - - BOARDS TO MATCH EXIST. ❑ a � � ® ® ® ® a oa FIRST FLOOR SUBFLOOR - - NEW SHUTTERS _ - NEW DECKING&RAWNGS TO MATCH EXISTING (VERIFY DETAILS W/ P.T.6 x 6 POST W/AZEK CASING FRONT ELEVATION OWEINRS , 12 12 MATCH - - EXIST. EXIST. - -NEW RAKE&TRIM BOARDS - _TO MATCH EXIST. _ INFILL CRICKET - TOP OF PLATE NEW PINE CORNER BOARDS - - - - _ - ❑ ❑ TO MATCH EXIST. ■ Z F n . � NEW W.C.SHINGLE SIDING - a TO MATCH EXISTING - _ - U Q - FIRST FLOOR - - 6UBFLODR RIGHT ELEVATION THE D=SIGNER SHALL BE NOTIFIED IF MlY ['�/'�A 1 C Qt n lI NG NQ.. DELI I N G FOR F�Nm • ERRORS DRAWINGS SS ONIS ARE PRIOR I.." \7L//1LC V V COTUIT BAY DESIGN. LLC NEW ADDITION/REMOD THESE diAW NGb FRIOR TD STARTOF CONSTR 014.THE FOIL G CONTRACTOR 1 I4" — 1'-O'I WILL RE RESPONSIBLE FOR THE COMENT IN THESE DRAWINGS IF 001•IS(RUCDON 43 BREWSTER ROAD COMMENCESW ROUT NOTIFYING THE �� MASHPEE ,MA. 02649 THOMAS RESIDENCE DESIG ER DF AWN ERRGRSI -T.-NG. DATE :THESE DRAWINGS ARE 90LELY FOR THE USA C OF THE OWNER NOTED ANY OTHER USE OF PH. (JOH))274-1166 THESE DRAWN35REOUIRESTMEWRI TEN 8/30/2011 FAX 50$ 539-9402 xc�TE VRAL WPv'RCnDN t 12 DUNCAN LANE CENTERVILLE, MA ��� CONT.RIDGE VENT AS PHALLRSOF'SHiRIGLE5 TO MATCH EXISTING - - 1 I- NEW PINE FASCIA&FRIEZE - - - BOARDS TO MATCH EXIST- - 1 i ' TOP OF PLATE .. .. ❑ ❑ ❑ - Zago ■ L, FIRST FLOOR - - - SUBFLOOR I x REAR ELEVATION 3 MATCH 12 - . EXIST INFILL CRICKET - -NEW PINE RAKE&TRIM BOARDS 12 -TO MATCH EXIST. 3 - - - - TOP OF PLATE ❑ ■ ■ I - NEW PINE CORNER BOARDS . Z TO MATCH EXIST. I NEW W.C.SHINGLE SIDING nil - = TO MATCH EXISTING I - ; r iLi �� I P I FIRST FLOOR Y - - SUBFLOOR 1 - LEFT ELEVATION THC DESIGNER SHALL BE NOTIFIED ff Alf! �+(�/L I C DRAWING wIN ll�NO. COTUIT BAY DESIGN, LLC NEW ADDIT1 ONIREMO DELI FOR: ERROR OR Oh46S�PL"NG r-DON Jli/1LC R/� THESE DRAWINGS PRIOR TO START OF CO. RUOT]ON.THE BUILNNO COIJTRAI'TOR 1/411 1 Y-yell WILLBERESPONNGSIF RTHEONSTRLCMD WENT ll..11 43 BREWSTER ROAD DOMMEE�WNGSIFC°N�TRr DN COMMENCES WITHOUT NDPFYING THE DESIGNER OF MASHPEE ,MA. 02649 THOMAS RESIDENCE OF THE DATE THESE DRAWINGS ARE SOLELY FOR THE LF.E OF THE OWNER NOTED.ANY OTHER USE OF PH. (508)274-1166 THESE NTOFTHED REQUIRES THE WRITTEN A3 8/30/2011 FAX(508) 539-9402 12 DUNCAN LANE CENTERVILLE, MA CONSENTOF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION qCT OF 1990. NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER AN 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT A7 it FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO THE IRC20D9 BUILDING CODE W/THE STH EDITION MASSACHUSETTS AMENDMENTS 5.) 110 MPH EXPOSURE B WIND ZONE,1.00 ASPECT RATIO 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO 13E INSTALLED VERTICALLY, c OR HORIZONTALLY W1.BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING m TYP.2x4 WALLS UNFI SHED - 7.). ALL LVL.LUMBER/BEAMS TO BE 1.9e U480 LOAD - wl3 1rZ BATT 8.) TIMBER FRAMING TO BE SPRUCE/PINEIFIR NO.2 GRADE B INSULATION(R13) BA MENT - o A7 a 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS ---------- — - 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS i TO BE 3000 PSI VERIFY ALL PLUMBING&ELECTRICAL DETAILS W!OWNERS ON THE SITE I DURING FRAMING CONSTRUCTION I, _—_4-2x 12 GIRT - IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION e-z TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL - ,.h U-FACTOR U-FACTOR R-VALUE 'R-VALUE R•VALUE R-VALUE R-VALUE R-VALUE C 0.36 0.60. 3B 20 30 10A3 10(2 FT.DEEP) 10113 I FIN ED NOTES: MAXIMUM S. I O 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE M UP BASE NT 2.10113 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR, © OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 36 NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 2 x 4 WALL ON FLAT —— FRAMING: S ROOF F ALL R END NEWPT.2x4W - EACH , WI 1 1P2'RIGID —— - WI 3 1/2"BATT INSUL - 2-Bd 2-16d - INSULATION(R14) — - (R=13) �- BLOCKING TO RAFTER (EN NAILED) 2 16 d 3.16d EACH END RIM BOARD TO RAFTER(END NAILED) EXIST. - — - - WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) - 2.16d 16d 16d - -AT JOINTS i - 2 - 2-6d 24"o.c. , BASE MENT _ STUD TO STUD(FACE NAILED) - 16d 16d 16'o.c.ALONG EDGES E - HEADER 70 HEADER NAILED) m — FLOOR FRAMING: io JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 2-Bd 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) -Bd 2-1 416dd EACH BLOCK _ EACH END N - to BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d. —--—— _____- a LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) - '3-16d 416d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3.1 Od PER JOIST BAND JOIST TO JOIST(END.NAILED) 3.1 Ed 4-16d PER JOIST SILL OR TOP PLATE(TOE NAILE00 2.16 d 3-1Sd PER FOOT . BAND JOISTTO L - - - ROOF SHEATHING: - WOOD STRUCTURAL PANELS(PLYWOOD) 5d 10d 6'EDGE/61 FIELD - RAFTERS OR TRUSSES SPACED UP TO 16'o.c 6d - 10d. 4"EDGE/4'FIELD 12'-4" GABLEREND WALLS OR SRAKE OR RAKE TRUSS W/O OVERHANG SES SPACED OVER 16'o.c. Bd - 10d S"EDGE/6'FIELD GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 8"EDGE/G FIELD A W/STRUCTURAL OUTLOOKERS - A7 _ GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Bd 10d 4"EDGE/4'FIELD CEILING SHEATHING: 7"EDGEIIP FIELD .. -GYPSUM WALLBOARD Sd COOLERS — - BASEMENT PLAN WALL SHEATHING : WOOD STRUCTURAL PANELS(PLYW000).' 6d 10d 6"EDGEltY FIELD STUDS SPACED UP TO 24"o.c. Bd --_ 3"EDGE/6"RELD tl2"&25I32'FIBERBOARD PANELS - - Sd COOLERS --- 7"EDGEf10'FIELD 112"GYPSUM WALLBOARD FLOOR SHEATHING: _ WOOD STRUCTURAL PANELS(PLYWOOD) - 10d 6'EDGE/12'FIELD 1"OR LESS THICKNESS 8d - - 20'-0' GREATER THAN 1"THICKNESS 10d 16d. 6'EDGE/6'FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY 1 SCALE : DRAWING NO. : ERRORS OR OMISSIONS ARE FOUND ON . THESE DRAYANOS PRIOR TO START OF COTUIT SAY DESIGN, LLC NEW ADDITION/REMODELING FOR. WILLBEUOTIO"THE BUILDIWIOLEFRTHEL'^`+ACT°R 1l4" = 1'-0" 43 BREWSTER LOAD HE DESIGNIN ER OF ANT S IFERR CONSTRUCTION CHESE DRAW WITHOUT NOTIFYING T MASHPEE ,MA. 02649 THOMAS RESIDENCE OFTHEEROFANTERRORSOROMIBSSEO lilumad EK DATE THESE DRAWING ARE SOLELY FOR THE lA'E THE. THE OW NER NOTED.ANY OTHER USE OF PH. (508 274-1166 THESEDR YM"°5RE°DIRESTNDERTTTEN 8/30/2011 FAX (508) 539-9402 12 DUNCAN LANE CENTERVILLE, MA ACT OF 1TDF THE DES GNER DNOER THE A4 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. �" 13'-2' S:_4• 4'11" 14• INSTALL 5/8'ANCHOR BOLTS AT 71"o c.MAX. -- -— WI SIMPSON BPS 518.3 BEARING PLATES ——— I PLACE BOLTS WITHIN G'-15"OF EACH 6' 9" CORNER AND To A 8"MINIMUM DEPTH P.T.2x 10 LEDGER BOARD LAG BOLTEDTO I BILCO'C' SOLID BLOCKING W/12)LEDGERLOK BOLTS I BULKHEAD I - - 16"o.c.STAGGERED W/JOISTS HANGERS AT io I 1 BOTH ENDS.SEE IRC2009 SECT.502.2 A < I I _ INSTALL ON ANCHOR BOLTS AT 71"PLATES MAX A7 J . I Wl SIMPSON BPS WITHIN BEARING PLATES PLACE BOLTS TO A 8J MI 15"OF EACH to � CORNER AND TO A B"MINIMUM DEPTH BASEMENT I I 71"o.c. - P.T.6 x 6 POSTS ON 12'DIA.CONCRETE WINDOW ——— - SONOTUBES W/24"DIA.BIGFOOT FOOTINGS ———_——————— — J . u - P.T.2 x 6 SILL W/SEALER UNDERNEATH TO 4+d'BELOW GRADE USE SIMPSON ABU66 POST BASE&ACB/ACE6 __ I — — —— — — •� I n zo 2! POST CAPS '— — - I o I I I FASTEN JOISTS TO BEAM I NEW91/2''IJ015T5�16"0.�. ANCHOR BOLT DETAIL _ WI SIMPSON H8 TIES I - B I I I ANCHOR BOLT DETAIL ° SCALE: 1/2' EW =1'0 A7 I i N I I BASEMENT b 7-@ - T£' I WINDOW ^ I I BASEMENT ' 3•P.T.2x 12's I (4"CONC.SLAB) I _ INSTALL TWO FULL HEIGHT STUDS&TWO JACK - N 30"x3d'x 12' I I STUD AT EACH SIDE OF ALL ROUGH OPENINGS I NCRETE FOOTING I - -. NEW3,/2"DIA.b I I STEEL LALLYCOLUMN I WINDOW - - I : 4-2x 12G 1 r 2 x 6 WALL l� I - �•' - I TYP. j - .- JACK STUD s (ROUGH OPENING) e I I I BEAM _ PKT. R.O. STUD- - DETAIL S N NEW 8"CONCRTE FOUNDATION 1� ~ I W/#5 VERTICAL WALLS _ ¢ TYPICALASPHALT o •'1' - I I - I I BARS Q 48"o.c. ROOF SHINGLES 5/8"I(�TYR 8"x Is,CONC. - APPLY CAULK OR 15#FXPLYWOODSHEATHING ELT PAPER - p I I FOOTING W12x 4 TAPE AT ALL SHEATHING 2 x 10 RAFTERS 5#FELT Ih I I KEY TO 4'd'BELOW SEAMS AND THE TYVEK GRADE b VAPOR BARRIER SIMPSON H 2.5 HURRICANE CLIPS WIND WASH 3'0"WIDE ICEMATER SHIELD - _ - I BASEMENT BARRIER - • DRILL&PIN NEW FOUNDATION I WINDOW- ALUMINUM DRIP EDGE .. TO EXIST,FOUNDATION WALL - I APPLY CAULK OR ADHESIVE UNDER FASCIA, To MA&FRIEZE OR BOARDS TO MATCH EXISTING OM APPLY CAU LK .. TOP 8 BOTTOM AP L - ADHESIVEWHERE I PLATE NG Wl P.T.6 x 6 POSTS ON 17 DIAL CONCRETE —— I I - INDICATED 1 x 3 GYPSUM IBOAR SONOTUBES TO 4'0"BELOW GRADE — I 1/2" 2 x 6W BOAR USE SIMPSON ABUSE POST BASE& - TYP.2 x 6 WALLS -ACE5 POST CAP - EXIST. —— _ _ ROOF - _ _ AT _ I DETAIL BASEMENT — DE 3-1 3/4" 9 1 "LVL(FLUSH) - SCALE:1/2" - — DETAIL AT SO LID BLOCKING AT - _ - END TWO JOISTS - - P.T.2 x 8's g 16'o.c. - BAYS 48"o.c. 19 - WALL - ----- - ----- ° SCALE:1/2"=T-O" INSTALL SIMPSON DTT2Z _ 1 DECK TENSION TIES W/ - — — I 12"THREADED PLACES EVENLY SPACED - i — ——— ——— 3•P.T.2 x Ids APART ON THE NEW DECK - - I P.T.6x 6 POSTS IA DIA.CONCRETE I. INSTALL FLASHING UNDER - SONOTUBES W/24"DIA BIGFOOT FOOTINGS HOUSEWRAP&DECKING 6'•2' 6'-T UNDERNEATH TO 4'0"BELOW GRADE.USE - I SIMPSON ABU66 POST BASE&AC61ACE6 I.. DECKING 7•.q• AN 124" POST CAPS - - A7 14 P T.2 x 10 LEDGER BOARD LAG BOLTED TO - - - - - - 01 SOLID BLOCKING W/(2)LEDGERLOK BOLTS - - 16"o.c.STAGGERED WI JOISTS HANGERS AT - a^ <`°- ', - BOTH ENDS.SEE IRC2009 SECT.502 2 ' P.T.2 x vs Q 16'o.c. o• INSTALL PEEL&STICK - t - �4 - RUBBER MEMBRANE ° �' BETWEEN LEDGER& y SHEATHING F1a\�f T ��.yp 'yn� FOUNDATION PLAN ICG IIX�Gl� 'cJ P T.2 x 10 LEDGER BOARD LAG BOLTED TO T DECK DETAIL SOLID BLOCKING W/Wl JOISTS AN BOLTS 10'o.c.STAGGERED Wl JOISTS HANGERS AT BOTH ENDS.SEE IRC2009 SECT-502.2.2. LU THEDESIGNER5M4L BENOTFIEOIFMH SCALE : DRAWNG NO. : ERRORSOR OMISSIONS ARE FOUNDON TI¢SE DRA`MNG MOR TO START OF THE SNLDING CONTRACTOR 11 .— 1— 11 CONETRUGTIOR _ 0 COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR'. WLL BE RESPONSIBLc FORTHECOWENT 1l4 1 COMMe E ORA.WINGS IF CONSTRUCTION Ea F 45 BREWSTER ROAD( THEM DCAINC ARESORFYING THE �� DESIGNER OF A' ERRORSOROMIS9ll`E DATE MASHPEE ,MA. 02647 THOMAS RESIDENCE TI�SE DRA""NGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OWNER USE OF PH. (508Q`f 274(�-1(]166 THESENTOFTHERE°°IRMER ESTNDER EN 8/30/2011 FAX50V rJ3a—.74O2 AR°NSTEC°URAL O Y'RD TUFROTEC 0Y ( 12 DUNCAN LANE CENTERVILLE, MA ACT OF 1590. II , 22'-6' 20'fi• 15'11 � SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER 8 CEILING JOIST BAYS @ 46'o.c.,ALLOW SPACE FOR AIR A FLOW ON THE UNDERSIDE OF ROOF n A7 SHEATHING - m t, - B A7 2 x 12 RIDGE WARD 0 3-1 3l4'x 9 11T LVL BEAM(f - 11 9 2%2 w m W II �_ ` a CRICKET ROOF W/ - - - 2 x ITS @ 16'o.c. _ tv (VERIFY IN THE FIELD) - - - - p rp . ( _ 2 x 12 RIDGE BOAR I _I -- OI rQ 0 1 0 -. EXIST.RIDGE 9 12'LVL BEAM - - - - ' FASTEN 6 x o"POST TO BEAM - _ - - Wl SIMPSON ACES POST CAP - - - - FASTEN RAFTERS& - - - - - - CEILING JOISTS TO . BEAM Wl SIMPSON - - A H10-2 TIES - ROOF FRAMING PLAN NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 12's UNLESS OTHERWISE NOTED r` 2.) USE SIMPSON H2,5 HURRICANE CLIPS z AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT II W/OWNERS - 20'-0" a �u•v`'L�iC/ 36'-O' - ERRDESIGNER SHALL BE NOTIFlED IF ANY SCALE : DRAW NG NO. :ERR ID T CO S CONSTRUCTION. NGS PRIOR WI TART OF I I — 11 ' cANSTRUCTION.THE BUILIMNG CONTRACTOR _ ' CONTENT 1/4 1 -0 /RE MODELING FOR: WILL 13EES RESPONSIBLE FOR TI.O CCPITC Y DESIGN, LLC NEW A DDITION , COTUIT BA S IN THESE DRAWINGS IF CONSTRUCTION DESIGNERO WITH OUT NOTIFYING T� a N6 R ROAD DESIGNER OF ANYE RROR�OR ONIS510 43 BREWSTE A _ MA$HPEE MA. 02649 TI IOMAS RESIDENCE OFTEORAWINOSARE�LE OTHER USE LYFORTHEUSE DATE: �� 1 Tj.ESE pRAYVINGRREOUIRFS THE WRITTEN PH. (508) 274-1166 CONSENTOFTHEDESIGNERUNOE(i7C 8130/2011 FAX (508) 539-9402 12 DUNCAN LANE CENTERVILLE, M � ACTOF1OTURAL GOPYRIG RPROIECT ON ACT OF 799G. 12 MATCH t�EXIST. 2x6's@16'0.0. - NEW ROOF CONST. NEW P.T.2x6's@16•o.c. EXIST. -2 x 10 ROOF RAFTERS @ 16'o.c. -5/B"COX PLYWOOD ROOF SHEATHING •ASPHALT ROOF SHINGLES FASTEN RAFTERS& -15LB.FELT PAPER CEILING JOISTS TO 11"HI-R BATT INSULATION BEAM W/SIMPSON @ SLOPED CEIUNGS(R=38) H10.2 TIES NEW 2 x 3 BLOCKING ITO -11"BATT INSULATION TO PREVENT WIND WASHING @ FLAT CEILINGS(R-38) _-- 2.10's @ 16'•o.c. 2x Ids @ 1b"o:c. TOP OF PLATE -2 x 12 RIDGE BOARD - -- ---- - _ -SIMPSON H 2.5 HURRICANE CUPS CONT.ALUMINUM AT ALL RAFTER ENDS SOFFITVENTS--� NEW WALL CONST. IGE/WATER SHIELD AT BOTTOM NEW 1l2'GYP.BOARD 2.1 3/4"x 9 1!2'LVL BEAM 3'd'OF ROOF ON 1 x 3 STRAPPING 1.2 x 6 STUDS @ 16"a.c. 2-1 3l4"x91/L'LVL BEAM @16"o.c. NEW NEW 2.112'PLYWOOD SHEATHING N - AZEK.BEAD BOARD KITCHEN LIVING 3.6"(R=20)BATT.INSULATION 4.112"GYPSUM BOARD = VERIFY PORCH DECKING S.W.G.SHINGLE SIDING &RAILING MATERIALS 6.TYVEK VAPOR BARRIER(EXTERIOR)4� W/OWNERS NEW 314"T&G PLYWOOD 1 T POLYVAPOR BARRIER(INTERIOR) . NEW P.T.2 z Bs SUBFLOOR-GLUED&NAILED FIRST FLOOR - @ 16'oc _ SUBFLOOR - NEW 9 112'WOISTS @ 16"o.c. NEW 9 112"I-JOISTS @ 16"Ox. . 3-P.T.2 x tds NEW P.T.2 x 6 SILL W/SEALER _ - 42x 12 GIRT . NEW 9'BATT. - INSULATION ) Z P.T.6 x 6 POSTS ON 12'DIA CONCRETE b (R=30) --NEW 8"CONC. N - SONOTUBES W124"DIA.BIGFOOT FOOTINGS - UNDERNEATH TO 4' BELOW GRADE.USE , 1 FOUND.WALLS 0" SIMPSON A8U66 POST BASE&AC5/ACE6 NEW F V L L W!q5 VERTICAL U POST CAPS - BASEMENT TYPICAL3112'DIA BARS @4B'o.c. O - STEELLALLY COLUMN USE SIMPSON LCC6-4 DAMP PROOF WALLS NEW 4"CONC.SLAB COLUMN CAP BELOW GRADE P.T.2 x W LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS 16"... STAGGERED W/JOISTS HANGERS AT I I NEWS"x 16"CONC. - BOTH ENDS.SEE IRC2009 SECT.SM9 L__--J—TYpICAL 30"x 3(r x 12" FOOTINGS W12x 4 KEY CONCRETE FOOTING - A BUILDING SECTION @ KITCHEN/LIVING 7 12 �3 TOP OF PLATE EXIST. NEW N KITCHEN SUNROOM w FIRST FLOOR _ SUBFLOOR NEW P.T.2 x Ids @ IS`— FASTEN JOISTS TO BEAMS WI SIMPSON H8 TIES EXIST. NEW P.T.PLYWOOD 3-P.T.2.12 BEAM BASEMENT ® - P,T.6 x 6 POSTS ON 12"DIA CONCRETE SONO TUBES W/24"DIA BIGFOOT FOOTINGS - UNDERNEATH TO 4'tl'BELOW GRADE.USE SIMPSON ABU66 POST BASE&ACEfACE6 - POST CAPS / 1 r'/ �• 5�v LW/w«g (i)BUILDING SECTION @ SUNROOM COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR THE DESIGNERSPRILL BEND➢TARTOFIED Al/ SCALE : DRAWING NO. : ERRORS OR OMISSIONS ARE FOUND ON EaEK" 43 THESE ORAWIIJGS PRIOR TO START ILDING TR BREWSTER ROAD IN HESE W BSEF ENT TOR 1/4"= 1'-0" MASHPEE ,MA. 02649 THOMAS RESIDENCE DESIGNER GSE OF FNY S IF ERRORS RRORORCONSTRUCTION COMMENCES WITHOUT NOTIFYING THE \ 66 FTHEOWNERNOTED.A YOTHE OMISSIONS DATE �� MA (508) Z74-1166 THESE DRAWINGS ARE SOLELY FOR THE USE 8Od OF THE OWNER NOTED.ANY OTHER USE OF FAX (so 539-9402 12 DUNCAN LANE CENTERVI LLE, MA ARCO NECTURGS.REORI GTPROTES THE PROTTTENECTION 8,3oi2o11 OONSENT OF THE DESIGNER UNDER THE ARCHI iEOTURAL COPYRIGHT PROTECTION NOTES: - 1.) CONTRACTOR IS TO VERIFY.ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 1s� 22'G' 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, A DETAILS,&FINISHES IN THE FIELD WITH OWNER A7 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT i 1 FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO THE IRC2009 BUILDING CODE W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS i 5.) 110 MPH EXPOSURE B WIND ZONE,1.00 ASPECT RATIO 0 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7°) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD B (B.)' TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE A7 19.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL r— ---—————— —— 1. SIMPSON COMPONENTS UNFINISHED }10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS' I BASEMENT TO BE 3000 PSI (487 S.F.) "11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE . DURING FRAMING CONSTRUCTION I __4-2x 12 GIRT _-- -___—_ IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION I SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL I U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE © 0.35 0.60 38 20 30 10/13 10(2 FT.DEEP) 10113 I © 3'HIGH WALL NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. UP — ————————— — —— 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL I m 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS w CRAWLSPACE NAILING SCHEDULE (2-CONCRETE SLAB) I y 110 MPH EXPOSURE B WIND ZONE (226S.F) JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACINGB4W— I ROOF FRANG BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END EXIST.' - - RIM BOARD TO RAFTER(END NAILED) 2-16d 3.16d EACH END f� __ IJ WALL FRAMING: r,.. BASEMENT __J TOP PLATES AT INTERSECTIONS(FACE NAILED) 4.16d 5-16d ATJOINTS —_J STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES - t4 FLOOR FRAMING: - To JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST _:______ - BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END 'a BLOCKING 1"O SILL OR TOP PLATE(TOE NAILED) 3-16d 4-1 Sol EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST - • - JOIST ON L87DGER TO BEAM(TOE NAILED) 38d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) -316d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3 16d PER FOOT ROOF SHEATHING: ' - WOOD STRUCTURAL PANELS(PLYWOOD) - RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8d 10d S"EDGE/6"FIELD 7'-6' 17-4" RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS WIO OVERHANG 8d 10d S"EDGEIV'FIELD A GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6'EDGE/S"FIELD - to A7 - W/STRUCTURAL OUTLOOKERS - - - GABLE END(WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD ' - CEILING SHEATHING: GYPSUM WALLBOARD 6d COOLERS — T'EDGE/10'FIELD BASEMENT P LAN WALL SHEAT STRUCTURAL WOOD 9RUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c - 8d. 10d G'EDGEN2'FIELD 1/2"&25W FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD 10 GYPSUM-WALLBOARD 5d COOLERS -- T'EDGE110"FIELD FLOOR SHEATHING: - - WOOD STRUCTURAL PANELS(PLYWOOD) ' - V OR LESS THICKNESS Sd 10d 6"EDGE/12'FIELD 20-0" - GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6'FIELD REVISED: 9/23/2011 THE DES(ONERSHALL BE ERRORS OR OMISSIONS ARE FIOUND FIEOIF ONE SCALE : DRAWING NO.: I < COTUIT BAY DESIGN. LLc - NEW ADD ITION/REMOD��.ELI-NG FOR: THESE DRAIMNGSPRIOR TO START OF - IL--\ 43 BREWSTER ROAD CONSTRUCTION.IBLEF RTHEC NTENTTOR 1/4"= 1'-0"WILL 8E RESPONSIBLE FOR T1E OONTENT IN THESE DRAWINGS IF CONSTRUCTION MASHPEE ,MA. 02649 COMMENCES OF MTHOIRRSOR NO THE T H O M A S RESIDENCE DESIGNER OF ANY ERRORS OR OMI9510NS DATE : IA4 PH. (508)) 274-1166 THESE DRAWINGS WNERNOTED SOLELYFER THE OSE FAX 5O$ 539-9402 GFTMEGWtFR NOTED.WR HER U9E DF ' ( 12 DUNCAN LANE CENTERVILLE, MA THESEECTURGSREOUIIGHTPRTECTION 8/30/2011 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1980. S�J/L�" 7-E.5 7- RCS 1//-7r5 `f"s6 PVC /NSP-'CT/ON f'027 710 WI T71/A/ 3"OF F/A//SN GR.g11 P ACCESS COVE,- TO O ' �G . y`D.7o 1N)7NIN G Of F .IN• G� LOAM A ILSAN Ay O AM sY2, /2 5 =96 'sr'�/ /Ll/iy, C /CO Vr ,e� u1�rHpd� 8 ,YAJ`�Ll�PG OF i N+ QF TIE •�h" �' L-OAAMix. 3�'' 2RI5C-p R W17 /A/ 6 FI. S/I N A LAyf15 .5`fO P1/C 5 Z*LE1/EL 9 MIN• u''CaVcR 7.5yR �3 �sc/NV• 3G: !`f /NV, ,. t oW �1nlE Pve R SCh�, '�� 3G• M X. RisE Vy'_ y?.` STb!•1E 7 SYR �3 E1 .38.37 a PYc itiY 3 9 2y�v- 8 10"J�ttN• �., /A/V• /.vV. . .. /�-" 35, 37 35. 23 CNAMB�Rs' 3 �'c 3..5"•d G �/ -/� Z C�ra O C�© /�} "'!/L c Gas GAs �.��.,.�:.��. ;T° DovBG QOC�I�Ci poveL� T .DEPTf/ AF LE BAffLt: H/ASHEd. C�OC O= WASHED / DOD G, Q !✓ E�• ,32. •9'I�' STDNE STG�NE ME.D/(//� ' -TOO G• P/2 EGs�sT coN c. A/sT BoX ----------- N/ b/r/Nj �, C�(gMBE2 _ WITH M/N. G 't%t/ LG V L :�7�i3LF: SASC CtMM8EK /2" /A/iV,E.C' MEi9 sdre E O�/ 6.6 C A LEVEL ST/10GE 5,4561 t2• I d /oy/Q �� C SA%7 '•;,:•:�:"."r••t.....'_._.,,,..,�.,'_ ._._._�..._..�._.:..�.'.._. ��� s�._..:•:�fr J`�� G'i•f.�il�lG�F2l..y G"bMP�C`l'�1>. EL.Z�o �0 �r /OYR /� B b-r7-o M TC-5'T Pl7" U5 e AIV H•/0 PX, CA 5 T Co V C, /SIV D GAL G.O1,/ 54/G S ABSO/c'PT/D/V SY-T7;CV! 2 - CoMP/iRTM��/T 7ff1/UK ON I! GEl/EG STABLE BASE E-E V. W/7".'/ / GET/a t/TG EY' TEES Coll/ST,E't/CTE'A PL44 _. _ hl 26.96 15 2- EL,29.70 3/O CMA' IS. 227. Cb.UST,eUC7 VE/JTED '�U��PIN� OyE2 BAF�"LE. ' GRDUA/DYc%1TER NOT ENGO[JNTE�2E1� s��t/��� sY.S'7`EM Z)E�fG�/ Cie/T4✓'k'/q P /3.3 9 2 /• s/GN Y I-LoW= 3 BEDR©OMS X //O GPd = 330 GP1O SD/G S TEST .DATE = 8- 2 G-/y Z,. Cc Aj,,'AR7A 8i9.eNSTABL ,8.©, y. DON dEsMA.e�9/S, S y`J' ,No uR FL o W G G O 6441 - /D D D G.9 L• AOC�l3///,h�14 . SD/L s �1/A,C-l/A70/E' = �/D/,/�/ D o YG E 2y }fo//R FLQt / 33.0 Gi9L - SOD G.9� , PROV/1�EL�. PERC. 1D�hTH = 3�rr - �i,,c•, 33Q .a.D ER C , RA 7,5 2 N/IA/, P•E.e IAI C/°f �, (/SE d SOIL GfAL, PRECAST Co�lC. GE�gct/ CHAM6ERS SO/L .S 79- A7-!/.SAL CL14SS" : (JiclE, W TH 5'' Off' ,D6vfl-e, AV fS//,E.A 5`'"//Z' SToA/E .A�o4/wh S�; /1.B30k'PT/OJT/ .4•k E,�4 �,pD t//5/©�,/ ;; .6b7-roM A er-,4 0 120483 k' ZS = 3 2 o s F. ?OTC/. s4 A C-sl = ..3 Z,9� /.5/ Y-Z/ s F G• 0 C-S'/6/V /s 4204 1JSE Dt//7H- IVO G�4R.SAG E 6R/N4 ESE'. i A L" ND 7"�; ' A L,L C O/15-7- 'UC T/,l,A1 ME7-IAO ')S 9 I.D /vIA?EC/ L S SN9G L COS/F0.2N1 S//E.D To ?`O T/TG ,..,F/VE 4^IA ,�r'r�C'NSTAe�L E D 9 lJ D� h/�i9 4 Ti/ XhEG41 GA�'./O AI.3. b'E RE ©.C�4TEL� 2 Al-L .Jo/NT.�" �P/��4.G e W-47'6 7-/G,HT. STONE S ,r�,L L BE F4le F QF -b vs/' AN,U F/�l/E 5. 3� �° ! .� ,�A✓o E.9s/ P�Ts s•�/ � r. �F .eFMa vE=� E 5` EA/.5 7"/AlG S E/°7-1C T,� -0- s-. -/zAc7-a�r sH�,L Con/7 C7'' �'Ys7 Ms Td a � fo.3' 8�A/cM NtAK= VFR/F)� 7f,`E 1fT12/T/ Oe,97"�Orus, !�� �' y P.K• NA/c 3 /� 9 G, El�t/i4'G E 5Y5 BEM S�5/AG G N�?" .� ,8�9G'KF/L GE.c� G/�S/T/G. w EG. .3 a. Gd,� 0 m i ^1Z> .4PPleW" BY 1>l-.5/ l0V495+ 41Vb 4?,,9I'rVSTWB[sE HE�41-7; '.;Z�EP7 N .�� 7. SH.9'GG PRof'OS ON Z O, ,` �'9VF�0 d: -'i -_ 3� $. SEPTIC TANK .� IVZ ..41-1 R/8U770AI B4X St/�4L L /3C S.ET �EVEt. AA44 T.C'UE V� `-a► � 'Pi>rE tvvy 7'0 �A d N G 6 VEG S E /.0 M�GH�N/C.9G� Y CoMPi4 "ED. J _ E .- �0 a Q �� `� ` \. $� _ _ _ z 'h 2• , 3S (L P.► DES/G NATE.S X/ST/�V L E4 Cf/ /'/T ➢ VP b Q `i ', `,: '• ,T �E 11v ` /VOTE = L O 7 IVO. 'S 8 /S G 0CA re,4 W17AI / 7NE Gf' OR ZdN EII OYF GAY. C ,� H f�TJ�• EX/S T ,"I .D tJN C AN D �-/O U G AJV E Fir 7A� Ll AD G 1 2SA 4 . ! a ' .. `,* , ► ►n/ArX-R � sE�eVICE Q • . b Z.00UJ A414 SC</L r ,r I -5 WA G E, SYSTEM lJi�'6 RAA E P/ A N "LnT �/c,�;� y�2g og o 0JOHN, ss� 3 BE,A�PODM DES/6,c1 DA/L y FG ON/ f DOYLE,1F1 �, I (r� N �9 sSE MAR /�7 A�1/2GEL Z /1f r3/ Zf4 1�V ( No.33339 DYER 1140 /Z D 41AI CA Al L ANE S,l Rv�y i BE�/ch� M�9it'k" Tole sTAk 3`.S s�,dITAR1AN SGi`JL E : /''=ZO SEP T: 3 , 2 O `/.DOYZ- 'AS,5,0CM7E'S .SvB- SG3 -/99h4 Alore' SOL. J..d C'd.,v-r0/R PAOP056-b . /70 4 A1041 -11, A � k/AY E, SAL MDUT'N, MA • 0253 G