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HomeMy WebLinkAbout0047 GROVE STREET �. �. i j � I' ., o� i _ 3 st r G dFT �i+fR�i�QsE/�'lad�rlcCG14-�Cd� , y� ow-f ' Iroccno4�ca,n no`f .� r�f•S 2 Full6r St: carver,MA 02330. . . mcmahonmsulation @grmail coma 781-8311234. _ ���/O - S'iptember 15 2020 Re: Permit#13=20-269 ,T SFp1S 47 Grove Street: Cotuit,MA 02635 FBq -. RNSTge Attn:Building Inspector for the Town of Barnstable, This letter serves to :lose:out the open, insulation permit # 6-20-269. 1Ne installed' the following insulation/completed the following work acco.;tdmg to'.current codes:and best practices: o Air Sealing o Crawlspace Walls R10 Rigid Board Attic Flat:10" Open 1347 Cellulose ® ' Attic Damming Fiberglass<R=38 • Weatherstripping; • Common Wall 2" Rigid Board f This work was completed to stretch energy codes applicable,at the trine of'installation. It was inspected - by an independent third party named Clearesult,a utility funded agency that autlits:insulatonavd WeatherilationVo.rk' i. Please don't hesitate'to contact us with;any questions'!. Respectfully, 0 Michael T. McMahon Owner,CSL Holder for Project CS-068111 l: �. Town of Barnstable BU11C1111g BARNSTA Post This Card So That rt is ble From t e.Street At roved.Plans Must be Retained on Jo,b and this Card Must£be Kept Posted Until Final,lnspect�on HasBeen Made 63� _*. Permit �WhereaCertificate of Occu anc s Re wired,such Buildm shall Not be Occupied until a Final Inspection°has been macJe M p y Permit No. B-20-269 Applicant Name: Michael McMahon Approvals l Date issued: 01/30/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 07/30/2020 Foundation: Location: 47 GROVE STREET,COTUIT Map/Lot: 020-109 Zoning District: RF Sheathing: Owner on Record; SCHILLING, DEBORAH A Contractor Na ne MICHAEL T MCMAHON Framing: 1 Address: 47 GROVE STREET Contractor License: C5=068111 2 - a COTUIT, MA 02635 �� Est Project Cost: $7,863.00 Chimney: Description: Weatherization, Weather Stripping, Air Sealing, Cellulose; Permit Fee: $90.10 i Insulation: Fiberglass, t r` Fee Paid: $90.10 Project Review Req: I Date: 1/30/2020 Final: Plumbing/Gas j Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this-permit is—co,m�ffience'd with n six months aftepkMp'e. . Final Plumbing: All work authorized by this permit shall conform to the approved application;and the approved construction documents for"which this permit has been granted. All construction,alterations and changes of use of any building and st bctures shall be in compliance with the local zoning bylaws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or,road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. i Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and.Fire Officials-areprovided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing e Service: 2.Sheathing Inspection � - Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed . ,. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Low Voltage Final: 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. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site - �,. Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 5� , Town of Barnstable Building e <Post This Card'So TFaat Ct rs Vis�ble;Fir the;Street :A ,;roved Plans Must,be Retained on lob and,th�s Gard Must be;Kept "�" Posted Until Final Inspection Has.Been Made ��, ' �' , ;. . . a {� Permit Where.a,Cerk�ficate`of Occupancy, s Required,such Buildmgrshall Not be Occgp�edku til a Final Inspection has been made a.:.�. =.- ax L Permit No. B-2016-0346 Applicant Name: SOLAR CITY CORPORATION Map/Lot: 020_109 Date Issued: 01/28/2016 Current Use: 1010 Zoning District: RF Permit Type: Solar Panel-Residential Expiration Date: 07/28/2016 Contractor Name: ALEC MEYERS Location: 47 GROVE STREET,COTUIT Est Protect Cost. $17,000.00 Contractor License : 98660 Owner on Record: MACEACHERN,DONALD J/SCHILLING,DEBORAH Permit Fee $136.70 Address: PO BOX 245 M FeePald $136.70 COTUIT ,MA 02635 x Date 1/28/2016 Description: INSTALL SOLAR PANELS ON EXISTING ROOF 27 PANELS 7 02 KW D 'µ. J� Project Review Req : A Building Official x°, . . This permit shall be deemed abandoned and invalid unless the work authored by thispermit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application aid the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and str6d er s shall be incompliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the.Building and Fire Officials are provided in this krr`mit. `. Minimum of Five Call Inspections Required for All Construction Work. 1.Foundation or Footing 2.Sheathing Inspection ` ( x 3.AII'Fireplaces must be inspected at the throat level before firest flue lining is installed" & 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection , 5.Prior to Covering Structural Members(Frame Inspection) €' k 6.Insulation 7.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. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �S�__ S�6 (¢4D �1� � r rti TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ; Map C Parcel 1 Application.# w Health Division Date Issued /G Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH NO _ Preservation/ Hyannis APO Project Street Address r-D-yz- Village Owner Address drove. Telephone��� Permit Request 5 Q 5Sb\ 5 i , e- t sk-tYL 'tlu Z anq \ \Cat C'-�S c i j c[� �► S1 C� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation s ob b Construction Type IC-�...J� Lot Size �— Grandfathered: ❑Yes )\lo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure . 5- Historic House: ❑Yes XNo On Old King's Highway: ❑Yes '5KNo Basement Type: ❑ Full ❑Crawl ❑Walkout h yp ou ❑Other e 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-0— Central Air: ❑Yes ❑ No Fireplaces: Existinga--New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizePool: ❑ existing ❑ new size Barn: ❑ existing.,__;❑ neuA( size Attached garage: ❑ existing ❑ new sizShed: ❑ existing ❑ new size �Other - _. s , 1 ; Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ SIP Commercial ❑Yes No If yes, site plan review# Current Use �5� �� Proposed Use APPLICANT INFORMATION (BUUILDER OR HOMEOWNER) - Name �b ���- //lam [1� LJ �` Telephone Number �72 • ( qb ��3J`2 Address f �J�5'� License # CS I w 1. Home Improvement Contractor# Email 04 eliv,, Worker's Compensation # ALL CO ( RUCTION DEBRIS RESULTINU OM THIS PROJECT WILL BE KEN TO .. SIGNATURE DATE f 3 I (9 U rF FOR OFFICIAL USE ONLY ,. s APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: t FOUNDATION t FRAME INSULATION N R FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f � a �n 3= '� Fd#L 1� 14, o Y� •, d Job MD:Lmd OZ,GE ZSC�� ®no as oww®f*e Mkiw lo gem my o �- 1 h , ' a, :r ir•� ~�•{�i � •�Ao ,r ."i�'•j� ; N"i•.�71�01 4• t '�• "•� :S e a s b # 1Gf '.�sw otwo•SO.Jal H•81{lZhM1i`4 Y bP:G346i+1+'rQ.�.$ H - W�ancn�e�ir• Orrin Lei a+:b t)atltilr ' 8oaid of Guokbag R"lawto+r•a"9t#m"ro is ta�r•s CS-108815 JASON PATRY 821 STEWART DRIVE m Abington MA 0. 0210812019 ^w* ORke of Commmer Aff tr•a Ooafoen Regol•800 i HOME IMPROVEMENT CONTRACTOR Rog h"on: Jam Typo J. Ezptmftn: 3f8 JT 8uD_Dimeet SOLAR CITY CORPORATION JASON PATRV' 24 ST MARTIN STREET OLD 2UNI — ,6s j hAkBoRotio,MA 01752 Ueideesterobry_ t o I . -Tlee Commonwealth ofManach�rsefts Depanwient of lndusirlalAccidemw I Congress Stree4 Suite 100 Bogen,*M 02114--2017 www n=mgav/die Workers'Compensation Insurance Affidavit:Builders/Contmetorsfi leetricians/Plumbem TO.BE RILED WITH THE PERMITTING AUTHORITY. Anuat�csnt Infnrmntion please Ip'n! Len.I'blt+_. Name(Bus9navownizalion/mavidiw): 9olarCity Corporation Address: 3055 Cfean4ew Way City/State/Zip, San Mateo,CA 94402 phanc#: (888)765-2489 Are you-=+employer?Check the appropriate box: Type of project(required): 1.01 am aempkyer wuh 15,000 etnployeas(t1rll ancimrpa"inc).+ 7. ❑Nevi construction zo 1 am a sole proprietor or partnership mid have no employes workiag for etc in 8. Remodeling any Wacky.[Nv waikts'a mp.insurance regafirad.[- .. 3.1j1 atualumreatvnerdmipgAl work rgsdf lNoworkers'comp,imsuramomquired.1 t 9. ❑Demolition. 4.[]l ant a htma;owner and will be hiring wMacWra to condttel all work on any limpeny. 1 will 10[]Building addition crate that all axamcwrs alftr have insuranceoraw sole 11.[]Elechical repairs or additions proprietors with na atyrtoyer� 12.[]Plumbing repairs or additions 501 am a gencrai,coiuractor and l have hind the sulacnatractors listed on the attached sheet. 1 3❑Roof repairs These sub-conlractors have emplayccs and have workers'cortp.ntswaaac 14. r Other senor panels, G.[]We area corporation and its officers have exercised their right of exemption per MGI.c. l3Z 61(4),and vie Lave rwemployers.[No well ors'emp.Wum=regmir 4.1 +Any apgtfcaat that chocl a lax 91 most also nil out the section below showing et>eir workers'compensation policy mfor otioa. ' t l iomeownwss w to ambrrrit this affidavit indicating Clay are doing all work and then hire ot"de.contrmtoss must sttbtnit a new affidavit indicating surh •COotraCtotS drat streets the troac lnLLW alrached 8n additional sheet showing rho name of the sub-wnttarxors and mate vrltcaLer or not dross eatifles hive cuVAoycas. if the alb-contmeWi s have employees,they most provide dmdr wddree'comp.policy mm6er. !am an employer that is provdding workers'compensatten in stance for my employees. Below is flu poficy and job site ftrform�fata. Insurance Cam[Zany Name:American Zurich insurance Company Policy#or Self ills.Lic.#: WC01820155-00 Expiration Date: 9/1/2016 job Site Address: 47 Grove Street City/Ststegip:Cotuit,MA 02635 Attach a copy of the workers'cornpensatioa polity declaration page(skewing the pokey cumber wW expiration date). Failure to secure coverage as required tinder MGL c.152;§25A is a criminal violation punishable by a fine up to S 1,500.00 and/or ate-year imprisonment.as well as civil penalties in the form of STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA ror insurance coverage verification. I do hereby cerd an$w the pains and penalties of perjury that Me lt{jonnalden provided above is true otrd correct ason Pal : Janu I aa 13, 2016 i Official Ilse only. 'bo not wrlte 4 this at eft,to be completed by efty or town a,(f7cfaL" City or Town: PermitfLieense# firming Apthority(circle onez): 1.Board of Health 2.Building Department 3.Cityrrown Clerk 4.Electrical Inspector I Plumbing Inspector 6.Other Contact Person: Phone M. Y, 5 ` .. ,. DATE CERTIFICATE CIF LIABILITYe INSURAN�' C 0170 E �: „ ��` : - oa11712015 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 T14E'ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ' IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)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 andorsement(s). PRODUCER MARSH RISK&INSURANCE SERVICES PHONE - �p 345 CALIFORNIA STRUT,SUITE 1300 rarC No Extt 1jAflsNor , CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 aooRa AIIn:Shannon ScWt4t5-743-8334 .INSURER(S)AFFORDINGCOVERAGE 998301-STND GA4NUE-151fi INsuREHA, ZurichAmedcan Insurance Company 116636 —_ -- W5URED ITiSURERs NIA NIA ` SolarCaty Corporation A PU 3065 GesIview Way , ihquRER c N . , .'ion Mateo,GA 94402 INS 0 Amencan Zunch Insurance Company . ; 40142 , � rNSlRart E a INSURER F. Ili COVERAGES CERTIFICATE NUMBER: SFA-W2713636-08 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES"LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- .LlR3..'_ ._.._ -'--'rADDLTSIINR ...POLIGYEFF POLIGYEXP - - ..... ........ TYPE OF INSURANCE I POUGY NUMBER M%VDDNYYYL IMMIDDffmi LndITS A I'X 'COMMERCIAL GENERAL LIABILITY SLOO182016-00 0910112015 0910112016 EACH OCCURRENCE S 3,000 000 ? P TO j CLAIMS41ADE I J OCCUR RENTE � PREh71$E,s(EEN S 30t10000 L F'X I Slix bZ50.000 ,; I MEo ExP(Arty ens personl 3 — 5 000 G£ML AGGREGATE LIMIT APPLIES PER GENERAL AGGREGA ERY p 6 OD0,000 X�POLICY l .:.J JEGT �.... LOG p Y PROGUGTS-COMPIOP AIR S ;6,00000 OTHER. t BA0E217.00 cMaIN£o slNc IT .3 5�0,000A AUTOMOBILELASIUTY ' X ANY AUTO S I r SODLY INJURY(Per person) S> x:. AUTOVYNED X AUTOS[iLED ..`. •) BODILY INJURY(Per ecddent) 5.... . NON`O'AWEO '( I., 1,,, PROPERTY DAM5AGE.. S. ~ ..., X HIRED AUTOS X:.. AtfCOS _ _1 ,L. i -a, „aw " '" Per. ipe_r111.... L... _ _ $ ... .: .. COMPICOLL DED .. S 5a090 , UMBRELLAUAB.. .. + _ ..... l y EACHOCCURRENCE S OCCUR � - I EXCESS LIAR CLAIMS-MADE ! �.f' , `', AGGREGATE . S O£O t RETENTION S :x 'D WORKERS COMPENSATION IWC01820'14-D0(ADS) 09f01015 +1091011'l016 X 18TRTurg. ER AND EMPLOYERS'1AASILITY .. . ' A ANY PRaPRIETORrPARTNEp1EXECUTIUE,YIN !�C0182015-00(MA) 09N1f1D15' �O9'0112016 E.L:EACfiACCIDENT S OFFICERIMEMSEREXCLUDED?r NIA, —._ _.:: (Mandatory In NH) WC DEDUCTIBLE:$500 000 E L.DISEASE.EA EMPLOYEES 1 p00,000 [If yes describe under r j -- 1,Oal}000 ` DESCRIPTION OF OPERATIONS below `• A"• E.L.DISEASE-POLICY LIMIT 5 DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES IACORD tdi;Addlttonal Remalke Schedwlo,may be atfaahod N muse+pace Is requlredl b' Evidence of insurance. a s a* . d'♦ rw 6ERTiFICATE HOLDER . CANCELLATION SalalCity Corporation z SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE � 3055 Geanlew Way ,' } THE EXPIRATION DATE m THEREOF, NOTICE WILL BE DELIVERED' IN ; San Mateo,CA 99402 ~ ACCORDANCE WITH THE POLICY PROVISIONS: AUTHORIZED REPRESENTATIVE of Marsh Risk l;Insurance services Charles Marawlejo �.'�/t�',.1�""^ 6 IM-2014 ACORD CORPORATION. All rights reserved: ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD d k Version#53.6-TBD „So I a rC ity January 12,2016 RE: CERTIFICATION LETTER 1 A Project/Job #0262504 JASON WIL'k .M Project Address: Schilling Residence 47 Grove St 0 TUMAN - Cotuit, MA 02635 0 STRUCTURAL en No.51554 AHJ Barnstable `°� O 1 SC Office Cape Cod Design Criteria: 12/2016- Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C ' -Ground Snow Load = 30 psf - MPl: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.6 psf(PV Areas) - MP2: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL=.12.6 psf(PV Areas) - MP3: Roof.DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.6,psf(PV Areas) , Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.4g and Seismic Design Category(SDC)= B< D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity.. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluationI certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building g q pp g g g provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting'it have.been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by Jason Toman Date: 2016.01.12 20:47:45 -07'00' �055 Clearview Way San Mateo,CA 94402 T(650)638-1028,(888)SOL-CITY F(650)638-1029 solarcity.com AZ RM 2a3771.CACSLB 8N104..CO M M",CT HIC 0632778,DC W0 71101486,DC HIS 71101448,Ht CT 29770,MA HIC,162572:MO MHIC 128946,Pu 13vHW160000,OR CC13 18049&,PA 077$45,1',�M R 2708,WA GC:I,:SOt.ARC'91907.0 9013 80*0ty.All rights ftwetv4d.. - Version#53.6-TBD aa, `solarCit y HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing. X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 64" 24" 39" NA Staggered 68.6% MP2 64" 24" 39" NA Staggered 68.6% MP3 64" 24" 39" NA Staggered 68.6% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 48" 19" 65" NA Staggered 85.6% MP2 48" 19" 65" NA Staggered 85.6% MP3 48" 19" 65" NA Staggered 85.6% Structure " Mounting Plane.Framing Qualification Results. Type Spacing Pitch Member Evaluation Results MP3 Vaulted Ceiling @ 16 in.O.C. 340 Member Impact Check OK MP2 Vaulted Ceiling @ 16 in.O.C. 340 Member Impact Check OK MP3 Vaulted Ceiling @ 16 in.O.C. 340 Member Impact Check OK .Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771.CA GSLI3 888104.CO EC 8041,CT FUC 063._776.DC HIC 71101486,DC HIS 71101488,HI CT-29770,MA HIC 16857Z MD Mh11C 128948,NJ 13W061606w, OR CC&18049a,PA 07r343.TX TDLR 27006,WA C,CL:SOLARC'91907.O 2013 SoIa,QtY.All rights reserved.. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof System Properties Span i r r J.56 ft ;w ,:Actual D -,A ,k 7.25",X E Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material �� A , :� Cornp Roof A San 3 ., to z ' u � � �A 10.88 in^2 . < Re-Roof ° No San 4 S. 13.14 in.^3 Plywood SheathingRV 14L le : %Yes1" W' '�' tS an S " '• ,V � I' `�1' �� A7.63 in.'A Board Sheathing None Total Rake Span 10.31 ft TL Defl'n Limit 120 Vaulted Ceiling 'R — Yes'- PV 1 Start 2.00 ft Wood Species,- SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.83 ft Wood Grade #2 Rafter Sloe .340 . PV 2 Start _ . .: - Fb 875 psi, Rafter Spacing 16"O.C. PV 2 End . F. 135 psi Top Lat Bracing ., .,x, tzFulli tfie, PV,3 Start- -ABID. JAI 4, E Y-& '41400000 psi Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 8 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.21 16.3 psf 16.3 psf PV.Dead Load . :, PV-DL ,3.0 psf w4 x 1.21 Ad 3:6 tw sfi Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load' ? LC/SO? a 30.0 psf x 0,7 'Ilk 0:42 ' 210'psf*` `x 12.6 psf Total Load(Governing LC TL 1 37.3 psf 32.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)p9; Ce=0.9,Ct=1.1, I,=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15. 1.00 1 1.00 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 315 psi 269 psi 0.86 Pass r , s - s CALCULATION OF DESIGN:WINDLOADS--Z-MP1 Mounting Plane Information Roofing Material Comp Roof ty PV System ;�:Type F. � � � � 1� �- �:. .. �, SolarCi SleekMount' Spanning Vents No Stand ff Attachment Hardware _ r` '° Comp'Mount Type C a3 Roof Slope 340 _- v Rafter Spacing _* m16"O.C: ..., > - - -- . Framing Type Direction Y-Y Rafters Purlin._SPacing _XX Purlins Only NA' Tile Reveal Tile Roofs Only NA Tile Attachment Sy_stemR Tile Roofs Only NA " ,StandingSeam ra Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 WindWind Design.Method <Partially/Fu11y Enclosed.Method i . f Basic Wind Speed V 110 mph Fig. 6-1 C t�•.. z ,,. Section 6.5_6.3 Exposure'Category "�� ., � •{ .�� y x � ��� Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft v Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt _` 1.00 7 ` 1 . 4 -, Section 6:0 Wind Directionality Factor Kd 0.85 Table 6-4 Importance FactorI 1:0 Table 6-lY Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.�Pressure:Coefficient Down ,gin a,GC D° . _ , _.. _ ,.. ,u= 0.88,4, f,, ;,< Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U ° -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable.Standoff Spacing Landscape 64" 39" Max Allowable Cantilever - _Landscapes 24" � NA Standoff Confi uration Landscape Staggered Max Standoff Tributary'Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Net Wind'Uplift at_:Standoff_ T=actual Uplift Capacity of Standoff T-allow 500 Ibs Standoff;Demand Ca aci DCR ., 68.6%. M_ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever_ Portrait 19" Standoff Configuration Portrait Staggered Max Standoff Top uta_ryArea Trib - - -_ -_22 sf PV Assembly Dead Load •W-PV 3.0 psf Net Wind Uplift_at_%andoff - f T-actual . -428 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff.Demand/Ca aci .,ir. i DCR : 85.6%.„< i STRUCTURE ANALYSISLOADING SUMMARY AND MEMBER CHECK:`MP2 .-Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof System Pro erties San 1-. 734 ft Actual D n 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A° -10.88 in.^2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I :_ _47.63 in.^4 Board Sheathing None Total Rake Span 10.53 ft TL Defl'n Limit 120 Vaulted Ceiling Yes PV 1 Start -2.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.75 ft Wood Grade #2 Rafter Slope _ 340 PV 2 Start `> Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing" Full a 'PV 3 Start """ E -^1400000 psi Bot Lat Bracing Full PV.3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 8 12 Initial Pitch Adiust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.21 16.3 psf 16.3 psf PV Dead Load ^_ a= PWDL 3.0 psf x 1.21 - 3.6 psf f- Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load` LL SLI'2 30.0 psf' x 0.7 1 x 0.42 21.0'psf $" 12.6 Of', Total Load(Governing LC TL 1 37.3 psf 1 32.5 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(Is)pg; Ce=0.9,Ct=1.1, Is=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1.00 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 330 psi 283 psi 0.86 Pass �CALCULATION_OF DESIGN 1NIND LOADS MPT , Mounting Plane Information Roofing Material Comp Roof P_V System Type SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount.Type,C Roof Slope 340 - Rafter_Spacing 16"O.C. Framing Type Direction Y-Y Rafters Y K Purlin Spacing NA f s r . -'" XX Purlins Only, _ t Tile Reveal Tile Roofs Only NA TIeAAttachment System Tile"Ro fso Only �, ' -•. �,�NA � # Standin Seam ra S acin SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Desi n Metho_d Partially/FullyEEnclosed.Meth7o Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C _Section_6.5.6.3 Roof Style Gable,Roof Fig.6-11B%C/D-14A/B Mean Roof:Hei ht h 15 A Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00= Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 —Table Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure ' Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext Pressure'Coefficient' Down _ -GC -- ' „'1 '4_• r - g• / / A/ 0.88 - Fig.6 118 C D 14 B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure Up MUM -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64 39" Max-Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max.Standoff Tributary Area _ _ Trib _ _ 17 sf PV Assembly Dead Load �W-PV 3.0 psf NetNet d.Uplift at Standoff __T actual_ 343 1bs Uplift Capacity of Standoff T-allow 500 lbs Standoff D mand Ca aci DCR 68.6%' X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max TIlowable Cantilever .�`- =Portr5it _ 19 ° NA Standoff Configuration Portrait Staggered _Max Standoff Tributaiy'Area" " , - I Trib'- ' v- I$, 22 sf � PV Assembly Dead Load W-PV 3.0 psf Net W d!'Uplift at Standoff T-actual a _ _ _ ' • =42.81bs � TM`,. f ` Uplift Capacity of Standoff T-allow 500 Ibs �-Demand Ca -,;.85.6%. Standoff aci DCR:.,, . - ._ � -s� �.� ��,. F . °AND MEMBER CHECK STRUCTURE ANALYSIS -.LOADING'SUMMARY =,MP3` A Member Properties Summary •� ' x" .3 Horizontal Member Spans, Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof stem Properties °STan 1 . ,. � 14:Sltft'," ActuaLD� � t725"` x Number of Spans(w/o Overhang) 1 San 2 1 Nominal rYes Roofing Material'f � .rm :Com Roof , ' t'�" San 3 a ,`. � AT �. �10.88'iw: 2�,,_ Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathin .' � WOKE ,,Yes Kai *S an 5 .4,' °i,`UMO ':'.W RI KK jai M 47:63.in-'A4' i Board Sheathing None Total Rake Span 18.70 ft TL Defl'n Limit 120 Vaulted Ceiling_.r EW, " . -O-W-Westr .' hPV,1°Start .:ff. ",v w?1�A 75rft "'. ik Wood•Species W W" SPF.. "'`' Ceilin Finish 1/2"Gypsum Board PV 1 End 14.08 ft Wood Grade #2 Rafter,Slo e, , :< , m EB.. 9 a34°. .,°'' ""� PVi2 Start ' , �:; . ��Fe�� � T875 psi _�.. Rafter Spacing 16"O.C. PV 2 End F„ 135 psi To p L a t Bracm g'NOW-0-r0v W-.,Imo_ .. s WOR,A Full .k ',."PV,3 Start'.W RAW. ' ; 1 iffl,i'I 0` �.�A,,*-E AN ?1,1400000 1 psi Bot Lat Bracing Full PV 3 End Em;;, . 510000 psi Member Loading mairy Roof Pitch -8 12 Initial Pitch Adjust Non-PV Areas ' . PV Areas Roof Dead Load DL 13.5 psf x 1.21 16.3 psf 16.3 psf P"V,Dead Load E '•" r PV DL`(.•.`� " ;"3.0i sf a_ x 1:21 ." ,. ,.., , " a '�0 6 sf..' Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snovii Load... rsZ@ $ " -0-"' LLI SL1t2 _ .,,, 30.O psf ....2z 0.7�9,,I`,z(0:42 ,;,210'psf ' _. 12 6,psfs Total Load(Governing LC TL 37.3 psf 32.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Q(CJ(IJ pg; Ce=0.9,Ct=1.1,I5=1.0 -Member Design Summary(per NDS Governin ;Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1.00 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 1185 psi 1033 psi 0.87 Pass. Nq Via . 3, 'f P , - a CALCULATION OfDESIGN-WINDLO P3 x Mounting Plane Information Roofing Material Comp Roof r n ,. rSolarC';SleekMountT" 4 V System�TY_P? ! ,.--_ - �r Spanning Vents No �, Standoffs' Attachment Hardware ;,`' �__� �.. :�� . Gomp�Mou unt`�Typ C� Roof Slope 340 Rafter Spacing.. �. �., �. �,� .� ,-�� �' '�: _ ,_ . ,:�-`" •16'�O C°,,�,. .x ri �=x� war �.� Framing Type Direction Y-Y Rafters Furlm`S acin p_ gi' X-X P Dn NA Tile Reveal Tile Roofs Only NA Tile Attachment.System;` Tle Roofs Only Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind DeSign,Method r. _...m Partially/FuiIjTiclosed Method . . .3 Basic Wind Speed V 110 mph Fig. 6-1 ExposureCate o " �,.s •:,• .. _•-= C: Section 6.5 6 3 9_►Y w Roof Style Gable'Roof Fig.6-11B/C/D-14A/B Mean ROof�Hel ht r�__._ _, _;'. �OMM—W ,�ft �:� • -. �5, ..��,�Sectiofi 6:2_ y Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor = �Krt ' : 1.00 Section 6 5:7 Wind Directionality Factor Kd 0.85 Table 6-4 Im rtance€Factor z' .' I 1.0 ._ Ta6-1e 6-1'. ., Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure . Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B ExtPressure'Coefficient Down x i'GC ` . 088 `' ,. g 6=11B/C/D-°14A/B „a Fi Design Wind Pressure p p= qh(GC p), Equation 6-22 Wind Pressure U : -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE:STANDOFF"SPACINGS { g. „'' •k ° X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever` 42=MaRos7ape 24 NAB Standoff Configuration Landscape Staggered Maz StandoffTributa Area, .' Trib 'w 17sf- ` {�['..'N`�` ..."ram. PV Assembly Dead Load W PV 3.0 psf �iTactual '- -343i1bs-� �t, �.. Net Wind Uplift—at Sta do - _ Uplift Capacity of Standoff T-allow 500 lbs StandoffFDemand Ca aci DCOWMI68.60 RIX. X-Direction Y-Direction Max Allowable.Standoff Spacing Portrait 48" 65" Max_Allowable-Cantilever Portrait 19" b NA Standoff Configuration Portrait Staggered Max Standoff,4Tributa_ry,Area PV Assembly Dead Load W-PV 3.0 psf Net�Wmd Uplift at_Standoff -actual '' � ` '• -=428�Ibs ;x ,:_ 5: . Uplift Capacity of Standoff T-allow 500 Ibs Standoff3Demand Ca aci' "DCMO �. 85T6%% TOWN OF BARNSTABLE„BUILDING PERMIT APPLICATION, ,Map _ Parcel l Application #20 ( a Qb.. Health Division Date Issued 7 ' r Conservation Division Fee Planning Dept. Permit Fee, j Date Definitive Plan Approved by Planning Board IY GHistoric - OKH Preservation/ Hyannis ( 0�/� Project Street Address Village 0 0 y`�'� - helm Owner cSa 1 1, d-TInIc c� Address' Telephone GO rIV)V � �� �a��� `f' Permit Request &M o t—&Ao Ib&j�_L M-M I S*'&�1 R �--3 w ra d Y.,L4 ! AdaL s rl I� a r 2 A .4 Square feet: 1 st floor: existing proposed 2nd'floor:'existing proposed Total new Zoning District Flood Plain NIM Groundwater Overlay Project Valuation��J Construction Type ra�✓K�2 Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, J4 Two Family ❑ Multi-Family (# units) Age of Existing Structure al c Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: A'Full ,Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3 new Half: existing er new Number of Bedrooms: existing new Total Room Count (not including baths): existing (0 new First Floor Room Count Heat Type and Fuel: AGas • ❑Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing)�_New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing El.-new 57size_ Attached garage, existing 1 new size IShed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ w Commercial ❑Yes �No If yes, site plan review # Current Use �LiS 1 N ')7 A 1 Proposed UseL APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name j+ ��� l�fi - l ry Telephone Number Jj ��rp Address Z License# 0� Home Improvement Contractor# J Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 44d 11 u-P74 — r�vn chits SIGNATURE DATE ,} FOR OFFICIAL USE ONLY APPLICATION# jKPATE ISSUED +.es = 4-M `'L � c `k-MAP/PARCEL NO -ADDRESS VILLAGE OWNER c' DATE OF INSPECTION: jFOUNDATIONa .r .___ FRAME dl ®� 3li d` i8 tyt3ll� t( c�R► -kJ s _VINSULATIONJ 3< k C,erf �i°'�" fib' t nz FIREPLACE k,F t ELECTRICAL: ROUGH- FINAL 'p 4 PLUMBING: ROUGH FINAL a GAS: -ROUGH • :t;'=*t :.. FINAL f . VEINAL-BUILDING'8Fl k We- 1 :DATE CLOSED:OUTr .J,B ASSOCIATION PLAN NO. Y Town' of B arpstabfie • �TM�ram, - Regulatory rvi 'jXRNSMMSLe. Thomas F. Geiler, Director, ass. , �' • Biding Division rE0 Thomas Perry, CBO,Building Coinsiox�er mis 200 Main Street, Hyannis;MA 02601 www.town.barnstable.ma:us Fax: 508-790-6230 .Office( 508=862-4038 FLAN REVIEW °2 al�a� #Cle 'Map/Parcel: Owner. project Address l� O90" The fallowing if erns were noted on reviewing: 7-o A OR Rl AGE ST��`�S, / } 02 G(,�/AY.DOu� / time ----- - Z Y- 6 coos � iari rti� �Sr w� c . > I�cc E - Al Reviewed by: Date: The Commonwealth of Massach usetts Department of Industrial Accidents y Office of Investigations t ; 600 Washington Street Boston, MA 02111 .ma s ov r , www s . diag / Workers' Compensation Insurance Affidavit: Builders/Contractors/Electrcians/Plumbers Applicant Information Please Print LeLyibly r c�N�e_(Business/Organization/Individual): .E)_)t .WC, 4 sl_� "Itz hVI, Address:�_� 1 A) �►�l/9 01-� � Phone #: ✓t 7 / V Z City/Stato/Z-ip:--� ,112 , Are you an=employer?Check the appropriate box; , Type of project(required): 1.❑ I am a er em to with 4.`❑ I am a general contractor and I employer 6.' ❑New construction employees(full.and/or part-time).* have hired the sub-contractors . 2.0 I am a sole proprietor or partner- listed on the attached sheet. $ 7• Remodeling ship and have no employees {'These sub-contractors have 8.'X Demolition- working for me in any capacity. workers' comp. insurance. 19. [N Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.) officers have exercised their 10. Electrical repairs or additions �"3 I am a homeowner doing all work right of exemption per MGL ]IC Plumbing repairs or additions myself. [No workers' comp: c. 152, §I(4), and we have no 12.❑ Roof_-repairs insurance required:}t ..employees. [No workers' 13.0 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees. Below'is thepolicy and job site - information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date:_ h y • Job Site Address: City/.State/Zip:, r 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 rer 'y un er the pains a`d pe (ties f p rjury that the`information provided above is true and correct Si nature:- Dat'-e`: Phone r Official use only. Do not write in this area,to be completed by city or town offecial City or Town:. Permit/License# Issuing Authority(circle one): 1. Board of 1-lealth 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector i 6:Other Contact Person: Phone#: - I r 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 a 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 rs . 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 5-26-05 Fax # 617-727-7749 www.mass..gov/dia Of the ra Town of Barnstable .. Regulatory Services . � BARNSTAB[..E, Thomas F. Geiler, Director T, MASS. $ - q, 1619. Building Division �IFD a Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 wwrv.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXENfFTTON ,)t f Please Print DATE: JOB LOCATION: q ( 7 dCA�}�.?��� Co I t/ T number street village 1II1�� 11 � 3 / , "HOMEOWNER": �,YJ �h.l•I"I' J� qv)0 � , 6 ILh ` 2-,.` name (� e phone#, work phone# CURRENT MAILING ADDRESS: / V 0 d-q +/ CIO nz PT" 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 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 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 bulldi K permit. (Section 109.1.1) t The undersigned "homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. *. y The undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspectio pr edures and requirements and that he/she will comply with said procedures and 44 requ' e en . r , Sign re 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. ROMEO WNER'S EXEIITPTION 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 homcovtmcr engages a persons)for hire to:do such work,that such Homeowner shall act as supenvsor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supennsor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness oflcn results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it Would yith a)icensed 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 permi(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. f o� Town of Barnstable K rHe r 4 'L Regulatory Services ' RAWSTABLF, 9 ass, Thomas Thomas F. Geiler,Director E bar A. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.rna.us Office: 508-862-4038 Fax: 508-790-6 Prop ertY Owner Mus t Complete and Sign This Section If Using A Builder I, Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized`by buildin ermit application for. . (Add ss of Job) Signature of Owner Date Print Name ifPr-opert Owner is applying for permitplease complete the Homeowners License Exemption Form on the reverse side. Q:MW3:0 WNERPERMISSI0N FILE# MIP 46319 CENSUS TRACT# 132 CLIENT:DUNNING,KIRRANE,MCNICHOLS &GARNER LLP, DEED BOOK 10973 PAGE OWNER:JANE M.MASON �,, PLAN BOOK 15 PAGE 67 LOT 467 APPLICANT: DONALD J.MACEACHERN&DEBORAH A. SCHILLING ASSESSORS PLAN 020 PLAT 109 V MORTGAGE INSPECTION PLAN OF LAND LOCATED AT 47 GROVE STREET BARNSTABLE, MASSACHUSETTS SCALE: 1"=40' July 29, 2010, Zp aad Sit i i o�cY 4,0, i IVZ `1-7 Ik 17 .t� lSy' -YhIc a�! Gom��i�NG� r�sit kz' . �o GIZOVE- S;Per T CERTIFY TO DUNNING,KIRRANE,MCNICHOLS&GARNER LLP,THE CAPE COD FIVE CENTS SAVING LE SANK,A MUTUAL SAVINGS BANK,AND ITS TITLE INSURANCE COMPANY,THAT THERE ARENO VISIBLE NCROACHMENTS OR EASEMENTS EXCEPT AS SHOWN AND THAT THIS PLAN WAS PREPARED UNDE DIY IMMEDIATE SUPERVISION. THE LOCATION OF THE DWELLING AS SHOWN HEREON IS IN COMPLIANCE WITH THE LOCAL APPLICABLE ' ZONING BY-LAWS WITH .RESPECT TO HORIZONTAL MIENSIONAL REQUIREMENTS. - TIE DWELLING SHOWN HERE DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A ATYC Gttide to Wood Construction hi High Wind Areas;110 tnplr JYigd Zoti:e - Wssachusetts Checklist for Com fiance (7s0 CNUZ 5301.1 1.>I)', Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)...............................:..................................._ .......: ......... 1 mph 10 Wind Exposure Category Wind Exposure Category................Engineering Required•For Entire Project................... ...... ..0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a,story) I stones _<2 stories . ✓ Roof Pitch ....................: ...... Fig 2 .. . �. ( ) •. • - 2 Mean Roof Height (Fig 2)................ D2 1<33� ........ .... ............... .... Building Width,W ................................. ...... ...,..(Fig 3)....... .2-1-�ft 5.80 Building Length,L .................... ......... ........ : ................(Fig 3)............................... 210;7 ft 5 80 Building Aspect Ratio(L/W) ......................................... (Fig 4)._......... . 1,24f <3:1 Height of Tallest Opening ..... ..........................(Fig 4)............................... ...1 8 U.- Nominal . 5 6' " ,. (� g +40 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).... ......... ..... .................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................:.......................................................:................................................ Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION . 5/8"Anchor Bolts4mbedded or 5/8 Proprietary Mechanical Anchors asp alternative m concrete only D able 4 ....... . Bolt Spacing—general ...........................................R ) 71 .fix.. `�......................... ��,in. ,� !/ . F Bolt Spacing from end/joint of plate................:............(Fig 5)........ .....:................. & in.5 6' 12- .....(Fig 5)........ ........ ....7`t in:z 7" Bolt Embedment—concrete............ .....:............... ............. — . Bolt Embedment-mason .... in.z 15" 'i�A . ry....._...... .................(Fig 5) t......:........ Plate Washer........ ...:.................... .:.:.:......:....:.:......(Fig 5):..........::................::.....:........:>3"x X x%* ✓ . 3.1 FLOORS Floor member spans checked ...(per 780 CMR Chapter55). Maximum Floor Opening Dimension ... .....(Fig 6)................ NA, Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................... ........ Maximum Floor Joist Setbacks Supporting Loadbearing Waft or Shearwall...:...::.....:.(Fig 7)......... ..................... ....... ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall....:.....:.....(Fig 8).......... ......... ::; :.... ft`<_d FloorBracing at Endwalls ....(Fig 9).........* :......:.. ....: � Floor Sheathing Type .................................................. ..(per 780 CMR Chapter 55). ..:.... Floor Sheathing Thickness ..................... .............(per 780 CMR Chapter 55). .... ... ..... in. Floor Sheathing Fastening ......:: .-..(Table 2 .._d nails at in edge/_in field ............ .... ( ) , 4.1 WALLS Wall Height Loadbearing walls..........:...::. ......................:::....(Fig 10 and Table 5)............ =tF`ft Non-Loadbearing walls ........................................(Fig 10 and Table.5)...........................jXt: %_,� S 20' � Wall Stud Spacing .... ............ ...(Fig 10 and Table 5)...................�in.<24'o.c. Wall Story Offsets ;..(Figs 7&8 ft s d 4.2 EXTERIOR•WALLS' Wood Studs Loadbearing walls able 2x i.I: ft in _✓ ........... .......... (r �)................... . ...... � � �t. ..... ..... .. Non-Loadbearing walls................................................(Table 5)..............................2x�= ) ft in. Gable End Wall Bracing' / Full Height Endwall Studs............................................(Fig 10)......................,............................ ..:.......... V g ... ( 9 ).................................. r ft�W/3 WSP•Attic Floor Length................: . .......................... Fi 11 `� 'Gypsum Ceiling Length(f WSP not used)...................(Fig 11)........................................:24 0.9W 77 and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11 or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_ Double Top Plate Splice Len ... ....... (Fig 13 and Table 6 -ft Rnlir_a CnnnP.rtion(no-of 16d common nails)..............(Table 6)..................................................... INN Aff,C Guide to Wood Cotrstructiort itc Hl qh 11,ind Areas: 110 tnph.1Yirrd Zone �M M-Assachusetts Checklist for Compliance (7so Cii'[R 530.1.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails) .....(Tables 7) . Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)......... ........ ........:(Table 8):............ :....................................... �- Load Bearing Wall Openings record largest opening but check all openings for corm liance to Table 9( 9 P 9P� ) Header Spans .....(fable 9) ...4 ft 0 in.5 11' v Sill Plate Spans ..................... .......(Table 9)...................................4 ft Q in.5 11' V' Full'Height Studs.(no:of studs)...................................... ..................(Table 9).............................:...:........:.. 9®� Non-Load Hearing Wall Openings(record largest opening but check all openings for compliance to Table 9) 'Heade ans nSp .:`.' , Sill ................................(Table 9)..................................�ft ® in. 12 PI ate:SParis............................................................(Table 9)..................... ft in.512" WA Full Height Studs no.of studs ......... `. g, ( }. :.: .........(Table 9)::........ ........ .....:... .............. ' Exterior Wall:Sheathing to Resist Uplift and Shear Simultaneous[ y° , Minimum Building Dimension,W Nominal°Height of Tallest Opening2` ",ID a 6% ................ ...._ ..................... Sheathin fiype..................... " g-: ............... (note 4): . EdgeNail.Spacing .. Table 10 or note 4 if less Field Nail Spacing (Table 10) ...............t. "O.L in. Shear Connection(no.of 16d common nails)(Table 10) e�� 32...... 16� Percent Full-Height Sheathing........:.........:...(Table 10)..................... ...............,C6,2. 5%Additional Sheathing for Wall with.Opening>6'8'(Design Concepts)..:.Y!V'�........ _ Maximum Building Dimension,L Nominal Height of Tallest Open ingZ -p�c g�g� ....... ....... ......... ................... ......... ....... _ SheathingType............................................... note 4 .. ..................._.. ............... � PLYU04V � I�Edge Nail Spacing.....:...:......... .(Table 11 or note 4 if less)........................TS in. Fi I Field Nail Spacing :(Table 11) �� n. :. .. . Shear bwl Con (no:of 16d common nails)(Table 11) .............. i . It9P,P, Percent Full-Height Sheathing... ................(Table 11) .......... a � �-"5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts)..................... Ae!f. Wall Cladding Rated for Wind .............................................................. -Speed? ..................... u ,... , 5.1 ROOFS Roof framing member spans checked?.. ( ... ..(For Rafters use AWC Span Tool,see BBRS Website) ✓' Roof Overhang ................::.....................a...........(Figure 19) o ft 5 smaller of 2'or U3 y Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.....:..:....:... (Table 12).................:............................U= PIf90, Lateral.. (Table 12). .. ...L=�plf �bouk .....:(Table 12). S— pff Ridgi Wae ,.. tlar t! not used per pa(Figure 0) le 13). ¢�q s s `�Ier of 2'or Lplf 2 Ga :': ......... ....:............ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift... ....... ...... ... ....:.........(fable 14).. .......:: ...:...:. U= lb. ..... ..` Lateral(no:of 16d common-Waits)...(Table 14).. ...:........:::....................L= . lb. Roof Sheathing Type.......... ...(per 780 CMR Chapters 58 an ) ...... Roof Sheathing Thickness.. ......................... ......:................................ �C.w. ._>7/16'WSP .� 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-5301.21.1 Item 1. If the checklist is met In its entirety then the following metal straps and hold downs are riot 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 requirementsshown 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. f AFY'C Grcide fv Ff'v0 Cvilstrirctioa ire tli�h Y1h d Areas: 110 mph Wind Zone Massachusetts Checklist foi- Compliance (7s0 CMR-53012.1:1)' 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 shalt be minimum thickness of 7116"and be installed as follows:. L 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 5. Glazing protection:a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the.first floor c)replacement windows-needs energy conservation compliance only(chap 93) 6.Wood,Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American.Wood Council (AWC)website. -YYHETI THIS EDGE REN I ON - MWING USE 8d NAILS I 1 11 , I1. ' • 1 �aa I . .. lY or 14it / _ it it Ed li v is ii tl 1 X i i m� /1 1/ FRAMING MEMBERS � •�I I y _ l', 1 EDGE 9frERMEDIATE A u 1 / . 1 to IIL J u 19 J 1/ .1 1 � ;I I; F I , I I 1 9LLE EDGE ------ STAGGERED 3'MMd :9A}JCSPA�CWG _ AIAq.PATTERN PANEL PANEL EDGE DOUBLE NAIL EDGE SPACING DML See.Detail on Next Page Vertical and Horizontal Nailing Detail Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment BRIDGE RESIDENCE 75 BLUFF AVENUE M A S H P E E M A Drawing Index: A O Demolition Plan C O N ST RU CT I O N I - Proposed Plan S FT 2 Elevations L I 3- Elevations/section/Schedule I .20.20 12 4- RCP/ Electrical 5- 5ite Plan $ I - foundation Plan 2- Structural Details C i J TO n u z • a M MICHAEL A. JIMERSON A.I.A. ARCHITECTURE&INTERIORS 1 9 3 H o r s e s h o e L a n e Centerville, MA. 02 63 2 5 0 8 7 7 5 - 4 2 6 4 inaj arch@coincast . net LEGEND �E%IERIOR EXI6TIN0 WALL • - � e'INIERIOR EXISTNO WALL C==7 WALLTO M DEMOusS o 11 I II 1 I II 1 I II I I I ^ �,�\t II I r___J • - 1 moamlm.otrwwaxM. liarys rennw�as,n,.[a —J Q I ,Q we. ,o o.k•.� .,.aoe+�mw,s*a,ns w...� f �J__ ' occo.wcs,cau�mcua O ,I O, cam•7v,rvo•>.v L—y— I _. ^ - ' CII ,y - I Q •� � 11 '�.l rn!�rt�mavetw+mi a+eav,arnv uam usnso_aei 1� I, n.a.mn 2.¢ .,w w.vo Naves+,x+eirrtxn..e.ea mead ' ,I1 — — --OI®I, � _ IWI° rtdu,nc ortacacrvat _ -C 'I 'r I, Dl-------------T- OO O' NO. REVISION DATE Mac them 5chdhng DEMOLITION FLOOR PLAN .TO Sb %DaWl6 M < 5CAL�= 1--0 TILE:OEMOLTON PLAN. DATE:NOVEMM 12.2010 . MICHAII.A.lID1E ON ASA. AR�iECNBS&NTFRIOn . .. I 193 NwscboO Lme . Cmarvilla MA.02bl1 - ' - 506'!'1SCIyl md�csm�,.oa LEGEND - ESIV ft EmMrweW —NeW lMerlor N40a /Di/ New EtEeilwWaOe • - O New MIIMaM1 . I I O O m ~ ____j OvroAaheE lleriu w oa-n u<•tv mnw•. evc^_erc r ^ O '� is o .•een�jFetara _' r�• _—_ GUEST BED ROOM O miry i _ __ rc a.v�rowc� Oj no YYx._ .. O n v • •v.{ruuauV's i4 atvn - _ - J_yK. EttISTING DECK O vs¢orta.�roev_r:eur.a�v csxrowawx. noa.w o Ocev n..a.awcaasW. _aw,v v. ra.a....nwr.•acsrm_. S Q u.elarca.+>ce�erowc�tnr..wvse e-n. � rvs,>_ra.um.•uva im�rwar_. rSw. u IO�LE G �wvc srvaro...•usevvw.rr-.r.c .� c.._twmuo:aaca.wnc rmimn-L< - . BATN QI O emv MTCNEN ' - NOME oMCE J-Rt4• -aYe' - i � - MASTERBEOROOM * I CtOBET LAVING ROOM �5= ' SURE '-4•' I �C Pa' MSING 4 i p _•® - - O TWo CPR GPRPGE - .. SOTING A 1 "•,�.. /A. 1: or E - {l` i� bi STTORAGE ® NO. REV1810N DATE _� �' J �' _tg14• 4 lam' J 0 0 - cp�p -- Mac.chc 5&1111n9 Ea rn MASTER _Y RCBIGCDGC BAT. e)Oroee even CmuM 038]e NORrx woM SCALD TITLE:FLOOR PLAN FLOOR PLAN DATE:NOVEIM,R .wo • M]CRA%1•A.dA1ER5o]l . .VLCDIT•Ecnms k TNT om ' Lmxet:eneeL�e Cee,ery rMA.03W3 s oe ns<zu - teiN�etmacoN . Etltlln9 Effi�w We9e •• . Etle0n9lntelbr Welty _New lnbNio�Vhlle ' /�/'/y�,New E•Awior KlOe /„ em.�.ar_��• - _. New Nmiwh �i a.a.ww c�x•cxa ____�Osmo9YUUlEfma i 5OUTHEA5T ELEVATION - �mwwx.awox ' - F Wa A.2 ., l�.swoow�eNsa v. B O NOS.. ftEV1810N alE Lill .�.. •ww ® ® ac cheM Fa rn Schllling � Residence . wo - �T omw suaet cowl o3s3s nI 'SODiNEAeT6 NOftiN W ELEVATIONS • - DATE:NOVEMB 12.2010 NORTHEAST ELEVATION MICHAID.A..IAf6ftSDN A.LA - ._. AeCDIi&CIUBT6IN3'SBIOILS. • 193 HonMmtwm Cmmv MA.03b33 - � SOBB T]S4360 vwje•r8®mmmi[nd I ` , EtlNiq ExtMor NYIN ., EdaINO�ndtlor NAOa - -Naw lnleM�VJeW - /Di/ Nsw EtlallorWeDe �s��.voau.a wze p >:r.n+wmmua� E:l El ____�OamoIWeU lbma ♦ � I NORTHWEST ELEVATION a 7T, PH lu A.3 E DOOR SC E0131E NO. REM610N OtTE ~ " YWEI ® ac chcm SchAhng - O Rcsldcncc �. 4�oNmo.amws '�•'s.' ,".�,. .- _'`:"" = Y 5CA— LEE ....x.u. c.�....... TITLE E%TEM E ATON SECTION/ELEVATION OF GARAGE e.. ,-,,,,� w-i GESEEMON Ra - N,N ""• tg` ....�® "..�� .-...- "'•.m' DATE:NOVEInBER i2.2010 ,, _ •� ..."-` 11HOHA®.A.JA41t50N Alm AHCJOTECIT/AE&INEERIO1t5 193 Honabroleva .. Cmiwill4 NIA.02631 wa nsassa _ IMNDDVJ SCNEDUIP jvN®mmosLnG I - -EtlNBB EalaHm We9a ° EAYNpIniMm Welt / // New Eekliw Wells NewMH— d ' ❑ ❑ A POWER,TELEPHONE, ,{..\` MD DATA ROOK PLAN ° - /` .4 REFLECTED IN PUW -�NpO��REVISION—DATE aD acheM E .5chdlmy al Gm weal,C WlWM 5CALE� i - TRIE REPLEC3EDCEIDNGftAN POWER T—.CABLE DAIS:NDWE M 12.2DIO NI3CHAp•A3NS A.IA ARCw E.—P.IO PT 193H03L3 193 Hmsahmlaw ' CmiNvi114 N3A Otfi33 ' ' 508 T)5<3fiC nule,aFOcmnnatnet EW W9 EVeMr WaW ' EtltlIIp IMeMTVaeOe New mmlmr Walla New 1AI ____�0.nmIMwE Imme ❑ ❑ �;I r�- ❑ Ni ROOF FRAMING PLAN - A13'-1 I roP Of fJRAGc wDL[ v MLnrtfLIURILTAB ASPIWr 5nw61[A5 MANUPACIUR[D 6Y cERTNNi[CD sy°nuinwGw weiwn•cuPs®sown. 'w'+o^uaKTL•. GRAc[ILC♦WARR S w SaOK Of F.F- [RIAVMtwT OVCR ASTM 1a69 ASPMLT 5ATLIRARD PetT UND l30 301J.fflT1 ROO[MIRC ROOF. . I I I I « ya•5Tw/CTIIRAL WDOO PANR 9.Ox . eorn slDes of wore roR ATne PLooR. I z owewnG Ix-eelweex ev[Rs•RArreR 4 JIMP90N STROx6-TIE nWwCAN[STRAfS®ALL RAPRR TO STUD pC[ROW >_xucuuawx I I R3O IHSNAROx.COVNG Id9T9® --— FItN.UNL PLAx51 I C O.C.Ret ROOT PRMaxG Piiw ILAD LDARD COPPCR DWP fOR 513[5). "-... ...�- %-9ya•RNLSntD LOUnG nCIGNT. BIOCp'NG A9 x[R55NM. L- aMl - A5K I'.10 rASOA pOARD a I•.C lR[OL BOARD RAaaR[D. L.VAPOR 9ARRIER 9TAPLtD TO A3[K /S BOAkD SOR9TWCO.xfWUOLLJ FLrSTIC SIOTT[D VOIT-1. a��� � 5ND5 OV[R GATT Y+5Ul4TlOn. LL 2'+V SNDB®IG'O.C.W PIBBRGLl59 BAR w5111A11Ou R-19. TnT D%GIPSUM WPLL BOARD iAP[D i MNBEL NAxTI1c GRAD[FARORV STNNED C[DAR SxINGLL9 S'MAY. ..scuwwce .rwMm,N.D PNNRD.. .�� � �- ae PxPOSUR[.iwPR STARTwG CWRBE. I F ^.�✓ CILL MROeER WSeROU591LL5GLtA BLDX RhNOOD SNGiIUNG. �+`8w:w -RAL[VKLR D[R SILLS LPR AMID OBDI%['nOMt JUCF[RPVfl MAR'nWJt WRM, ® - O-2-12 F..FLOOR g..» �f2)2:.Y PR65UIt[TRWRD SILL PLAT[9 ep GRACt•/KDR PIUS•®DUi SIDt S. 1 Q _'�"� ^' g�a3a Oo nr.��•w imorA KEOf SILL rNt[9. O-c TOPF Of CoxcRel[ro0nxe NO. REVISION DA TE I•Y I I a•SLaB Ox GRAO[M6+6+WI<• � -.• . IaT` 1 �•'^ •y A•I. ­F.I•F—TOP OF 5W 5 J'd AUCnOR aOLiS®2'-9.O C IUSCD«Rn 91MP50u STROxG-TI[nOLO OP[nI—Ax NGS). PNT6 mT W/13)B0 3®ALL CORNFR.S AUD GAFIG[DOOt POLt[fnKCN[VAPOR 9!RRI �T �I �' I.I uxouesus Au eoGes urrrne Mw cwMPAereo: 9chll ewrsneosroxE ANDTArED �.' � - ac chM e Ea fn hng •.--'' c)MFAn[n 9DB m.ADe. es DDweL®z•-e•O.C.so L Resldenee rn•+s®roP AND aorroM o cmRe sheet condl ozBv LOxTxuOVS. IS �•�: WAT[rt+ROOF MGIaRAN[.JPRAv[D APfNCAiIDx OF GRIL[7'ROCP¢TS•. I SCALD° m es•scrnTlNuous �' �` i roe[F. <+xx FOOT.—wx eaow DRADe TITLE FOUNDATION PUN,ROOF FRAMING PLAN 6 WALL BE—N EXISTING BASEMENT PLAN PROPOSED GARAGE PDORION DATE:NOVEMBEit 12.2010 FOUNDATION PLAN Q)TYPICAL WALL SECTION OF GARAGE ADDITION 51 MIC9AF.LA.]NtERRSON A.LA. ARc�h IMERIORS 193Horseshoelero eem Auozas2 509 soa ns-a2u . .. - jud®mmustha I GEND � � EtlnlnO EWrlw Walla . EdWnB IMeMr Wage - - - New lMeilor W6lh ' � /©i/ New Exieilor Walla - ____.I DwmIWe0lhmn 3 I I S. P. . -�NpO�gq- R-EVI610NDA]E - Residence ' � _ 0]GmW eueel Gm1102635 - Dhn::NOVEN M 12,20lO . WCBA6LA.JID1SRfiON A.3.A. A CMTECC A]Nl'ER3OE6 193 Harsehoe Ia® SBB Cem509 77NIA Btfi3B N36a Town of Barnstable P`pF tHE ip�� • VRNSTABLE '`" — Regulatory Services 9 MASS. �A t639• Building Division lE0 MPS 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 ,. I { i Inspection Correction Notice Type of Inspection �� Location � 7' ���U S7 e 7' Permit Number t UCH 3 2 i Owner ' ' Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0 13(-' a o .K ,� _� S 4�n/c � T CUB� /��- �rl� �'� � i rn 61t wiz 45� 4i4(t:f6 r t/ 1 - C ` ... s. tir M1 j 4` ,Please call: 508-862-4A-3-8-for re-inspectio . Inspected by � IJA Date r To / o� DAM Date rime Z •`1,5 ` O PM WHILE YOU WERE OUT M eaz..A2 own-& of Phone Numbers ❑Telephoned Office N ❑Please call ee Code Wun6er � � Eia: Voicemail ❑Returned your call FAX ❑Called to see you Pager, ❑Wants to see you Mobile ❑Will call again e-mail ❑URGENT DD Mesaa . ���A! .f .✓C/Z A. 44 �,. AMPAD Operator Reorder EFFICIENCYO #23-000 Engineering Dept.(3rd floor) Map ��U Parcel Q aR'4ermit ' House#- 7 G: _ Date Issued Board of Healih(3rd floor)(8:15 -9:30/1:00-4:30)`'77-5�3 '� 3 Fee T Conservation Office(4th floor)(8:30-9:30/1:00:2:00) _� SEPTIC UST RE Tlefinit;.o n, AnnrnYeLl hS� arcl 19 INSTALL -�= S LIANCE - TOWN OF BARNSTABLE NVIRON TOWN REG OE AND Building Permit Application ULATIONS Project.,.-Street Address 44 6—d20 V ~-> S Village` C®7-V f T , M Owner ZT /,9-H C M 14 5® Iq f Address 5 -Telephone Permit Re uest i b D f Ti8 q W eu f=2A"C fV /2 �� 6� "0 t� E= q S / S C_ s- 7_D F 4_®-o R P L 4 N t Iq l=201Y T ® t= H-o u Stg ` First Floor '0_0 square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District e' Flood Plain Water Protection Lot Size /OV " X r Grandfathered ❑Yes ❑No Dwelling Type: Single Family , Two Family ❑ Multi-Family(#units) Age of Existing Structure il-0 YRS Historic House ❑Yes ANo On Old King's Highway ❑Yes *No Basement Type: ❑Full Xcrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0'U Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 01 New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New ! First Floor Room Count 6 f 1 Heat Type and Fuel: ❑Gas AOil ❑Electric ❑Other Central Air ❑Yes No Fireplaces: Existing New Existing wood/coal stove ❑Yes ,4No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) /14 X �-0 ❑Barn(size) ❑None ❑Shed(size) — — ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )KNo If yes, site plan review# Current Use Proposed Use , Builder Information Name r/4 U L C�c 12® y`f Telephone Number Address !?O f� l2 7 �P�t��' {� License# 0 C fT b44 4 D'�-6� S� Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO o SIGNATURE l C AC�--trl�td DATE BUILDING PERMIT DENIED FOR THE FyQLLOWING REASON(S) M ! FOR OFFICIAL USE ONLY i PERMIT NO. DATE ISSUED' MAP/PARCEL NQ. �` - - i." j +, ` • , «{ _ - . I �}cam. ADDRESS r. f VILLAGE OWNER -' `ti DATE OF INSPECTION: 2Zo '� � FOUNDATION ' FRAME f / 2"L k 4'�' VIP INSULATIONo��( FIREPLACE ELECTRICAL: ' ROUGH FINAL' L J PLUMBING: 4 ROUGIjll FINAL 1. GAS: -�� aROUGH� 4-- ° FINAL " � Qom" � k (, 4 ' {.FINAL BUILDING ..; S ` 36 f y L.i f"` .. • r j i. EZ /DATE CLOSED OUT 0f r j.11`ASSOCIATION PLAN ® f 4ti r S � r • �r -a G t4 t,i a 1 L,•..5 t .Lv. y�..}d`r4 3 q 7- r{' - :f , �?j//' QG�Y7i72liY�!I�C2,GC�L O�ii�1�246GG�itLulP.�j , . OE_PA_RTNENT OF PUBLIC SAFETY !' C ON'STRUCTiW',SUPERVISOR LICENSE NumB s Expires: - Res m ed=To B8 r. a PAU- K RilNA BOX 653'WOERRY TREE RD � COTUIT, NA 02635 d ME`�N� ENENT4 CDNTRACtOR e stxato f 5918 , I vl ot�A� , N .x • � Ot4A �� '. a FAO SOX s5 �g0,� ERRY TREE RD �: -• • , � � '�.�• I AMA= 2136�, . {� ,� ADMINIS1RA70R a " Tllc• ClInnytonwealtlr of.1fastachuseiry t ---=t=- Dc-Pcrrtrrrcrrt of Industrial.4ccidents ,i ` �}" • ';j Of11cPa/IMPstlgallntrs =��,t :_; :_• 600 If'aslrrngrurr Street 4;• �.�'- ��: Buaru,r..iluaa: (13111 Work-cm' Compensation Insurance Affidavit �l�Piic nt infnrmatinn Plc^�e PR1le^*hiv Inc- inn 4 7 G 1 0 V 5 5 r cin Co r U ( 7- t-1[9 t) 4-11 nhnnc 1 am a homeo%vner pe^or,,,in_ail work myself. '17/1 am a sole crcar c.ror and have no one workin-Y in am• =pac ry — - [ 1 am an empiover providing workers' comeensation for my employees working on this job. cmm�•im• n•imt•• �tirlrrcc• city• nhnnc 0- incnrnorr •-n nniin _ arr .:SOhC CrCC'Ie' -enerni contractor. or homeowner(crrcic oitcJ ano have hired the ConlraC-0 ilSiec Oe:Otis' -_ the oiloNt•ir:g •.vori<ers' :CT-, Lensarion pollee_: cnmr,:1nv atirirr— nhnnc a• in—r-7rr rn nniicv- far.•^^n� -t'tmr. rite nhnnc�• nailer rt incur-rive rn. __ Attzch auditionsi she.—tf necessan•�__.—�. ._.,. _,. •:...Y -_:� ... ._........ _..:.....r,...._-�. ��,_ -.�. F::UUrr to 5C[UrC cus cra,c:a reGuirrd u tier Section—'cA of,%1GL 1S::an tend to Inc imposition of crtminai penaines of a line up to S1SOU.UU anurcr uric cars impnsonmcni:is %%Cil ::s cisii penaities in the form of a STOP WORK ORDER and a fine ufS100.00 a da}•against me. I understand th_t n cop` 4 this,t:uc:ricut rids b 4u ,nrdcu to the or ice of Ini•esticztions of the 131A for corerace verification. I r:o iierchr ccrrti• urr;11c^rubs aria Pcr ntperjurl-rhat the informarion provided above is true utr MCI,. q n.. . .. Phone'* oiTiciai use unto do not write in this arc=to be completed bV ciry or town ofrciai i city nr tni%n: prrmit/license# r"1luiidin_Deparimcrt Cluccnsin_ ±3uard' — 'neck if imincciate rrsnunse:s reuuired [:,SCJCCt MCn's OMLC i.. — [ticsith Dcnartmc. phone z ^Uthcr - _ :cat;.. acrcrrn: Information and Instrucrioirs Massac.'tutic:ts Genen:l Laws chanter 15'_ section 25 requires all employers to pmyide workers cnmj:c:a:aic:n "la%v-.an cmphuvcc is dcFmcd as even, person in the scryicc of ::11othcr.undcr etnnlm ces. As quoted from the contract elf hire, express or implied. oral or written. An emphiv r is dctincd as an individual. partnership. association. corporation or other IC,-,al entity. sir any !%vo c- the Furc__oin_ �n,_a_%:d in a joint enterprise. and includin_z the le_.^1 representatives of a deccasc-.i cmpioyer. or rccCn,er or!ritstee of an individual , partnership. association or other ie`al emit}�, employing empfoyecs. Ho1�e'. : m�ncr of; do chin_ hrntsc hayin: not more than three apartments and who resides therein. or the occ::pant of T' d%\cllin�_ house of:Mother rho employs persons to do maintenance ;construction or repair work- on such diycili or on the '_rcunds or building appurtenant thereto shall not because of such employment be deemed to be an ec ::: MGL hap:c- 'S= section =5 :also states that ever}' state or local licensing ngency shall ~Withhold the issu Mcc c. W31 of.. license or permit to operate a business or to construct buildings in the urmmonii'caltlr c::nt xho has not produced acceptable evidence of compliance with tine insurance covernz, require,-,. :lc:thcr the coin nlomvealth nor any of its political subdivisions shall enter into any contra for the ncr:,�rmc:ace of auulic work until acceptable evidence of compliance: with the insurance requirements ofthis he= arcs ::tee to the contrac-,irlc authorin'. 'r f!.::se `iil in :he '.vorkcrs* compensation affidavit completely, by clleckin` the box that appiies to your situau:_: c: succi� in_ =rczov :latncs. zddress and phone numbers as all arricavits may be submitted to the Deparment or 'n� striai .Acc:cc::ts For zontirmation of insurance covere_P. Also be sure to sign and elate the affidavit. Tile 'Zvit silcuiJ be returre� :o the cin• or town that the application for the permit or license is being requestee- J!:c Jecz- :::e::t oi'Indust-iai accidents. Should you have : questions re_sdina the "law" or if you are r_ compensa:ien policy. please call the De par-,ent at the number Listed beio�t. C(y )r P!e��- :11e u-c :i;a: :he aff; . it is ,omI iete and printed legibly. The Department has provided a space :.t -he 'oorc- the •eu to fill out in the event the Office of Investigations has to contact you re_=rdin_ die appiiccn:. :o till :n the pe.^nitilicense number which will be used as a referrence number.�Tlhe affidavits maybe rent:.:.: -:ie �.oarnne::: by maii or FAX utliess other arran_e:nents have been made. i lie Cfnce --f:ov.-sti^_ations %vou;d like :o thank you in advance for you cooperation and should you have any quest rte_se do not ::e_itate :o _ive us cell. Tire �e�art..er.t`s address. reie^done and fax number: - t The Commonwealth Of Massachusetts Department of Industrial :accidents }�- ` ,; OifICC of Investigations 600 Washington Street Boston. Ma. 02111 fax 1: (6I7 _- ;49 � THE ThTown of Barnstable • r M �' Department of Seaith Safety an EnvironmeII�l Servi�eS .;' Building Division 367 Main Street,Hyaanis MA 02601 Ralph Crosse.^ Office: 508-790-6227 Building Comm- Fax: 508-7 90-6Z30' For office use only Permit no. Date AFFIDAVIT HOME MOROVEMENT CONTRACTOR LAW f SUPPLEMENT TO PERMIT APPLICA77ON ` "reconstmction, alterations, renovation, repair, modernization. MGL c. 142A requires that the conversion, improvement, removal, demolition,t one but construction Qomoref than addition dwelling units or Ito owner occupied building containing at leas structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements D D DTIlfk Est Cost � Type of Work: N Address of Work• `{'7 0 u 6 57' cc)Tv Ir, ® 76 t r Owner's Nume 19 d Date of Permit Appiicati'oni � � � - 97 I hereby certify that: Registration is not required for the following resson(s): Work excluded by law. Job under S1,000. . Building not owner-accupied Owner palling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMM OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IIVIpROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITUATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY n o 5� �3"s I hereby apply for a permit as the agent of the owner. Contractor Name Registration No. Date . f F ILE' # MIP 7622 CENSUS TRACT # 132 CLIENT : Durining, Forman, Kirrane, & Terry DEED BOOK 3856 PAGE 80 OWNER: John B. & Ruth B. Gove PLAN BOOK js PAGE 67 LOT `-AP'PLICANT : ,lane M. Mason ASSESSORS PLAN PLOT MORTGAGE INSPE ..CTI0N PLAN of LAND LOCATED AT 47 GROVE STREET BARNSTABLE, MASSACHUSETTSj SCALE : 1 "= SEPTEMBER 8, 1997 LOT 4 Zr,o0o S.F" LOT 48 Lp7= 44 200 ADD> epicx zoo' 47 5TOPY eo eZA BIT - Or`I�lE i GROVE STP,EET I CERTIFY TO DUNNING, FORMAN, KIRRANE, & TERRY, MORTGAGE CORP, OF EAST, AND ITS TITLE INSURANCE COMPANY, THAT THERE ARE NO VISIBLE ENCROACHMENTS OR EASE— MENTS EXCEPT AS SHOWN AND THAT THIS PLAN WAS PREPARED UNDER MY IMMEDIATE SUPERVISIONI THE DWELLING .SHOWN HERE DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMUNITY #250001-0021D. DATED s:. �n 7/2/92 BY THE F, I .AI FrE;I : IF;n OUR MEASUREMENTS INDICATE THIS OFFSET IS QLOSE TO THE 10 MINIMUM SIDE YARD REQUIRED; ` n ��elra.n CTr_ 1!- r, wry 11NG DG I r_ i 11AT-I ON -CANNOT-BE MADE WIT — _-. .• ;� ,, �.- � OUT AN ACCURATE INSTRUMENT SURVEY, i "THE ABOVE NOTED ZONING VIOLATION HAS EX I STE °~ % Kenneth R. Ferreira OVER 10 YEARS' CHAPTER 40A,- SECTION 7 AS ' Engineering, LAC. AMENDED BY THE ACTS OF 1987 LIMIT CHALLENGES TO ANY ACTION TO COMPEL REMOVAL, ALTERATION, P.O. Box 1903 OR RELOCATION AFTER 10 YEARS . ''" ^s" New Dedford,.MA 02741-1903 508 992-0020 •Fax`.508 992-3374 GENERAL NOTES: (1) The declarations made above arc on the basis of ■y knowledge, information, and belief as the result of a mortgage plot plan tape survey inspection made to the normal standard of care of registered land surveyors practicing in Massachusetts. (2) Declarations are made to the above named client only as of this date. (3) This plan was not made for recording purposes, for use in preparing deed descriptions or for con- structions. (4) Verifications of property line dimensions, building offsets, fences, or lot configuration may be accomplished only by an accurate instrument survey. ire® Posh:r� I�4b� r rr� �r A4-7 . G--k- o tl e S 7, co ru AT/ tl �X 1ST, tt� vSC a ` 2 a 1°o S C--b 77 i DEC- K L bF �0 f� DD I TTr a ►^I r o l2 Tf9Nt r-1A4SflN �r t se.i9 % �. t l 'f' c'L- V .4 7'-1 6 e/ �� �, S � i3-DD ITI�o ►-I �" T� wl i4 7'c r'°j i AHD sr¢rNG-L�S �AN�• , C c a`+ I pre. eb 17 o AtA P.a v Ste, L.� l`T c� � vi4Tio �y AL �12o Po5 ED � S pN �9LT S h� rt��CS CXf ST 0I4r�-N Rrio, RND w e - /4NO , w e-o.D cry iti sr+iP4(,- .LESTe- a£r3a. 1� t ST X 7 /-/o vs C IT-I 4-7 G-l2_a vc 57- � o T' u t� Wt � o �-6 �•��_ I � RoPos6t> os � !P2o � Q E 2 ub" D � !< { i C. L 1 �x N� L)OV IS7 L/9 v t*,)D /_ N rt PRO p AA � r 07 0 s® • v� N'iE� ►2 IDG-e r 2 A 5 P h#03 L7— C �k E, �ozco9�.' TtES trL s �x /�S 14, o L I T-Y I ��C wu � 51+ rT(6LCS ry 1 PLy � xLF /'2A � tN � l� Q C ii 5 PA - 1 '8 7-1 H 8 � ax Is T-s /` "� c *-4A &+ POS P� E - - e.L � yS ' c�Lety eoL, a�L pTSILL e.,r/sit 10 " G-/Z/� D G 5 0 N rq,-v �E i ( Li9 LL E/ 14 4C l=Luo IP- ADD1771 ". 4-7 G-P Y4 ' v ® 47-1 ON P L9 H S � E F a s . PX I I i I ; ; L C 1=7- IL �-C v r4 T-�o � SpL ID D o ?TL= L N = p° ® ►o o S O R R Is C ,= L6-o R 7-0 tM T c N _ �}( ! S T7 N�,.- STD f.DD w►� � �!4 I S � '.^.'�c_�- � �"►�T L.f1 STE Dow rt AREA T-1 N �. - G- �� SCULL loRo �nSL: � G.. f�� (��""� p L- T—A l fq c= wt A S o N `+'a oV4 S7, 7 G '® 45 A IS -re G.d.. . _ T'o LIr, I 4 7-v vM )4rL� L-x 14 srffA ®owM liND ® /Zjo t w14Lz— 7-v k,-4 *fre--14 H, o -MAIM t4vuSe' Dower rV d-f,41"c N . J�2�� ►�S y4 r �l� i-�G?u�� r I l - i SrK iLl(rA47 po 5,!57 t4 51� 67 14-7 C. �'►� ! 'T S C y� S01Sr axL lip C- 1 aX � l64 � c GErG , j"ntS % '- ( �i9rS� EXPS7 uS / n 514 i N 6- L-L 7 vet Al T c!U r4A4 P4-.4C r' ��Dr~!T W!N, ®� ex ' ST• 1;EC� Ems► ST e� c e, S T, w ! N D D CX r S 7- !� aO �►'! 7f1 NE ON 19�N o - a 4----� S T C-P Dow N s c c ' powN JET, $ I c �11, - 670'� C , N , = G �b t C NT'RY I T I, 114 �--2 o N I Cr R- Ex �srtr�t � K t TLN E"N _ _ C xIST1rf C. 1 -4 04L i C—x i s T-i N b hip �L -xisTfNG- � ooEN1►.► 6- L IV(N (r- i I 3 a P L j4-rF o e01G- co v E ►�C G!�(T f2 Y/ D tFT A I t o �a S �D c/t �N G-C S I m �. � �t CX I S T'1 N G.. 1�c,o�� p c..�4'K I „ 6 p. p (T(-N r Sly plj4T �..� P (Tc N FL E # MIF 7622 CENSUS TRACT #ENT : Dunnin Forman, Kirrane, & Terry DEED BOOK 3856 PAGE 80 ER: John B. & Ruth B. Gove PLAN BOOK PAGE LOTLICANT : ,lane M. Mason ASSESSORS PLAN PLOT MORTGAGE INSPECTION PLAN OF LAND LOCATED AT 47 GROVE STREET BARNSTABLE, MASSACHUSETTS` SCALE : 1 = SEPTEMBER 8, 199.7 Ioo LOT 4 Zo ooc S F LOT 48 LoT 44 20o aM11F ck � B IT DP_v jF i GROVE STREET I CERTIFY TO DUNNING, FORMAN, . KIRRANE, & TERRY, MORTGAGE CORP . OF EAST, AND ITS TITLE INSURANCE COMPANY, THAT THERE ARE NO VISIBLE ENCROACHMENTS OR EASE- MENTS EXCEPT AS SHOWN AND THAT THIS PLAN WAS PREPARED UNDER MY IMMEDIATE SUPERVISION THE DWELLING SHOWN HERE DOES NOT-FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON ' A MAP OF COMMUNITY #250001-0021D DATED 7/2/92 BY THE F. I A Fri r :-irn OUR MEASUREMENTS INDICATE THIS OFFSET IS �y QLOSE TO -THE- 10 MINIMUM SIDE YARD REQUIRED; , s, A ZONING DETERMINATION CANNOT BE MADE WITH— OUT AN ACCURATE INSTRUMENT SURVEY, F.N/ay,I . "THE ABOVE NOTED ZONING VIOLATION HAS EXISTS I' Kenneth R. Ferreira OVER 10 YEARS' CHAPTER 40A, SECTION 7 AS Engineering, Inc. AMENDED BY THE ACTS OF 1987 LIMIT CHALLENGES TO ANY ACTION TO COMPEL REMOVAL, ALTERATION, `' P.O. Box 1903 OR RELOCATION AFTER 10 YEARS "°A''^`" New Bedford,.MA 02741-1903 508 992-0020 •Fax:508 992-3374 GENCRAt NOTES: (1) The declarations made above are on the basis of ■y knowledge, information, and belief as the result of a mortgage plot 'plan tape survey inspection made to the normal standard of care of. registered' land surveyors practicing in Massachusetts. (2) Declarations are made to the above named client only as of this date. (3) This plan was not made for recording purposes, for use in preparing deed descriptions or for con- structions. (4) Verifications of property line dimensions, building offsets, fences, or lot configuration may Immm-be accomplished only by 'an accurate' instrument survey. oFrrurow Tow n of Barnstable �oermit Lrph es 6 u1on!! ro iss e Regulatory Services Fee i6j9. ��� Thomas F,.Ceile.r, Director Building Division Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 . www.town,barnstable,ma,us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION RESIDENTTAL.ONLY Nal Yalid tvilhout Red X-Press Imprini. Map/parcel Number z l Property Address 7 -7. <?7'Z�U St�c.�s� yU r [YResidential Value of Work_ �.c5^U 0 . Minimum fee ofS35,00 for work under$6000.00 Owner's Name & Address /,3D � ZG 3J l ( e Contractor's Name_ Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) GS 76 391 . ❑Workman's Compensation Insurance Check one: -PRESSPERMIT [YI am a sole proprietor. ` ❑ I am the Homeowner. - 01L ❑ :I have Worker's Compensation Insurance <tl OVVN. aF BARNSTALEInsurance Company Name Workman's Comp:Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request (check box)` .Re-roof(hurricane nailed) (stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricanenailed).(notstripping. Going over. existinglayers.ofroot) [] Re-side ` . , � ����;t �'�'d1J��tM• #of doors ,,. T/Replacement Windows/doors/sliders. U-Value!�kql w (maximum .35)#of windows +Where required: Issuance otthis permit does not exempt compliance with other town department regulations,i.e. Historic,Conservation,etc, ***Note: Property Owner must sign Property Owner Letter of Permission: A copy of the Home Improvement Contractors.License & Construction Supervisors License is required. 'NATURE: i y. 'The Common wealth.ofMassachusetts Department of Industrial Accidents Office of Investigations 1 it," i; ;'� . • 1 600 Washington Street Boston, MA 02111 r;-Y www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Legibly Name (Business/Organiza'ion/Individual): D4'(c-. _ Address: 2-3 44 J.y� w 'I P-6 44C). City/State/Zip:' "� _9 Oki (C,( Phone #: " Z3�� 111 Are you an employer? Check the appropriate box: Type of project(required): L❑ I am a employer with 4.'❑ I am a general contr]anand I 6: ❑New construction �,�employees (full and/or part-time):* have hired the sub-ctors 2.[; 1 am a sole proprietor or partner- listed on the attachet, 1- I. ❑Remodeling ship and have no employees These sub-contractoe` 8. ❑ Demolition workingfor in an capacity, workers' comp. insu Y P h 9. ❑ Building addition [No workers' comp, insurance 5. ❑ We are a corporations, _ required.] officers have exercisr 10.❑ Electrical.repairs or additions3.❑ I am a homeowner doing all work right of exemption peL 11.❑Plumbing repairs or additionsmyself. [No workers' comp. c..152, §](4), and we o 12•❑Roof repairs insurance required.] t employees. [No workI3.❑.Other comp, insurance requi *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 anew 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 isprovidirg 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 th-e 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 ci y undder the pain and penalties of perjury that the information provided above is true and correct Si nature: —�J.-G — C Date: Phone#: 'Z d' c�i� Official use only. Do not write in this area,to be completed by city or town offtciaZ 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, §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 bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you.in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. 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 Fax 4 617-727-7749 Revised 5-26-OS www.mass.gov/dia pF THE BARNSCABLE, MASS-i639• Town'of Barnstable �0 Regulatory Services ThomasF.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnsiable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This.Section If Using A Builder . I. L►l 1 1 ;,as Owner,of the subject ro er 1 _ Ject p p tY hereby authorize 1'4 1✓ N y J t"S a to act on my behalf, in all matters relative to work authorized by this building permit application for: I, SEv (Address of Job) AJ f) Signature of Owner Date Print Name kQ� A If'Property Owner is applying for permit,please complete,the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 �uo�ae i f t E9SZ0`dW: HOIMaN`dS.' ClV06 NM0lM3N £Z° "; 00 0l pain=sa asuaat' ' r � �- asua�rl ttpsiMadnSk�����on�;suoO•` ;� 4 • �.p:tt�tatr.lC � 1�„�l��a��,uiPling�o parb� • . . ai1�'� ��igIn ;0 Iivaw�i 't a �\ B_v�r d Arm dreg*ati is and tand��� CC n-or r�C�irat4oi:va{id fo u�dn uul us4 or1� _ HOME IMPROVEMENT CCNTRACTOR A efore tl�e exp�r�Gon date Tf found return Bonrd of Buildin Re u{alions and St and Registration 154345 g 1; Expiration -2/28/2011 Tr# 280927 i One Ashburton Place Rtn 1301 Boston,Ma.02108 s fT.)—z .y IndiVidual DALE C.DAVI SII - ' L IZZ-1 I DALE DjWIES Erw NkWTOWN RDffa3 ^•'�- 'V _C I s *1fDWICti f 1A 02563 Aclt»n r§tlo� k,' Not�:alid�� !�0►1 stun�1A '�' �. l THE Y°�. TOWN OF BARNSTABLE ii i 89H$STpDLB, i 9° M6 9 a w BUILDING INSPECTOR . � aY a• 1 �i�b X3 APPLICATION FOR PERMIT TO .......... .........................2-1 4' 4)Sbli« ..................................................... ................................... I'�2A - `II�i2 CA!A.SS TYPE OF CONSTRUCTION ....... 1? A.............. ...................... ..,......................... ........... TO THE INSPECTOR 'OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...........G.P'Q-�.�........5~I� wL . ........}.......�.�..©�!)J. 1....!."..1.A 5S,............................................. ProposedUse ...... .........t'.AIA.ilr .........Ati P.!i........ ..................................I......... ZoningDistrictl� ! I.......``...........................................................�..,...�..Fire District ...........G?. ..................................................... Name of Owner ...1:�.....iAgs......A- Jk....Co.�tss ��OI� �" ` U�oI`r, ;.. . .J. .....-: ........ .S...S....... Name of Builder ? .....'6- . � .9. �. 5.......Address ...1.��..„.?,oX 1.��..3... ...C.�....TO ..�... 14S�, Nameof Architect ............... ................................Address .................................................................................... Number of Rooms ..........Q.►` k...........................................Foundation ..,\;.©C1& .....C.m.e !�.E`Fi...................... Exterior .....iPQ©�....... 5. .fSs....�C.................................Roofing ........!?S Pf �.r...... ft.!.AJ 64 L.................... Floors .......Wb..Q�..... ......�.�?!?!�.. .���..................Interior .................................................................................... Heating -—- .. ` ......Plumbing ................` ...............:........................................... Fireplace ..........CY..4.)............................................................ i t &pwsnMc-46- r-A +op........ Difinitive Plan Approved by Planning Board _ ____SANITA_R� WATER SUPPLY, SEWAGE DISPOSAL ______. AND DRAINAGE IS HEREBY D Diagram of Lot and Building with Dimensions C�sSQoot� ` TOWN OF BARNSTABLE, BOARD OF HEALTH 1 4&d- A f �oR DoatL Hof 14 {ZENieo� ti.stN►�ooa: `t�A',Iz Ilkbl 1 131 GAQA LL 76 V Duo IL v►s�t� 9/�.1,'�"' oil � 3 3 IDAeelZ � �IL1roR 76 3R�Z� I)Aq 9 ! I 2a //r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ........................ r.... .... . ........ .................... III Gomes, Mr. &: Mrs. Arthur -- DEC 3 No .............. Permit for ........ . ... 14176 add to single..... ........ .......... . family dwelling .............. .......................... Grove street Location ................................................................ t t Cotuit ............................................................................... Owner .....Hr•...&.Mrs. Arthur Gomes.......... Type of Construction frame ................................................................................ Plot ........................ Lot ................................ ' Permit Granted .......1�ugust 19 19 71 %"T7kD LI/ Date of Inspection .....00 01..........19 Date Completed .....�. ��.`� .1.......19 PERMIT REFUSED J ................................................................ 1 ............................................................................... r .................................................. ........................ ............................................................................... ......................................................... .................. Approved ................................................. 19 v ............................................................................... 1 ............................................................................... - THE.T°�♦ TOWN OF BARNSTABLE SAHBSTAIiLS, i ,639. D g BUILDING INSPECTOR � ar a. APPLICATION 'FOR PERMIT TO ........Demoli.S.h...fsat'aide............................................................................. TYPEOF CONSTRUCTION ..................................................................................................................................... ............ .... .3./....1.5/...........19...7..2 TO THE INSPECTOR OF BUILDINGS: The undersigned ereby applies for a permit according to the following information: Location c 0 V F ProposedUse ....................................................................................................... .......... .... �`...........:�.......R................... Zoning District ..............................f".....:................................Fire District ""C0tuitV ,-Fi-re ..Distri.c.t................ Name of Owner Arthur S @OIDBS Address .Grove, St. 'BOuit Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .................................................................... Difinitive Plan Approved by Planning Board ________________________________19________. Diagram of Lot and Building with Dimensions I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. I Name .. ... Gorae s, Arthur S. 14841 demolish. garage No ................. Permit for .................................... .. . ........ . ...... ...... L Location %. Grove Street ................................................................ Cotuit ...........................................a........... . .................... Owner ............Arthur......S....Gomes ..... ...................... ...... . ........... Type of Construction .....................frame.......... 14V ...... ....................................................................... Plot ............................ Lot ................................ March 16 ...........19 72 Permit Granted .............................. Date of Inspection ........ ..........19........... Date Completed 19 os PERMIT REFUSED 4F ................................................................ 19 C' ............................................................................... ................................................................................ ............................................................................... ......................................................................... Approved ................................................ 19 ............................................................................... ......................................................................... Assessor's office (1st floor): �s ^+ Assessor's map and lot numberO.A.Q ...C.01.... ...... SE C $Y,�` THETo�♦ ' 'Board of Health (3rd floor): Aft g c� Sewage.Permit number . �M .��".'��." !Jj�� r T....... .. BAH39TABLE Engineering Department (3rd floor) . ,. � o "b9, y( .House number. ................. ........ . . ........... ............... egg T®1�'N RE Definitive',Plan Approved by Planning'Board _: ____-_-___ APPLICATIONS PROCESSED 8:30-9:30,A.M. and 1:00-•2:00 P.M. only, TOWY - OF BARNSTABLE " BUILDING f] NSPECTOR r •. APPLICATION FOR PERMIT TO ` HYPE OF CONSTRUCTION��. ... ........ . .... .. ...... ................. .... ' R .. .. .!.... ........a.3...19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following .information: Location .........'.................... 7f.....:..,:. ?`Ql/ ....1157! ...... Q1Cl/.. .....:.0..:.. .4. �7�?.. /4 y Proposed Use ..:......... ..::............. .. ................... :!lJ. y...........��/.?Z............ Zoning District ............. .... . .. l..............................,.... ........Fire District ...., :.. s� r . . ................................... ,Name of Owner .. 8?�GL...... .:..6D.VF...........Address* ......%. ..... 1?�...J.lt...... r1/.. ��....Name of Builder J .....�.. ,�� /e....: (ii'�`��"'" .. Address ......... Name of Architect ........ Q .....��- /.L !/ ....................Address ........... {�l..... %,.....,.. !'1'%Td?f'....::�!/.!f./� • Number of Rooms ......:.......... ............. ....:...Foundation........................ ... . ............................... Exterior ....................1,4 04:74.............................................Roofing .................................... ........................ ................ + Floors ................ 0-9 7 ............:...............................:...Interior Heating .................. ..........�� .............................Plumbing ......�'e? .................................... Fireplace ..........:................ ..... ...... .............................Approximate:Cost ..... ........: . riD.... . .. Are Diagram of Lot and Building with -Dimensions Fee '...".`.. .................. / /mom c� O OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. F Name ..... ...... .. , L/ . Construction. Supervisor's License .... �. U/ ✓. GOVE, JOHN No .32015� Enclose Porch Permit for Sngle 'Family Dwelling ....................................... Location .,.Lot :•#4.6,,,,,.•,47„•Grove Street J .. y Cotuit .f . t r .....h'.......................................................... Owner .....John Gove Type of Construction Frame ..... ............. Plot .. .. Lot .....,... 14 Permit G'ran`ed ... "June . 23..... .....19. 88 c Date of-inspection ...: . .. ...r... . .....19' Date Completed ....... L ' .......19 Y•� •. � _ r ,! /• �«4 � - - -� E. T. ti /!r�'�, _ '� - _ � - ///. .. � /-'+.f _ � C• , it 'N - r' . •c-te,nw�ire.i,...a.:'G$v�.+r ".i ,f. Y*�Fnrt e- t t "4.�k .? t* <�ILf b '-•ti, � `c,� «8kiaszae."3�y,t4k-4tF '$.._. s r�l '1�,'x.'•d >�w.+a."i,��t.�'1d ;,';may ffice Assessor'sOmap.(andflotr) ;;)numbera 0 �...�-. .cl:a:.....� ... oFTMETo`o Board of Health (3rd floor): M Sewage Permit number ............................M: Basa9TAILE. J Engineering Department (3rd floor): ,( �JS ; �o rasa House number ( 0 163-4 \0� "►.�. ...................... o gar Definitive Plan Approved by Planning Board `____________________-_________19________ . s �a APPLICATIONS PROCESSED 8;30=9:30 A.M. and, 1:00-2:00 P.M. only y TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..... ..... TYPE OF CONSTRUCTION ....................... (..1... ........ .. ., .f. 1 --:........................................... . .l .f-C-....2,3... 19.._ .. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location y .......�:�!Chl/ ... 1..t......... (2. /��.T.......:. /. ..:..........,.. .PT y�7.... ............... ProposedUse ............. t�!?J. i.........../ r.31.......................................................{...... ............................................................ 7� Zoning District ............. .� .............................................Fire District ..... <v .................................. .............. Name of Owner .. Cl <.P....... " ....( U ...........Address ......1..�.....(�. �? .... !t.......0 !1 T/. .... .' i 17s �r /C/U�!/ iJ Name of Builder ..... .+f�G/.tip........... ... ./.T.o../.../...........Address ................ . ............:k..�. .. . .,f' A/Name of Architect ........� /?7......,.J.,/! ....................Addressis�..... )..1.:.......l�L !rf! ......�i/(!� Number of Rooms ..................................................................Foundation .Exle for ................ _....cQ - .......................................... Roofing Floors .................... .�/ 1F.................................................Interior .................................................................................... Heating ................../.7./,�...T................1.!Z.............................Plumbing ......................... .................................... p � Approximate Cost .. 3/y. � /Fireplace .......................... ... ........ ................ .... Area f© Dia' ram of Lot and Building with Dimensions 9 g Fee ...,.��.'...�................... , 4 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / Name ..... ............ .�d..... �.(! Construction Supervisor's License .... 1..1. &cO3. 9OVE, JOHN A=020-109 32015 Enclos8 Porch No ................ Permit for .................................... Single Family Dwelling....... Location ..Lot...#.46., 47. Grove. Street Cotuit ............................................................................... Owner John GOve ..............................................:............ Type of Construction ,,,,Fr.ame ................................ ............................................................................... Plot ............................ Lot ................................ Permit Granted ....June 2.3.r................19 88 Date of Inspection ....................................19 Date Completed ......................................19 1 , F ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN t PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Gutsheets Attached 00 GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. .� MODULE GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS AHJ: Barnstable REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B—O 2 6 2 5 O 4 00 PREMISE OWNER: DESCRIPTION: =Nkza CONTAINED SHALL NOT BE USED FOR THE SCHILLING, DEBORAH SCHILLING RESIDENCE Jeff Abramowitz SO�afC■�t�/ �. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 47 GROVE ST 7.02 KW PV ARRAY �, PART TO OTHERS OUTSIDE THE RECIPIENTS NODDLES: COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PDO5.18 y SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV. DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T: (650) 638-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 (508) 776-1872 COVER SHEET PV 1 1/12/2016 (888)-s«.-CITY(765-2489) www.solorcity.com " PITCH: 34 ARRAY PITCH:34 MPi AZIMUTH: 190 ARRAY AZIMUTH: 190 OMATERIAL: Comp Shingle STORY: 1 Story PITCH: 34 ARRAY PITCH:34. AC MP2 AZIMUTH: 10 ARRAY AZIMUTH: 10 :© MATERIAL: Comp Shingle STORY: 1 Story PITCH: 34 ARRAY PITCH:34 MP3 AZIMUTH:280 ARRAY AZIMUTH:280 MATERIAL: Comp Shingle STORY: 1 Story (E)DRIVEWAY I t InV l l r D . { �-- - _ LEGEND 0 (E) UTILITY METER & WARNING LABEL 9 3 Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DC DISCONNECT & WARNING LABELS AC zdw AC DISCONNECT & WARNING LABELS ti ff ® p� JASON WIC,IAM DC JUNCTION/COMBINER BOX & LABELS Front Of House u' .� . TUMAN ;"-4 " 0 STRUCTURAL Cn OD DISTRIBUTION PANEL & LABELS f ` No.51554 �ST p' LOAD CENTER, & WARNING LABELS NAL d P MP1 12/2016- O DEDICATED PV SYSTEM METER Digitally signed by Jason Toman A Date:2016.01.12 20:47:57-07'00' O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE HEAT PRODUCING VENTS ARE RED I. INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 3/32" = 1' W E 01, 10, 21' S J _O nL O O O PREMISE OWNER: DESCRIPTION: DESIGN:: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: L So1arCit ® ' CONTAINED SHALL NOT BE USED FOR THE SCHILLING, DEBORAH SCHILLING RESIDENCE Jeff Abromowitz BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: wo NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 47 GROVE ST 7.02 KW PV ARRAYIN PART TO OTHERS OUTSIDE THE RECIPIENTS MODULEP COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2.Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PD05.18I PAGE NAME SHEET: REV6. DAIS Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 4 PERMISSION of SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 (508) 776-1872 SITE PLAN PV 2 1/12/2016 (sea)—SOL-CITY(765-2489) www.solarcitycom S 1 S 1 _ Q� JASON WIL IAM TDIVIAN STRUOURAL No,51554` „ IST 7 "��RONAL 12/2016- . . (E) LBW (E) LBW SIDE VIEW OF MP1 NTs SIDE VIEW OF MP2 IVTs E MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48" 19" ROOF AZI 190 PITCH 34 RAFTER 2X8 @ 16" OC ARRAY AZI 190 PITCH 34 STORIES: 1 RAFTER 2X8 @ 16" OC ROOF AZI 10 PITCH 34 STORIES: 1 ARRAY AZI `10 PITCH 34 , Comp Shingle' - Comp Shingle . . PV MODULE` _ 5/16" BOLT NTH,LOCK - INSTALLATION ORDER ,& FENDER WASHERS - LOCATE RAFTER, MARK HOLE , 1 ZEP LEVELING FOOT LOCATION AND DRILL PILOT 6 HOLE. ZEP ARRAY SKIRT ( ) ,SEAL PILOT HOLE WITH - 4 2 - t O POLYURETHANE SEALANT. + ' S1 r_ ZEP COMP MOUNT C ------- ZEPFLASHING C (3) (3) INSERT'FLASHI N G. (E) COMP. SHINGLE 4" (4)< PLACE MOUNT. 14'-6" 1 (E) ROOF DECKING . (2) U (E) LBW _ (5) �INSTALL,LAG BOLT WITH ` VIEW OF MP3 NTS - • 5/16" DIA STAINLESS (5) SEALING WASHER. @_qDE STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING.WASHER (6) BOLT & WASHERS. MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19.1 (E) RAFTER RAFTER 2X8 @ 16"OC ROOF AZI 280 PITCH 34 STORIES: 1 ND O ARRAY AZI 280 PITCH 34 CompShingle Scale: 1 1/2" = 1' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: — PREMISE OWNER: DESCRIPTION: , DESIGN: CONTAINED SHALL NOT BE USED FOR THE v 0262504 00 - SCHILLING, DEBORAH SCHILLING RESIDENCE ,left Abromowitz ' -;,;5olarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM yea NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 47 GROVE ST 7.02 KW' PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S , ORGANIZATION, EXCEPT IN CONNECTION WITH MODULE: COTUIT, MA 02635 24 St. Martin Drive, Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: r�V REV. DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T. (650)638-1028 F: (650)638-1029 SOLAREDGE SE600oA—US000SNR2 (508)�`776-1872 STRUCTURAL VIEWS 3 1/12/2016 1 (888)—SOL—CITY(765-2489) nww.solarcitycom i • GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) GROUND Panel Number:HOMC42UC Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE #SE6000A—US000SNR? LABEL: A —(27)TRINA SOLAR # TSM-260PDO5.18 GEN #168572 ROD AND ONE (N) GROUND ROD AT Meter Number:2268032 Inverter; 60 OW, 240V, 97.574 w Unifed Disco and ZB,RGM,AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR PANEL WITH IRREVERSIBLE CRIMP Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 1 20OA/2P Disconnect 3 SOLAREDGE DC+ _ SE6000A—USOOOSNR2 DC- (E) —————MP1,MP2�1x14 LOADS EGC - - -------------------- ------------ ---- I � A u zaev I—— I ~ �2 DC+ I 35A/2P ---- GND ---—----------- _ EGC/ DC+ + /lam JA -—-----------—-------- GEC ---lN DG c MP3: 1x13 EGC -----------------�J ---- --------------------- ------------- G I , I N 1 (1)Conduit,Kit; 3/4' EMT _J , o EGCIGEC `- GEC TO 120/240V SINGLE PHASE UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX' VOC AT MIN TEMP POI (1)SQUARE'D ##H M235 PV BACKFEED BREAKER A (1)CUTLER-HAMMER #DG222URB P V (27)SOLAREDGE 1jP300-2NA4AZS DC Breaker, 35A2P, 2 Spaces Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R AC PowerBox ptimizer, 30OW, H4, DC to DC, ZEP -(1)Gro qd Rod -0)CUTLER- AMMER DG100N8 (1)AWG 06, Solid Bare Copper gr8 x 8� Copper Graund�Neutral it; 60-1ODA, General Duty(DG) nd -(1)Ground Rod; 5/8' x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 3 O i AWG#8, THWN-2 Black (2)AWG#10, PV wire, 60OV, Block Voc* =500 VDC Isc =15 ADC(1)AWG#8, THWN-2, Red (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.26 ADC (1)AWG g10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC `,/. . . . (1)Con04it Kit;.3/4'.EMT• , • , . . . .. . . . . .* - . .. . . . . . _ .-(1)AWG$8,_TH.WN-2,,Green . . EGC/GEC, (1)Conduit.Kit:.3/4".EMT. . . . . . . . . . (2)AWG #10, PV Wire, 60OV, Black Voc I 500 VDC sc. -15. .. .A.DC. . O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC . (1)Conduit Kit; 3/4�.EMT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . J B-0262504 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE SCHILLING, DEBORAH SCHILLING RESIDENCE Jeff Abromowitz � SolarC■�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIEM: o'r�,; NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 47 GROVE ST 7.02 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)636-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE sEs000A—us000sNR2 (508) 776-1872 THREE LINE DIAGRAM PV 4 1/12/2016 (888)-SOL-CITY(765-2489) www.sdarcity.com WARNING:PHOTOVOLTAIC POWER SOURCE -� � - � WARNING WARNING _ ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS ' . - TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARESIDES MAY BE • AND PHOTOVOLTAIC DC LOADIN THE OPEN POS TIONIZED MAY BEEUNDED ENERGIZED _ DISCONNECT •'" _ • PHOTOVOLTAIC POINT OF MAXIMUM POWER INTERCONNECTION _ �A WARNING: ELECTRIC SHOCK( •• POINT CURRENT Imp) - - HAZARD. DO NOT TOUCH • • MAXIMUM POWER-®V �. TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEMmV MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC OPERATING VOLTAGE V WARNING ' ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED ' NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POWER SOURCE so, SECOND SOURCE IS PHOTOVOLTAIC SYSTEM WARNING ' ELECTRICAL SHOCK HAZARD CAUTION '• . DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND ..- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM �' • IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS - ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING INVERTER OUTPUT -•- • - • CONNECTION ' • PHOTOVOLTAIC AC DO NOT RELOCATE • DISCONNECT •'" THIS ODEV DEVICE • • MAXIMUM AC A ' . • •OPERATING CURRENT _ _ MAXIMUMAC V �.� '� �. • OPERATING VOLTAGE _ • • San Mateo,CA 94402 ' ' ' , $OlafClty I ®pSDlar Next-Level PV Mounting Technology \'•$olarCity I Zep Solar Next-Level PV Mounting Technology Components yav7 Zep System stem for composition shingle roofs I ` .�U of � p �- - Leveling Foot . - GrourM ZeP Interlock <ICY side "^"' - Part No.850-1172 Leveling Foot L R t. ETL listed to UL467 UP Compatible PV Module +• - • i Root Attachment . Army skirl - Comp Mount t. Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 �`� Description ~ • PV mounting solution for composition shingle roofs •FAO. Works with all Zep Compatible Modules 0MP^ Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock . Ground Zep V2 DC Wire Clip VL LISTED , Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 �Wr • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 - • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of'ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. - Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM • t. solar=e " Solar ' • • SolarEdge Power Optimizer . . - Module Add-On for North America P300 / PH&/ P400 ' SolarEdge Power Optimizer . ' .. . -. # .,,,,.., -'.P300 (:'-:. . P350P400 x Module Add-On For North America ( . (for 60•cell PV (for 72-cell PV for 96-cell PV modules) modules) modules) < - - • )INPUT P300 / P350 / P400 400 W Rated Input DC Powed.. - 300 350 ' - olute Maximum Input Voltage(Voc at lowest temperature) 48 60 .80 Vdc ..Abs....... .. ......................... ........:.... ...............................:................ .. ... ..:......... ............ ........... Operating Range 8 48 - 8 60 8 80 Vdc _ .............................................................................................................................................:............... . ............. . > - Maximum Short Circuit Current(Isc) 30 Adc. - Maximum DC Input Current 12.5 Adc - v .................................................... ........... ..... ......... ... .... .................. .. ... Maximum Efficiency - �' ........................................................................:........................................... ......................................................... - +, Weighted Efficiency 98.8 % - Overvoltage Category II - " _ JOUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ - Maximum Output Current 15 Adc - ....axim"......utpu.......................................................................................:.................................................. _ - Maximum Output Voltage 60 - Vdc - IOUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ': - .• •• ✓ Safety Output Voltage per Power Optimizer 1 Vdc - ` i STANDARD COMPLIANCE Part15 Class B IEC61000 6 2 IEC61000 6 3................ IEC62109-1(class II safery),UL1741 � �� - ROHS � Yes - {INSTALLATION SPECIFICATIONS - ' Maximum Allowed System Voltage 1000 - Vdc Dimensions(WxLx H). - 141x212 x40.5/5.55 z8.34z 1.59 mm/in - - ..........:.............. .. .............� ....... .. .... .. ....... .... ... ........................ ... ..... - - - Weight(induding cablesl..................... .................... 950/2.1.. .. - - - .Input Connector MC4/Amphenol/Tyco ' - ." '- ' .. Output Wire Type/Connector Double Insulated;Amphenol _ - ....... ..... ....... ........ .. .... ............................... ............ ............... .. .. .. - ee-.,. .. Output Wire Length........... ..... ..............................0.95/3:�..........................................12/3.9 m/ft - ...................... ............ O eratin Tem erature Ranga ., 'C/`F �' I .'Protection Rating,... IP65/,NEMA4......., .. ' . - Relative Humidit ................,......................�..100 .. .............% - Y...... ......... ................... ........ ..................................... .. .... m a,ew src pow.r onh.moaw.M-k-p msx IPV SYSTEM DESIGN USING ASOLAREDGE SINGLE PHASE,,. �THREEPHASE THREE PHASE t - _ . INVERTER.'. a :'• a''= R :��, y a -dx.. 209V -'`480V ' PV power optimization at the module-level Minimum StringLength(Power Optimizers) B 10 18 ... ..... ........... ........ .. .... ... .... ............... Up to 25%more energy - Maxmum String Length(Power Optimizers) .. ........25 ... .25. ..50., ... ,.. Maxmum Power per String 5250 6000 .12750 W - - Superior efficiency(99.5%) ......ir........g. ..... n... ......... ......... .......... ....... '.................................................. ...W..... � Parallel Strin s of Different Len hs or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - f.Di e .L "th".' r "'o s """"""""","'""'""""' """" " """""""""""""""" Flexible system design for maximum space utilization — Fast installation with a single bolt - - 7- z. v , - Next generation maintenance with module-level monitoring 4`= '. $p - - Module-level voltage shutdown for installer and firefighter safety - USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA -- wWw.50)aredge.u5 THE Tr namount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE - ELECTRICAL DATA @ STC unit:mm Peak Power Watts-P.Ax(Wp) 245 250. 255 �., 260 - • 941. - I Power Output Tolerance-PMAx(%) 0-+3 Maximum Power Voltage-v.p(V) i 29.9 ' 30.3 30.5 ( 3U.6 THE Trinamount ao.rloN N I Maximum Power Current-IMry(A) 8:20 8.27 8.37 8.50 ` . NArnErure Open Circuit Voltage-Vac(V) i 37.8 i 38.0 � 38.1 � 38.2 ^�'•" I Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 STALLING HOIE i ii MODULE Module Efficiency qm(%) 15.0 15.3 5.6 15.9 tt STC:Irradiance 1000 W/m2 Cell Temperature 25°C.Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. 0 ELECTRICAL DATA @ NOCT Maximum Power-P.Ax(VJp) 182 186 190 r193 60 CELL Maximum Power Voltage-VMr(V) 27.6 .28.0 28.1 28.3 MULTICRYSTALLINE MODULE Maximum PowerCurrent-lM (A) 1 6.59 � 6.65 ( 6.74 � 6.84 6093 G0.0UNDING NOLE - 1 m aoLE A A Open Circuit Voltage(V)-Voc(V) 35.1 35.2 35.3 35.4 . WITH TRINAMOUNT FRAME - y Short Circuit Current(A)-ITc(A),'...� 7.07 � 7.70; � 7.17 �.. �_ 727 , NOCT:Irradiance at 800 W/m'.Ambient Temperature 20-C,Wind Speed 1 m/s. 245-260W - PD05.18 8,2 B0 i Back view POWER OUTPUT RANGE r MECHANICAL DATA Solar cells- t Multicrystalline 156 x 156 mm(b inches) Fast and simple to install through drop in mounting solution s Cell orientation 60 cells(6 x 101 15.97o Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) --._-� a - Weig ht 21.3 kg(47.0 Ibs) MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A 1 White Bocksheet Good aesthetics for residential applications Frame Black Aluminium Alloy with Trinamount Groove ) � j f /� 1-V CURVES OF PV MODULE(245W) J-Box IP 65 or IP 67 rated 0/�/I+I (� - `..._�.� , _ Photovoltaic Technology cable 4.0 mm2(0.006 incheS2), �/ Cables a POWER OUTPUT GUARANTEE j '..m 12 mm(47.21nahes) tt 9.r° { 2 Fire Rating Type 2 Highly reliable due to stringent quality control Q 600 m • Over 30 in-house tests(UV,TC,HF,and many more) s e w 5.00 As a leading global manufacturer • In-house testing goes well beyond certification requirements ) 41 eew{ TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic `�/ 3'. _-r 200W/m2 Nominal Operating Cell Operational Temperature -40-+85°C products,we believe close zm temperature(NOCT) I as°C(±2°C) ++f i cooperation with our partners I Maximum System 1000V DC(IEC) i i 0.- Temperature Coefficient of PvA.x -0.41`�/°C Voltage 1000V DC(UL) is critical to success. With local. LT. to.- 20.m aom 4o.m 1 I 1 presence around the globe,.Tflna is - Voltage(V) f Temperature Coefficient of Voc 0.32%/°C Max Series Fuse Rating i 15A able to provide exceptional service _ p P - ,�"-`-� , Temperature Coefficient of Isc 0.05%/°C to each customer in each market Certified to withstand challenging environmental -- - -- -- --� and supplement our innovative, conditions reliable products with the backing • 2400 Pa wind load j of Trina as a strong,bankable WARRANTY• 5400 Pa snow load - - -- partner. We are committed 10 year Product workmanship Warranty+ to building strategic,mutually ) a beneficial Collaboration with 25 year linear Power Warranty 1 installers,developers,distributors (Pleosererertoprodaatwarrantyfordetails) a f and other partners-as the ' backbone of our shared success in .- - '- - - - _ •- CERTIFICATION nr driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION m �E a' 10 Year Product Warranty•25 Year Linear Power Warranty emus c Sus Modules per box:26 pieces w ' Trina Solar limited www.trinasolaccom i� (Modules per 40'container:728 pieces- F 3,00% AtlCiIJ if v F alue fro co=runNr 90% ,rgzT; hl TrrrrallrlOar Warr.A,. .CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. p Q11 o ®2014 Trina Solar Limited.All rights reserved.Specifications included in this dotosheet are subject to 4Trinasolar 80% Tr'nasOlar chongewithouinotice. Smart Energy Togetherrears s 10 1s 20 2s Smart Energy Together t -E.Trine standard .._0 Industry standard.__ -_._✓/ - _ • ,THE *rkamouri# MODULE TSM-PD05.18 Mono Multi Solutions f - . ' ) DIMENSIONS Of PV MODULE ' ELECTRICAL DATA STC --. unit:mm._ 1. r.,_,_.,......,,w .....t,-P.... -. '�.�.,,•,..:".. ..� - _ I Peak Power watts-Pn„ix(Wp] 250 255 260 + V••265� i • ,. 941 i Power Output Tolerance-Pmnx(%] 0-+3 JUN.. Maximum Power Voltage-V­(V) f 30.3 #. 30.5- 30.6 30.8 _ - T H E Trinamount w E�' � ( I Maximum Power Current (V)(A) } 38.0 8.37 38.50 8.2 8 61 I H„MeruTe o Open Circuit Voltage-Voc(V) I. 38A � -38.1 �, 38.2 � 38.3 HOLE Short Circuit Current-Isc(A) ' 8.79 8.88 9.00 9.10 ' INSfPLLING _ ' - Module Efficiency hi (%) 15 3 15.6 15.9 16.2 - MODULE STC.Irradiance 1000 W/m',Cell Temperature 25 C,Air Mass AM1.5 according to IN 60904-3._ Typical efficiency reduction of 4.5%at 200 w/m'according to IN 60904-1- ELECTRICAL DATA®NOCT Mwmum Power- ma r. 1 6 190 �,. 93 1 7 - ( O CELL - • I Maximum Power Voltage-VMr(V) ` 28.0 28.1 28.3 28.4 i Maximum Power Current-l-P(A) 6.65 f 6.74 l 6.84 6.93 MULTICRYSTALLINE MODULE a y . - + .. .. - so 43cxouemnc HOLE PDO5.1$ wuw Hale A A 1}y Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME 1 Short Circuit Current(A)-Isc(A) I 7.10 7.i7 7.27 7.35 NOCT:Irradiance at 800 W/m-,Ambient Temperature 20 C,wind Speed I m/s.' ` 250-265W , , y - B,2 - . . Back view MECHANICAL DATA ' POWER OUTPUT RANGE _ . _i t Solar cells r Multicrysfalline 156 x 156 mm(b inches) - �. Fast and simple to install through drop in mounting solution t Celt orientation 60 cells(b=10) Module dimensions 1650 x 992•40 mm(64.95•39.05 x 1.57 inches) 4 t= }weight 19.6 kg(43.121bs) � q' A v } f 1 6.2� _ i Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY ° j11 Baaksheet .White ( `--i- .r Its - - i -i Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications J-Box . ,P 65 or IP 67 rated I e `! r ^ Cables - IF Photovoltaic Technology cable 4.0 mm'(0-006 inches'); L - - O~+3� 1200 mm(47.2 inches) y , - 0 I-V CURVES OF PV MODULE-260W ( f , - Connector - H4 Amphenol i POSITIVE POWER TOLERANCE +o.00 I Fire Type �UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control 0.00 ( • Over 30 in-house tests(UV,TC,HE and many more) ° 7'00 t As a leading global manufacturer t 06" In-house testing goes well beyond certification requirements :.00 coow m= TEMPERATURE RATINGS MAXIMUM RATINGS V w "_of next generation photo oltaic' . , � E � �--�-- -' -� - ' • PID resistant T'' products,We believe CIOSe j .. _ � { U °'°° jLemperatureOe(N10CT)ells I q4°C(+2°C) 4. a-Operational Temperature)-40-+g5°C ��cooperation with our partners l 300 4 Maximum System 1000V DC(IEC) is critical to success. With local - �.00 i perature Coefficient of Pz -0.41%/°C Voltage 1000V DC(UL) rpresence around the globe,Trina iS r 00 perature Coefficient of Voc -0.32%/°C ° Max Series Fuse Rating 15A able to provide exceptional service ` Certified to withstand challen In environmental ��o o zo 3O 4o so ( perature Coefficient of lsc 0.0$%/°C to each customer m each market # challenging t and supplement our innovative, ! /� conditions °M t" reliable products with the backing f 2400 Pa wind load �a r of Trina as a strong,bankable WARRANTY - 5400 Pa snow load ERnflcnnaN partner. We are committed ; A y C 10 year Product Workmanship Warranty 7 to building strategic,mutually I beneficial collaboration with g f 25 year Linear Power warranty T installers,developers,distributors i . � � c 4L us $A• (Please refer to product warranty for details) � a and other partners as the Lam ° o ubackbone of our shared success in driving Smart Energy Together. I, LINEAR PERFORMANCE WARRANTY � �i�oJ. EH2EE (, PACKAGING CONFIGURATION 8` - 10Year Product Warranty•25 Year Linear POWer.WORanty. Modules per box:26 pieces w . ( Trina Solar Limited www.frinasolar.com 3100% Atl qf. I } Modules per 40'container.728 Pieces L 0 90% horrl irjn4 So%rS linepr WClrpnty 'L v , CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. pOMPgT� 4 Trinasolar r Tr��asolar m 2015 Trine Solar Limited.All rights reserved.Specifications included in this datasheet ore subjectto 80% _ ._ - change without notice. 1 Smart Energy Together Years 5 10 15 20 25 Smart Energy Together epMPPce ,,..,Trina standard „��".YQ;Indwrry tandaid-�•�,•„- - _ =@@ SO ar,=eeSingle Phase Inverters for North America sOIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US - SE3000A-US SE3800A-US SESOOOA-US SE6000A-U5 SE760OA-US SE10000A-US SE1140OA-US ,OUTPUT - ) . 9980 @ 208V S 0 I a r E d g e Single Phase Inverters -Nominal AC Power Output - 3000 3800 5000 6000 7600 99 00,Ga1.240V• 11400 VA Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA ForNorth America .. -ut...... ..... ....... ........ ...... . ....... 545�.@24�V.................. ................ 1�95�-@24�V. ..................' AC Output Voltage Min.Nom:Max!i 183-208-229 Vac SE3000A—US/SE380OA—US/SE5000A—US/SE6000A—US/ Output stage Min.Norr ......... ................ ................................................ .................................. .................. ........... ' AC Output Voltage Min:Nom:Max.i'i I/ SE760OA—US/SE1000OA—US/SE1140OA—US 211-24°-264Vac •-AC Frequency Min.:Nom:.Max.111.--. ••••..•.• ---..•••..••...3-6 .ib-i 5•(with Hl country s..............:60.5)••.••••,.,••• •., --••.--.--.• ...Hz--... Max'Continuous Output Current ..-.12.5......I......16......L..21 @ 240y...1.......25...... ......32... ......42.@ 240V...L......47.5...........A..... .. .. ......................... ................................. ......................................I....... ......................... .. .. Utility Monitoring,Islanding Protection Country Configurable Thresholds Yes Yes (i ._INPUT t- ' "' £�`eaerte';.•.;.. :.Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 I 15350 W ,t5 Transformer.less,Ongrounded Yes #gtd o. ........................................... ........ ...................... ..........Y...................... ......... ......... ........ ... ... ""—" !'"' 12� Max.Input Voltage - 500 Vdc s-` Seats ... ............................. ........ ............................................................. .... ... ..................................... 'a��Wattan���:'a Nom.DC Input Voltage 325 @ 208V/350 @ 240V .Vdc. - ........................................... ................ .......... .... 16.5 @ 208V 33 @ 208V Max.Input Current(2) 9.5 13 18 23 34 5 Adc ........................................... .. .............I............. .I.15.S.�a.240V................ . . ............. @ 240V....... ......... Max.Input Short Circuit Current 45 - Adc ........................................... ......................................................................................................................... ......... . Reverse-Polarity Protection.......... .................................. ........ .......Yes................................ ...... .......... ....... ........... .. .. ..... .. ..... .. .... Ground:Fault Isolation Detection 600kn Sensitivity Maximum Invert r Efficiency..•,-,---- .....97.7 982.-.,.. .-983, -. 983•-..- ....-.98. ..•. ....... ....•„• 98 /o. 0 ........ . ... ......................%;.... m 97.5 @ 208V •• 97 @ 208V _ r_ . ..Weighted Efficiency 97.5 98 97.5 97.5 97.5 .. .. .................................... . ........ .... .................98,�a1.240V......... .... ................ 240V.. .....,.......... .. ... Nighttime Power Consumption <2.5 <4 W ;ADDITIONAL:FEATURES M „ I Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) - ........................................... .......................................................Op'ti nail i......................... ...... ...................... ........... Revenue Grade Data,ANSI C12.1 Ophonala,,,.•.„........................................••••--,. !� Rapid Shutdown—NEC 2014 690.12 Functionality enabled when Sol arEdge rapid shutdown kit is insta lied i°i I STANDARD COMPLIANCE UL1741,UL1699B,UL1998,CSA 22 2 f I ....................................... ...... ................. ........................... ........................................ ......... Grid Connection Standards - IEEE1547 _-.•. r - .............. ......... .......... ...... ........ ... .... ...... .... Emissions FCC part15 class B f I INSTALLATION SPECIFICATIONS yr . . minimum 8-3 AWG outp ut conduit size/AWG range 3/4"minimum/1 6-6 AWG 3/4 / DC input conduit size/A of strings/ 3/4 minimum/1 2 strings/ 3/4"minimum/1-2 strings/16 6 AWG - 9f .:............. ................. ..................:..................... .., 14,-6 AWG .... t - Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 30.5x 12.5x7.2/775x315x 184 - ';" ..... .. 775x315x260 mm Weight with Safety Switch............. ..........51.2/23.2..........L.................-54:7/24.7.. ............................88:4/-40.1........:....Ib/.kg..• .... . . Natural ,...P;..- .e....-.a convection - - - Cooling Natural Convection and internal Fans(user replaceable) _ - fan(user a The best choice for SolarEdge enabled systems ........................................... ............................................................. replageable).......... - . . Noise ............�25. ....................... 50 dBA ........................................... ... ............... .... ......................... ......... ........... ....... Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Min.-Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version availablels)) Fit`C -. ................................... ................................................................................................................ ..................... — Superior efficiency(98%) P,Ran$? rotection Rating NEMA 3R ........................................... ..................................................................................................................................... — Small,lightweight and easy to install on provided bracket it Forother regionalsettings pleasecontact SolarEdge support. ID A higher current source may be used;the inverter will limit its input current to the values stated. - Built-in module-level monitoring - - pl Revenue grade inverter P/N:SE—A-USOOONNR2(for 760OW inverter5E7600A-US002NNR2). i4i Rapid shutdown kit P/N:SE1000-RSD-S1. — Internet connection through Ethernet or wireless - I5i40 version P/N:SE—A-US000NNU4(for 760OW nvert—SE76004-US002111,1U4). Outdoor and indoor installation W _. �, ..s g1 _ . — Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation or Optional—revenue grade data,ANSI C12.1 RoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THEN_ETHERLANDS-ISRAEL www.SOlaredge.US 0 0 BY SOLAREDGE ,ks or registered tradoniarks of SolarEdge Technologies,Inc.All other tmifemirihs mentioned herein • _ r e 4 CI LOT 44 � . 0o ti s�. LOCUS MAP PLAN REF 15-67 TARP pp>> w DEED REF 10973-137 ASSESSOR'S MAR 20-109 o SHED SHED 2p .0 ZONING: ,; RF SETBACKS 30'-15—'15' FLOOD ZONE. C 15.2ft ; PANEL NUMBER. 250001 0021 D LOT 46 PROPOSED ADDITION\ � DATED.- 0710211992 \i O VERLA Y DIST AP, RPOD, 20000.0 SO. FT. SALT WATER ESTUARIES 0.46 ACRES i PLOT PLAN Off' LAND DECK , � :.�. :`�� .� . :. LOCATED AT 4 7 GROVE STREET DRIVEWAY; %o / COTUIT, MA or PREPARED FOR.• D. SCHILLING S7EJ, c�" 8.7 <, DOYLE `FEBRUARY, 23, 2011 .375 9 LOT 48 O m � �s Voi'l REV 11 Z-z`�It REV REV _ 4 YANKEE LAND SURVEY GRAPHIC SCALE CO., INC. 30 0 15 30 60 119 ROUTE 149 MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 1 inch = 30 ft. YANATEFURVEy®COMCAST.NET 1Vw YA IXESURVEYcom SHEET 1 OF 1 —IlJOB 54658 _ J LEGEND ExIstln, er or +q�I e,Y Isono noOr Wells r I i t, Now Interior Wells New Exterior Walls r�.....',` New Millwork l r __ , pemolished Items F-1 F] TowuawvdIIVO.C. ASO Tow UBCDM�P O.C.PRAM"10 C9RCRED OVFA NlWKRC"W t8tfN0. ' � Ea3"NOCARAOa1N►RDOP 0XIMA.OMON IZAAMWINFAMIY ROOM IM PRAMN RD?.OXIII& F0KGAB NMP A.r0Lcrw rDRaAB" WIMI 1,11A PODW r.eeawtne! a ARAINNE►mraeP,ePeewDP YM ; dwNAse roeru► aaroc.trrPicAy. n A rt PQ"et tar abl a MMDIR "tALa16fOR "r IMF♦am" .... . ...... ....... ' RDOPTO ReaR ..... .. . ..... ........ 0/— PATCH AND MANUMPF AO PRa1et RDor "am"ARB VMIN c=Nr PRANU06 etABONtyctNuteriBRrAovtD. ..... .. ...... a 9i 6 a 4 d i b b b a x e h — t b r.e ` ta�rae tatrae sua cARAea TrncattanaowN �171NCOLUMo 181r, MOOWNa ANd101Ca AND FOOT a CARAIX .Mx+r OPOJNe. i NdY h71YH HOMTO A NIN FOOL Nr It Tn aOr=ADD"pN Feewpfr.t raemuRns TOP PILM OW IN HISADM r V.lONORM IM IWAaltFRpA a ar O.C.IMk;W. Aar BOARD.SIALVA@ MINIM M ,DDC ppM fRAMNO PORROVOlTq RADaFO►CN RnoP. Tocum " ROOF FRAMING PLAN .._ .... 15'-1 1 TOP OF GARAGE RIDGE ARCHITECTURAL TAB ASPHALT SHINGLE AS MANUFACTURED pY CERTAINTEED - V T.* G. WOOD 5TRUCTURAL -- 'LANDMARK TL', SHEATHING W/ METAL 'H' CLIPS@ JOINTS . GRACE ICE 4 WATER SHIELD' 4' BACK FROM EDGE OF ROOF. OVER A5TM 4869 F ASPHALT SATURATED FELT UNDERLAYMENT (30 LB.FELT) ENTIRE ROOF. V STRUCTURAL WOOD PANEL WON BOTH SIDES OF RIDGE FOR ATTIC FLOOR. 12' BLOCKING IN-BETWEEN EVERY RAFTER. 4' 51MP50N STRONG-TIE HURRICANE STRAPS @ ALL RAFTER TO STUD (SEE ROOF R-30 INSULATION. CEILING JOISTS @ FRAMING PLANS). bcISTING CRAWL SPACE I G" O.C.(5EE ROOF FRAMING PLAN _ /��'LEAD COATED COPPER DRIP EDGE. FOR5IZES). '_____-- = ✓ 9'-9-3/4" FINISHED CEILING HEIGHT. BLOCKING AS NECE55ARY. " AZEK I"x 10" FASCIA BOARD I"x 6" MIZE BOARD RABBETED. 4MIL. VAPOR BARRIER STAPLED TO STUDS OVER GATT INSULATION, AZEK 1/2" BOARD 50" wl CONTINUOUS PLASTIC SLOTTFD VENT STRIP. I _ _ 2" xf " STUDS @. I G" O.C. wl FIBERGLASS BATT INSULATION R.19. ExIstlNt CRAWL SPACE 8" TYPE 'X GYPSUM WALL BOARD TAPED *BEDDED, PRIMED, AND PAINTED. MAIBEC 'NANTUCKEr GRADE FACTORY STAINED CEDAR SHINGLES 5" MAX. EXPOSURE. TRIPLE STARTING COURSE. CDX PLYWOOD SHEATHING. EXISTING CRAWL SPACE 8 SILL PLATE OVER FIBEKOU5 SILL SEALER. "' MUND„WN ' GRACE 'VYCOR PLU5 UNDER SILL SEALER. BENJAMIN OBDYKE 'HOME SLICKER PLUS TYPAR" HOUSE WRAP. ZP ,K *AUS ARE a THM v"n►ioNe"enanNo soxr Daour wrm(2)a 5 STEFJ. Rf`&1R TOP AND GALV. METAL DRIP EDGE. 00 MM COWNU".. � O'-2-1/2" GARAGE FIN. FLOOR @ back (2) 2"x�" PRESSURE TREATED SILL PLATES w/ GRACE 'VYCOR PLU5' @OUT SIDE �cISTING � �nN� Ac FACE OF SILL PLATES. BASEMENT t t_r�ARA�E MN. of garage sloped Y8" per foot Towards ara a doors. 9 9 O'-6"TOP OF CONCRETE FOOTING NO. REVISION DATE ® BASE ENT twr�t:AR t:ARAc �e .. 0'-0" GRADE 4" SLAB ON GRADE w/ 6 x 6 x W 1 .4 x 5/8'QJ ANCHOR BOLTS @ 2-4 O.C. (USED WITH SIMPSON STRONGTIE HOLD EftISTING CRAWL SPACE • *0 MOM W 1 .4 W.W.F. I" FROM TOP OF SLAB. � � " `v DOWN ANCHOR PLATES #HD7 V (3) BOLTS@ ALL CORNERS AND GARAGE DOOR "`""` '°"°' 6 MIL. POLYETHYLENE VAPOR BARRIE OPENINGS). ' wPRorA TOPor ew ow rr . wAu�DDDR, e&AND 1LPOlr UNDER SLAB. ALL EDGES LAPPED 6° MIN. G" COMPACTED 4" CRUSHED STONE. CLI NT: A�tbeAR3rRaAfelMo VAPORBNK STOW.a9l,MIDP AND TAPED. M�GEa� lerl `J' G�11��111G� - "ISD BBO a11O9lAO AF16t Noll:COATSUBMRM CidIC BteatADceowrAcroN. 3i�tAra:wAnatRva"rtAPret ae� COMPACTED SUB GRADE. #5 DOWEL @ 21-8" O.C. 31-0" EXISTING CRAWL SPACEr►AVRe. EXISTING POR,CIi Ileoo►mwaueaDDDRe. (2) #4' 5 @ TOP AND BOTTOM irrn rmreMos pwcm. _ S" ^°D°"" CONTINUOUS. 3 WATER-PROOF MEMBRANE, SPRAYED APPLICATION OF GRACE 'PROCOR 75 . 47 Grove Street, Cotuit 02635 mom ..:........ .r...�....0 ..r__r_.I - e r.�Fotr.vAroe enandt. ^' t>;1.s eanwab a eamaa. 2" DEEP x I'-&"WIDE FOOTING 4'-(7 MIN. BELOW GRADE. rJ' I�L�•' �n CIAVAMWIRBauoB. dY'QklplRi'l WAIL TRICAL (2) #5 5 CONTINUOUS. B09TOM POUtOIN10N AND 9aF NO 1 O MJND/9pN fiP in . . t.r ■ n N1AgON®IatINpNG lPORY CRDUF. - e-r'- A "0e TITLE: FEU O LONINUOUe 9 BDrtoN. NDATION,PL AN, ROOF * I g � i � �,i }, _ �ECn0N OF CONCRETE MOTING 0 GARAGE DOOR j D N 'V sF FRAM114G PL.AI� &WALL SECTION St PR"F05ED GARAGE ADDITION DOM DATE: NOVEMBER 12, 2010 FOUNDATION PLAN TYPICAL WALL SECTION OF GARAGE ADDITION S i ltiUCOUL A.MWOON AJA- 193 Horseshoe Law Centerville,MA. 021632 50$ 775-4264 majarch@comcast.net