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Home My WebLink About0017 JENNIFER LANE �� e��. �E - — -- - �� I *~ a O I i r i { kA n i . Town of Barnstable Geographic Information System New Search I H, Parcel Viewer Custom Map Abutters Map Size13 Ea 61 Zoom Out fl jIn "" """ fin, ( ` JPG Map: 270 Parcel: 126 P 370220 270121 Location: 17 JENNIFER LANE I Lp 172 32 270 436 Owner: MCCLAIN,.PATRICIA �35 Location Information 270119 w N 69 8 0# 270125 Map & Parcel 270126 N 27 Location 17 JENNIFER LANE 270120 �*� Acreage 0.36 acres Current Owner Mailing Address MCCLAIN, PATRICIA 54 HAVERHILL ST APT 1K ' 270126 a BROCKTON, MA 02301-3477 pr, 270129 Appraised Value (FY 2009) Lj #648 � Extra Features $0 Out Buildings $600 Land $142,500 Buildings $98,500 270127 Total Appraised $241,600 f1572 �'" "� Assessed Value (FY 2009) �V l A� Extra Features $0 Q1 71 Fet 270128 Out Buildings $600 70219 1560 Land $142,500 "n9 Buildings $98,500 Total Assessed $241,600 Set Scale 1" = 71 I'A'er`i`a! Photos MAP DISCLAIMER Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.3357 [Production] http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=270126 3/13/2009 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ��I Parcel c) Lo Application # SV —A Health Division Date Issued 3-?(' l Conservation Division Application Fee 9 Planning Dept. Permit Fee r Date Definitive Plan Approved by Planning Board Historic - OKH �C� _ Preservation/ Hyannis AV Dr� Project Street Address -� V Village `iAa-wv,� 1,5 Owner u `'� �~ Address `` Q 4,A Telephone L� A-r V"y,.�,IAA Permit Request -�(f�s \� �o\�-� efi5 V-00�- a-�— �� f��v� V� t c-�o K1A Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District )B Flood Plain Groundwater Overlay'" Project Valuation, Construction Type Lot Size Grandfathered: ❑Yes 6No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 2 NO On Old King's Highway: ❑Yes 2kNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other _ Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new ,--- Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other AM-- Central Air: ❑Yes ❑ No Fireplaces: ExistingNew Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siA/APool: ❑existing ❑ new size*Barn: ❑existing ❑ new si Attached garage: ❑ existing ❑ new siz Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Vlo If yes, site plan review# Current Use'� I 4L4 Proposed Use /6 ie APPLICANT INFORMATION (BUILDER OR�OMEOWNER) T - Name 6,0,/�� f �.ft, . Telephone Number Address r 1 UDC License# OS I[ ' y Home Improvement Contractor# Email tU e- #140 (&AG Gnu--Worker's Compensation # A)c- AL C09 TRUCTION 9,EBRIS RESU I G M4A THIS PROJECT WILL BE TAKEN TO v� SIGNATURE f��" DATED 16 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL y FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. solan-C"ity. 1 OWNER AUTHORIZATION Job ID: Location: � ��'JY1/� / &_�P~ kvfl 29 ol` I i /V ® Q I S as Owner of the subject property hereby authorize SolarCity Corp—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. ignature of Owner: Date: a 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY F(508)460-0318 SOLARCITY.COM AZ ROC 243771.CA CSLR 888104.CO EC 8041.CT HIC 0632778.DC HIC 71101486,DC HIS 71101488,HI CT.29770, MA HIC 168572,MD MHIC 12894&NJ 13VH06160600,NY WC-24624-HI1,01?0C9 180498,PA 077343,TX TDLR 27006,WA SOLARC•91901 I I OTO- Eli gar.. i z �o E All a � � c> m ;c � 4 _ a 3� roa n�llf� 1 ,t?, .z'i.1111C'a"111' Of>%�n•`f Ga'jJCt'{CXV,1.1e' ys Office of Consumer Affairs d Business Regulation � 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 .Home Improvement,Contractor Registration Registration: 168572 r,. Type: Supplement Card _ 1. a Expiration: 3/8/2017 SOLAR CITY CORPORATION ; CHERYL GRUENSTERN -- - - - - - 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 u 2OW-05-ll / /j _ Address Renewal Employment r_'? Lost Card A A.y-�('JII Tier IlrrTrrll/l r/�141,.00,1M:.°11: . ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only t"`t SOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION r CHERYL GRUENSTERN1 3055 CLEARVIEW WAY SAN MATEO,CA 94402 Undersecretary -blot valid without signature IYre Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114 2017 www.mass.gav/d1a Workers'Compensation Insurance Affidavit-Builders/Contractors/Eft:ctriciant/Plumbers. TO RE FILED WITH THE PERNIMING AUTHORITY. ppnlicantInformation Please Print Leslbly_ Name(13usintsJOtbanizatiotr/andtvidual): SolarCity Corporation Address: 3055 Cfearview Way City/State/Zip, San Mateo,CA 94402 phone#: (eas)765-2489 Are you an employer?Cheek the appropriate box: Type of proaeet(required): 1.VJ I am aanploya wlih 15.000 employees(rull andlhr pan-time).'' .7. ❑New construction Z.❑l am a sole proprietoror partnership mid bane no cntrloycts worl:itig for arc in 8, Q Remodeling any capacity.[No warktts'comp.insuran o tequited.j 3.[Ji am a humcciwncr loin all work myself,[Noworkws'camp,hisurmcc mquircd.l r 1 []BuildiDemong a 4.01 am a Itonrcowum and will be hiring contraclora to conduct all work on my propertg. i will 1 it Q Building addition cnsam that all r<xttractors either have worWrs.'compensation insurance or are We I I.(]Elech-ical mpairs or additions Proprietors Willi nor c ulployees I2.1]Plumbing repairs or additions 5.[31 am a genual.contractor and I have hirer/the seh•cntstractors lisrad on the attached sheet. 13.❑RQQf repairs Thcsc sub-contractors have vynployccs and have workers'comp.irrsuraoao G.O We are a cbgwration and ils officers have curciscd their right of excerption per MGI,c. 14.DOtller solar panels 15Z§1(4),and we have no employees.[No workers'com.Winamemquired.l *Any applitstttt that clucks box 91 mast also fill out the crxt'son blow showing their workers'a mpansatioa policy information. r I iomeowners who submit this affidavit indicnling they are doing all work and then hire outside.contractors must Submit a new nttidavit indicating such. :Coatrat tors that check this lox meat attached an additional duct showing the mane of the sub-contractors and state wlrcther ar not those entities have amiloycxs. lithe Sub-eonitttetors have anployees,they oust prorfde tlretr�vtlrkcxs'camp.policy auntber. l ani as employer that is providing workers'compensation ias►rrrtnre for ray employees. Below is the policy and job site irrforma�on Insurance Company Name:American Zurich Insurance Company Policy#or Self ins.l ic.#: WC0182015-00 Expiration Date: 911/2016 Job Site Address: 17 Jennifer Lane CitylState2i yannis, MA 02601 Attach s copy of the workers'compensation polley declaration page(showing the polky number and expiration date). Failure to secure coverage as required under MGI,c.152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the fonts of STOP WORK ORDER and a fine of up to W0.00 a day against the violator.A copy of this statement may be forwarded to the Offrce of Investigations of the D1A for insurance coverage verification. Ida hereby certi under she pails and penalties of psrjury shut the Informadon provided above is true and correct. (Jason Pa : March 14 2016 Ph � t7j/iclal use only. Do not write in this area,to be completed try city or town offle1aL City or Town: Pcrn»t/License# Issuing Apthority(e.'rrole one): 1.Board of Health 2.Building Departmani 3.City/Town Clerk 4.Eleettrkml Inspector I Plumbing Inspector 6.Other Contact Person: Phone#: • f A� yy� DATE(MMIDDNYYV) ` CO CERTIFICATE OF LIABILITY INSURANCE 080714015 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 THE ISSUING INSURER(S), AUTHORMED 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 endorsement(s'). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES AME: ---...._..._...._:............. ........... . p......... . . .......... ......_.... _ 345 CALIFORNIA STREET,SUITE 13M aPHONE-Extt........... . . .................... .. ........... ..�I± 6w_.. . CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 AflRR.R58i.......... ......................_..-..._...—.—, Altw Shannon Scott 415-743-8334 1N9URER(5)AFFORDINOCDVERABE„ _ HAW# 998301-STND-GAVVUE46-16 — __. ._._.._.. INSU ER a..Zurich American Insurance Company 116636 _ SdarCitty Corporation IwsuRt Je rl c.NA INIA ._ ..-.....__..... ....... .. ............�-- 3065 Clearview Way INSURER c:NIA WA San Mateo,CA 54402 --...—'-'----.._._...-......._...-... ................... ......_.._.._._ INSURER D:American Zurich Insurance Company •40142 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-0027t3636-08 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. NOTNATHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VVHICH 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. INSR�...__ _.....rADDLTSURR... ......................._.. _._. ... ...... POLICYEFF POLICY PRO — ..—.._ ......:.._.._. ...... ........ L7R r TYPE OF INSURIWCE I POLICY NUMBER MMlDD MMODMM- LIMITS A I X 'COMMERCIAL GENERAL LIABILITY GL00182016-00 09101f2015 1001016 EACH OCCURRENCE S 3,000,000 DAMAGE TO RENTED f.. .j.�-'j CLAIMS•ArADE n OCCUR - 3,{{90,009 R. 5,900 X SIR fiZ50,000 I MED EXP(Any one.person) S.. 1 PERSONAL R ADV INJURY S 3,OOQ000 GE(WL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 6.000,000 POUCY �4 LOG PRODUCTS.-COMPIOP AGG S 6,MO,000 � OTHER. , A AUTOMOBILEED�TMux SCHEDULED BAP0182017.00 0910U2015 109101/2016JE ed GL£LIMIT 1 s g,app,gp0 LL X. AUTOS TO NONO'AaaED ( flCCidellt) S BODILY INJURY Per erson S HIREDAUTOS AUTOS I i I .L?et.@f (lard)........ ............. .5... ._...._.._ 1 COFdPfCOL1 DID: 3 $5,090 OCCUR UMBRELUI LIAR I I EACH OCCURRENCE S_. � EXCESS LIAB CLAIMS-MADE AGGREGATE S DIED i RETENTIQNS S D WOMERS COMPENSATION jW00182014-DO(ADS) 001015 1091U 2016 X ' l.PER _ --...OR_H A AND EMPLOVERS'LIABILITY YfN 'WG0182015-09(MA) 09101215 !09,0112016 .... OTATUTE ANYPROPRI£TORNARTNF1tEXECUTIVE � E.L_EACRACCIDENT ..• S OFFICER94EMSEREXCLU N/Ay —'--. ..........._ ............-- (Mandatory In NH) WC DEDUCTIBLE.S500,009 E L.DISEASE.EA EMPLOYEES 1,900,000 !11 yyes,descrrba under j -- i,00D,090 'DESCRIPTIONO OPE1tATIONShelow E.L.DISEASE-POLICY LIMIT $ ( DBSWUPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD fef,Additional Remarks Schedufe,may ho attachod It mere space IS requiradl Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SdarCAy Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEUEO BEFORE 30MCiearvimWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIDNS. AUTMORRED REPRESENTATIVE. of Marsh Risk&Insurance Services Charles Marmole)o „- 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 28(2(14101) The ACORD name and logo are registered marks of ACORD i Version#54.7-TBD t �� SolarCit o y March 7, 2016 RE: CERTIFICATION LETTER Project/Job#0262702 Project Address: Reis Residence 1 17 Jennifer Ln HYANNIS, MA 02601 AHJ Barnstable SC Office Cape Cod Design Criteria: -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 - MP3: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 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 evaluation, I 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 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 referenced codes for loading, (N F•MIS ,,, The PV assembly hardware specifications are contained in the plans/dots submitted for approval. O K. N 2 RIUKI V ST UCTURAL Sincerely, Digitally signed by Humphrey NO.51933 � �F��sTb�� Humphrey Kariuki, P.E. Kariuki Give E Professional Engineer Date: 2016.03.07 19:53:45 -051 001 T: 443.451.3515 email: hkariuki@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com .AZ ROC 243771,CA CSLB 888104,CO EC 8041.CT HIC 0632778.DC HIC 71101486.DC WS 71101488.Ht C•429770.MA HIC 168572,MO MHIC 128948.NJ 1WHOG180600, OR CCB 180498.PA 077343.TX TDLR 27008.WA GCU SOLARC'91907.0 2013 SolarClty.All rights reserved. Version#54.7-TBD „SolarGt Y `A 'k)WAkif DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape p.' :, ' M , _; M•' .,,Hardware'-;,Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 64" 24" 39" NA Staggered 68.4% Portrait: : '". V` "A Hardware.'-Portrait Modules'.Standoff Specifications W fi X-X Cantilever Y-Y S -:Hardware` .."e X-X Spacing .. pacing Y-Y.Cantilever Configuration Uplift DCR MP3 48" 191, 65" NA Staggered 85.3% .' _...;Mounting Plane.Framing W� ' 0`Z'_, 'Structure,,,'..,, _p ��° F,� uglification Results _ Type Spacing Pitch Member Evaluation Results MP3 Stick Frame @ 16 in.O.C. 300 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.cor-h AZ ROC 243771,CA CSLB 688104,CO EO.8041,CT HIC 0632778.DC HC 71101486,DC HIS 71101488,Hl GT-29770.MA HIG 168572,MD MHIC 128948,NJ 13VH061606D0, OR COB 180498,PA 077343,TX TOLL 27006,WA GGL:SOIARC'91807.0 2013,SolerC-ty.All rights reserved. STRUCTURE ANALYSIS -LOADING SUMMARYAND MEMBER CHECK MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 13.42 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A'4 13.88 in.A2 Re-Roof No Span 4 S. 21.39 in.A3 PI ood Sheathing - Yes San 5 ir" I _�� 98.93 in.A4 Board Sheathing None Total Rake Span 16.44 ft TL Defl'n Limit 120 Vaulted Ceiling # No t',PV VStart.,x, 0.75 ft 'Woods ertes SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.00 ft Wood Grade #2 Rafter Sloe x- 300 PV<2 Start n.� �, Fed . 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full 'PV 3 Start f,E! A, , , 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.15 12.7 psf 12.7 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live Load RILL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL Sl. 30.0;0sf, ,-, x OJ J x 0.47 " 21:0 psf 14.1 psf Total Load(Governing LC TL 1 33.7 psf 1 30.3 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(IS)py; 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 0.34 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 564 psi 505 psi 0.90 Pass CALCULATION OF DESIGN WIND LOADS MP3_; .� Mounting Plane Information Roofing Material Comp Roof PV System Type S_olarCity_SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 Rafter_Spacing — 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing y X-X Purlins Only a, NA Tile Reveal Tile Roofs Only NA Tile Attachment_System Tile Roofs O_nly,- N_A. ,Standing Seam/Trap Seam/Trap Spacing SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fuliy_Enclosed Method— 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 Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ_ 0.85 Table 6-3 Topographic Factor3 �. - r 1.00 °A Section 6.5.7 - - _.... Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor �a` I °�,t,n, - " _1.0 u � Table 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 -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p = qh(GC) Equation 6-22 Wind Pressure U „ -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFFSPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ Landscape 64" 39" 3 Max Allowable Cantilever a _Landscape 24" DNA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV .3.0 psf Net Wind Uplift at Standoff T-actual_ _ -342 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Ca aci DCR 68.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max_Allow_eble_Cantileve__r;-�' �? .5 ,�- P_ortrait � 19" DNA Standoff Configuration Portrait Staggered Max Standoff Tributary�Area "^� Trib_,__� - y°': 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Tactual 426_lbs Uplift Capacity of Standoff -T-allow 500 Ibs Standoff Demand/Capacity DCR 85.30,Tb �t"E' ti Town of Barnstable Building Department - 200 Main Street STAB � * Hyannis, MA 02601 9 MASS 019. . (508) 862-4038 �FD�A Certificate of Occupancy Application Number: 201500097 CO Number: 20160003 Parcel ID: 270126 CO Issue Date: 01114/16 Location: 17 JENNIFER LANE Zoning Classification: RESIDENCE B DISTRICT Proposed Use: MULTIPLE HOUSES ONE PARCEL Village: HYANNIS Gen Contractor: STREET, GARY Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments:. Building Department Signature Date Signed \3 `� I �P�'� _ gJ �� '� "_ i f •y Tl v y t�r,kNSTABLF•' r ■ �,�E �i dong .: .. . .µa. 2 01,:50E :0 0 9• r * BaxlvSTAs> �. .*` Issue Date: .01%2 '0 9715 .r; �. Permit , 9 MASS r„ •' r i639•'A , Applicant: +' ' STREET,GARY • FG MA't •,S• Permit Number: B 20150165 Pro osed Use: w P MULTIPLE HOUSES ONEaPARCEL Expiration Date: 07/29/15 L'OAfi'on"1'7',JENNIF.ER LANE. "Zomn-District RB° Perliiit Types REBUILD HOUSE AFTER TEARDOWN +:. Map.Parcel 270126 • .. Permit F,ee$ ' , 510,00 Contractor',• STREET, Village' HYANNIS App Fee$ 1°0.0:00•License Ntimr i 106925 t + • Est Construction Cost$' -too 000; �y r ',a* .• rRemarks •A;P,•PROVED PLANS�MUST`BE RETAINED,ON''JOBr AND" 1• t I REBUILD SIB QE8 FAMILY DWELLING,WITH FU'I L•°.8ASEMENT,2 B D SIHIS CAR'D.MUST.BE I{EPT POSTED UNTIL FINAL _ 1 BATH'AIVD EXTERIOR DECK c INSPECTION HAS BEEN MADE. `y1'HERE A CERTIFICATE;OF uCCUPANCY IS'REQ,UTRED,}SiICH Owne onlZecord: REIS,.l•USTIMO S ••t ,' '. ,` BUILDIN,rG SIiALII;NOT~ E O�CCU',P1, UNTIL A•FINAL, Address: 16 ARCHIE ROAD ;t • a •INSPECTION.Ht�S BEEN liIADE �a ` . WEST YARMO'UTFI,MA 02673 ," ✓ ' o Application Entered by PF Butldirig Permit r EF�,7c ,ONVEYS.NO RIGHT TO OCCUPY ANY STREET ALLEY'OR SID'EW,ALK ORi4NY PA2T T'-tE Eur7•9 I`HER TEMPORARII~Y 0 ERMANENTLY ENCROACHMENTS ON: LIC PROPERTY NO- PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVEDfBY THEvJURISDICTIONig STREE'.� A7�"•v'^IGRADE''AS•WELL ASDEPTH AND LOCATION OF�P LIC sEWERS TvtAY BE�: d` M THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMI7 DOES NOTeA..T.EASL-T1. {�ICANT FROM THE CONDPI IONS,OF ANY APPLICABLE SUBDNISION r- a.+fI •. �:!4'2' ... • ..k k -,,,,_� fit: 11 MINIMUM OF FIVE.CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION°WORK "w• � r r• + • * � ` �1.FOUN'DATION OR FOOTING-S. 2.SHEA I'H�NG INSPF,CTION' ., •:. `, ,;• :` , j'. 3.ALUFIREPLACES MUST✓BE INSPECTED AT TI��THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALL ED <} .4.WIRING&,PL•UMBING'INSPECTIONS TO BE'COMP'LEI ED_PEZIOR TO-FRAME IdVSPCCf105:1 X. `°r o ,''•'y`r ,a i'; � r;t m PRIOWTO COVERING STRUCTURAL�MEIvIBERS(FRAME IN',SPECTION) �+ '•�+ ° t r +. ' 't 6°'INSUI:AVON'. .. ' , o k: ' 7.FINAL INSPECTION BEFORE QdbPANCY,: t: ' + �r • ` WHERE APPLICABLE,SEPNRATE`PERMITS ARE'REQUIRED F'ORsELEC,TRICAL°PLUMBIN:G AND°MECHANICAL°`IN5TALLATIONS..' ..*WORK SHALL NOT PROCEED UNTIL'THE iINSPECTOR HAS APPROVED;TLIE VARIOUS S'PAGES OF CONSTRUCTI0�1 � N. •" v r ♦:PERMIT WILLeBEgQME NULLAAND VOID IF.CONSTRUCTION',WORD IS'NOT siARTED•WIT)EIIN SIX 1VIONT�rIS,OFti s .' DATE THE PERMIT IS'ISSUED A-S•NOT•ED ABOVE:'�:� PERSONS CONTRAGTINCt WITH UNREGISTERED°CONRACTORS'`DO NOT HAVE:ACCESS TOjGUARANT•Y FUND(as sr t rorth,n IvIGL c 142 4) r as � ➢. e.YY :� , , c ..: Y . - 'F l BUILDING I�ISI�ECTION APPROVt1S :PLU1bIBII�IGtINSPECTIO�T APPROVALS ELECTRICAL`1NSPECT'ION•APPROVAI S 1 ` '� ••• .�: r • •� 1...Q�� 'v��O� Lf �� off/ l j ©. •. .' • � ' ,• tfZ,•ol�s//-Z°��lZ�la .• • • °/, , .-.+�� /.• / !`ro` i,� o, 4/�` • • 2"-•° .. ...t • I'.�.-.•. ; •06•�• •2 •y,� • I¢�• ,• K.fr •�•�• • wb. �.yI&'��/N�J� �/V`� r 4 • � w • Q. • .. • tJ. _ '• a �� , v ... °1 «Ileatrng Tnspectian°Approvals `• .' Engineering Dept cam// ♦ t .M ..1 � 6 • •, J • _ • ,i •!•"''r• SP,• °,'.!i� _ j . .i�. '•' i ♦'f..+q• w '1. r J a , . Fare I9•ept % !! 2• ' ✓ ° + r B.. o-health •a•• ! l fb'r s! r ;.. r C' � m � s e� THE FOLLOWING IS/ARE THE BEST IMAGES FROMPOOR QUALITY ORIGINAL (S) I m DATA , LS Page 1 of 3 Listing Summary Listing #2034441 a •17 Jennifer Ln, Hyannis, MA 02601 Withdrawn (10/28103) DOM/CDOM:34/34 $269,000 (LP) Beds: 2 Baths: 10 .0) (FH) Sq Ft: 1201 Lot Sz: 0.360ac Town: Barn Yr: 1974 Remarks i Picture., Two Houses With Two Separate Septics. \ Report-Lsting v�oiat�on Each Has Two Bedrooms,Onebath, Kitchen/Dining Area. On Dead End Road. Quiet Location Just Off Pitchers Way South Of 28. Building Need Work But t Have Been And One Is Occupied Presently. Ideal Investment Property Or Live In One And Rent The Other. One Driveway Lead To Both Houses. Must See anON101 ► J I-3 bv( o0 /?ao U�k' . U � � ��- , a / - j n Insulation Certificate _�17=JenniferTL-ane) Hyannis Number and Street City Barnstable County Subdivision Lot Number Permit Number Description of Installation ROOF Product_ Open cell foam Lot Number Thickness (inches) 10 Thermal Resistance (R-Value) 38 EXTERIOR WALLS Product_Open cell foam Lot Number Thickness (inches) 5.5 Thermal Resistance (R-Value) 21 BASEMENT CEILING Product_Fiberglass blankets Lot Number Thickness (inches) Thermal Resistance (R-Value) 30 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. Harbor Homes LLC, Jim Manning General Contractor(Builder) License Number 06/05/2015 Signature and Title Date Cape Cod Spray Foam LLC _ CS075808 177 492 Sub-Contractor(Insulation Installer) License Number HILNumber _manager:_Ivan Pauliuchenka 06/05/2015 Signature and Title Date Commonwealth of Massachusetts Sheet Metal Permit Map Q W Parcel Date: PRESS PERgIly Permit# e/3 Y Estimated Job Cost: $ �D�SUD ` '�1v� 3 0 206 Permit Fee:'$ �J Plans Submitted: YES NO N OF BARIV STABLV ans Reviewed: YES NO Business License# Applicant License# Business Information: Property Owner/Job Location Information: Name: Al r � ` � T� ��L Name: JUST IV Street: 133 Tb,) AStreet: —T City/Town: 5 City/Town: filly I S 1"11=► Teleph7.D. �� q �� ( Telephone: S (� J Photoquired/Copy of Photo I.D. attached: YES NO Staff Initial J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family JL_ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed. New Work: Renovation: HVAC V- Metal Wdtekshed Roofing `- - : ``Kitchea Exhaust System - --- Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: IAs ;III ��Uj 125 L) V\ c � �_T �� r S INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes E No ❑ If you have checked ya,indicate the type of coverage by checking the appropriate box below: A liability insurance policy 1( Other type of indemnity ❑ Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this bozo,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments v i Final Inspection Date Comments Type of License: By ❑ Master Title A EllMaster-Restricted o qb 7 '5 C4/Town diourneyperson Permit# Eli ourneyperson-Restricted Signature of Licensee Fee$ License Number: Check at www.mass.gov/dol Email: Inspector Signature of Permit Approval Client#:21832 2AIRRI DATE(MM/DD/YYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 04/29/2015 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 THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT NAME: Dowling&O'Neil PH ' E 508 775-1620 FAX 5087781218 AIC,No,Ext: A/C,No Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURER(S)AFFORDING COVERAGE NAIL# Hyannis,MA 02601 INSURERA:National Grange Mutual Insuranc INSURED INSURER B: Air Rite HVAC Inc. 133.0Id.Town Road .INSURER C: 'INSURER D: Hyannis,MA '02601 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY MPT8454A 4/13/2015 04/13/2016 EACH OCCURRENCE $1 000 000 p X COMMERCIAL GENERAL LIABILITY PREMRSESOEa o"IEDrence $500,000 CLAIMS-MADE a OCCUR - MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 MIFIJPEC L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $2,000,000 POLICY RO- LOC $ T AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCT8454A 4/13/2015 04/13/2016 X T CBTL TU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable,Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE .�,... c� ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S150177/M150176 MER I 8/ a2014 Mass.Corporations,eMernal master page b 4 �qY Corporations Division Business Entity summary ID Number: 464243024 ' Request certificate New search ............. .......... Summary for: AIR RITE HVAC INC The exact name of the Domestic Profit Corporation: AIR RITE HVAC INC Entity type: Domestic Profit Corporation Identification Number: 464243024 Date of Organization in Massachusetts: 12-06-2013 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 133 OLD TOWN RD City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Registered Agent: Name: JOAO MARCELO CHUMBINHO Address: 133 OLD TOWN RD City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The Officers and Directors of the Corporation: T109 individual. Name Address PRESIDENT JOAO MARCELO CHUMBINHO 133 OLD TOWN RD HYANNIS, MA 02601 USA TREASURER JOAO. MARCELO CHUMBINHO 133 OLD TOWN RD HYANNIS, MA 02601. USA SECRETARY GIULIANA R ALMEIDA 133 OLD TOWN RD HYANNIS, MA 02601 USA LL� DIRECTOR JOAO MARCELO CHUMBINHO 133 OLD TOWN RD HYANNIS, MA 02601 USA Business entity stock is publicly traded: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx,?FEIN=464243024&SEARCH TYPE=1 1/2 t ��COMMp .�fi . • NH/EALTI-I�pF . . - `�� 4� • . MASSA�HUSE, �t • `fl'Sa �� re 08KEfiS' a k AS�St1FS7HEFp{��OWf rg ' •1D�MfiIEYPER �. NRE IC SP ,JDgq MH M91 im t 1815E A � IIPT 5x" THRD # W E { � The Cmnurrnrn h of J1=ac sdts Deparhnmf of IndustrialAccidw& Office of Investigations 6010 Washington&red Boston,MA 02111 t�'�w.utax�gou�din Workers' C mpessatim[I=m=ceAffida ]3vfflersl nwTbmbers Appli Iarftrrma nn Please Print 'bbv Maine Address —1,33, 0 [d (Q(A)U�, ki— itytstatelZ : 0,,V U�1 S Phone#_ Sa I I Areyou an employer?t het kthe appropriate bo= 1 Type of project(required): 4. ❑I am a.general contractor and I 1.. I am.a employer with�_* have hired the s3� 6. VIriew employees(fall and/or part_timey 2.❑ I am a sale pvop&tor or parhw listed.on fhe attached sheet. 7. ❑Remodeling ship and have no employees Tbese sub-contractors have &. ❑Demolition emplo}gees and have workers' wotidng forme ire any. d;,apacxty. 9. ❑Budding addition [No walkers'tamp.insurance comp.insurance., 5. ❑ We area corporatio a and its. 14_❑Electrical repairs as s 3.❑ I am a homeowner doing all waaic officers have emercised#heir l L[]Plumbing repairs or additions myself o workers' rift ofememptionperMGL 12.❑Itoofrepairs d,I52,§1(41 andwe havens ins required j s employees.[No woiions, �-❑other Comp-insurance j ♦piny applicant al't rbec s boz*l mmY also M out th+e section below shMMJ their VMdes'CUnWeMxfloa PorM7 Ud&Mz iam ]€omeownessabosubmit&.wzMdatdtin&c9M9 they amdomzeMWMk=A&Mhueoatu&covtactom=xamffinW anew af6da A.kdxztr6sacb iCoatKs that rbecirthinb=must stWdwd sn additional sheet 5I0WM9theaameoft#ae mb-cw�and strte xhethernsnot tbose MMtMbay ewwyees• If the sub coatsactots baste miployCes, mustpivvide then wa�krss'soap Policy nvtabeL I am an einphotwr that ispmfi ilriW workers'coatdpem advm i=rmwO for my emPlvyees. Sdow is the poicy aat d jab site infortrtafrcr+a. Insurance Company Dame: Policy#or Self-ins-Lac.;r ExpiratronDaatr- Job Site Address: QVIState/2 ip: Attach a copy of the workers'compensation gold cy declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Sects 2.5A ofMGL r-- 152 can lead to the imposition of criminal penalties of a. fine up to$1,500 UQ and#or one-year imprisonment as well as cavil penalties in the form of a STOP VMRIK ORDER and a tine of up to S250M a day against the violates Be advised that a copy of this statement may be£onwmxled to the Office of IiriresEigatioms of the DIA€or i ce overage Verification. I do hereby c+erh& efFeJwy that the informad en prvvirkd abatre' true rid correct '10 - Date: o 15 phone# ©,,UWffJ also one Do not write in this area,Iv be completed by citl or towu Official City or Town: Permit/License Issuing.Authority(dPcle one): L Board of Health 2.BmMmg Department. 3.C1tylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person Phone 9: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an evplayee is defined as"_..every person m 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 appzutenaut thereto shall not because of such employment be deemed to be.an employer." MGL chapter 152, §25C(6)also sfatn 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 Ly of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the insm-an can requirements of this chapter have been presented to the contracting authority." Applicauts Please fill out the wormers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-coatiactor(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 partnmss,are not required to cant'workers' compensation insurance. If an LLC or LLP does have employees,a policy is regaired. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confumalion 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 Departmeeat<of Industrial Accidents. Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insrtred 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 prai i license number which will be used as a reference number:In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant shouuld write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the ' applicant as proof that a valid affidavit is on file for future permits or licenses A new affidavit must.be filed out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (ie. a dog license or permit to bum leaves etr.)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 Gommmwealth of Massachusetts Depaitmeat of lndnsftial Accidents office of Invesvptions FOOashinon Stet $aAon�MA G�l 1 l Tf,-L#617-'27-4900 cxt 406 or 1-.977- fASSAFE Fa.#617-727-7749 Revised 424-07 www mas,_ ov/dia f � '4��THE Tp� * SARNsTABM KAM a,0� Town of Barnstable Regulatory Services Richard Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, :Y-u S Ti Al6 Q i S , as Owner of the subject property hereby authorize A R*J' ie kvAc to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) _77— Z 7 f .� ignatute of Owner hate V `�' I RJ® Re! S Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPHLESTORMS\building pemit formAsmokecarbondetectors.doc Revised 040714 r oFtHE T Town of Barnstable Regulatory Services HARNSTAB9 $ Richard V.Scali,Director Q3,e i639 rE1639. ► Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or,larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor.", Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILEIIFORMS\building permit forrnAsmokecarbondetectors.doc Revised 040714 Yl V TOWN OF BARNSTABLE BUILDING PERMIT_APPLICATION 77 71- - Map Parcelo = f application # Health Division Date Issued l�Z�� #00 _ Co6servatiori Division Ap ion Fee 1` (. �S Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board a Historic - OKH _ Preservation / Hyannis Project Street Address 1 7 Village `f A"V ys Owner .T'u Address /& Ateks e Rc g[) ra Telephone S7-0? Permit Request k6 8" in DwC4-4-X"6 By 7 T1-i Q 6E bRcio m_S QA"7-,p Square feet: 1 st floor: existing Ppro proposed / y� 2nd floor: existing ro osed Total new i l?p 9-proposed � Zoning District Flood Plain Groundwater Overlay *roject Valuation Zoe ew!,� Construction Type 5ewr_ 1-�AMX/-y p _A"6 Lot Size / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family d' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes eNo On Old King's Highway: ❑Yes 4'No Basement Type: eF-ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 1 Basement Unfinished Area (sq.ft) /1.4/? Number of Baths: Full: existing / new $ Half: existing ® new Number of Bedrooms: 2 existing 4knew Total Room Count (not including baths): existing 3 new First Floor Room Count 3 Heat Type and Fuel: YGas ❑ Oil ❑ Electric ❑ Other Central Air: 2'es ❑ No Fireplaces: Existing New Existing woock/c al stove:'.,L)Yes? M No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: L sting 0_6ewsize_ ® Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ r� 9 Commercial ❑Yes ❑ No If yes, site plan review# ; Current Use Proposed Use - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4!5-A Telephone Number Address /3eY- 3 5-S5- License # e S •-0 3 9'1'E 5- 1. FYI A- ® 2S 3e,' Home Improvement Contractor# /O6 Email C S T/Z.,5-4E:' Ai::�415LA `c°o Worker's Compensation # •-O/6 QS,cJ 3-/� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Boil 2 vE A-a,&, �=r SIGNATU DATE FOR OFFICIAL USE-ONLY APPLICATION# 'DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r t •' DATE OF INSPECTION: r FOUNDATION %} FRAME Elmo N4 ��i?�ic INSULATION - y FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL s FINAL BUILDING E ' DATE CLOSED OUT - k ASSOCIATION PLAN NO. The Commonwealth of Massachusetts _ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 4W R,/ DBA r,4L►?9 4-r1,,- Address: Pe, i8pz .36s- City/State/Zip: WA x} bz s Phone#: S—b ZI—3 7 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ®New construction 2.FI am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling These sub contractors have and have no employees- ._.._ ._.. .. _.. _ _.._. _....._.._ .. . .8:..:❑.Demolition __....... .. ..... workingfor me in an capacity. employees and have workers' Y P tY• t 9. ❑Building addition [No workers' comp.insurance comp.insurance. required] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑ Other comp,insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: L'[7/t9 0, NFL,?AL Lo4< 7 ee1H Q Policy#or Self-ins,Lic.#: G! 17,93 5 Expiration Date: Job Site Address: 7 ��Ildl r'� "A-2—- City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and epains andpenalties ofperjury that the information provided above is true and correct Si Date: Official use only. Do not write in this area,to be completed by city or town official 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-contractors)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 PIease 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 Washiugton Street Boston,MA 02111 TeL#617-727-4900 ext 406 or'l-977-MASSAFE Revised 4-24-07 Fax# 617-727-7749 vrVVW.mass.govfdia AWC Guide to Food Const=c dort zn Hip* ITnd Areas:110 trcplr Rrwd Zoae Massachusetts Checklist fol< Compliance (790 Ch'fil5301:2.1.1)` - P1 Chi . c=�Ptia= 1.1 SCOPE-. Wind Speed{3 sec gulf)_._.-._._._..._._..._....:_.:..._._._.._ _.._. -_........____................_ -----110 mph t✓ WindExposure Category.. ._....._.___._......__..__.___._.___..._.......:__.__...........................•-_•_-__.._......____......_B ✓�_ V+find osura Ca o r Exp teg ry..:.•...........Engineering Beguiled For Entire Project.......................................0 12 APPUCABIL[TY •Numberof Stories(a roof which exceeds a In 12 slape shall be considered a story) stories s 2 stories Roof Pitch .___.__:._. S 1212 ✓ Mean Roof Height _...........__._...._. ___.._.....r.___(Fig 2)....._............_-._---------____a__._. -!L�ft 5-33' Building Width,W. ........ Fig 3)------_......._.....-..............._._ _ 37 ft 5 80, ✓ Building Length,L (Fig 3) :.__........................_.._-:-__- _80' �✓ Bonding Aspect Rafro(UM (Fig 4)----------------------•------ - 6 5 3:1 r P 9 _----Fg 4)-_-_____----:...... - 613" Nominal Height of Tallest D enin 2 -•-•••---•---{•---- 12 FRAMING C0NNECTIDNS General mrnpfiance with framing c6nnecfions__...:._..:..___.(Table 2)..._________________________________................... . 2.1 FOUNDATION Foundation Walls meeting requirements of 78D CMR 54D4.1 Conrxete...................................................:.................................................. ....................... Concrete Masonry -----........... 22 ANCHORAGE TD FOUNDATIDN"' 5/8'AncharBo'lts*imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete bniy Bolt Spacing general • (Table 4)... .......... ._.__ �in. ✓ Balt Spacing frDm end(oint of plate.------------------_--_-(Fig 5)__------_----------........... -• L ��in.<6`-12', Balt Embedment-concrete__-_.:.---_:---...___._-----_-----.(Fig 5)......--:---•-::•-•---------=-----__.:__�__.�in.z 7" Bolt Embedment-mason F Plate Washer..'-----.__...---•--------•--------------------------(Fig 5)....... 3'x 3'x'/�' � 3.1 FLOORS Floor-framing member spans checked ........................(per 780 CMR Chapter 55)_-____..__-..________- ___ �✓ Maximum Floor Opening ,Dimension.-:......................:____.(Fig 6)................................................. ft_12 ' Full Height Wall Studs at Floor Openings less than 2'from F�rior Wall (Fig 6)...._..:....::.:.................::..... �- Mbximrim Floor Joist Setbacks Suppoiiing Loadbearing Waifs or Sheanwall 7)_---•------•---.._-___-_-_-_______.___-_--_-_-. D fit d Maximum Cantilevered,FIDDr.Joists SupparfingLoadbeadrig.Walls-orShearwall..__.:__-__--(Fig-8):..........._.....................:_________:___:eft sd FioorBracing at Endwalls-- ...._..._.._._... - -...:.........(Fi9 9)------- --- -____ - _ Floor Sheathin Type ...................................(par 780 CMR.Chapter 55 Floor Sheathing Thickness ;---_---------..____-_________---_:._—(per 780 CMR-Chapter 55)......... in: Floor Sheathing Fastening..................................._...___..:_.(Table 2)_.mod nails at_(�in edge in field 4.1 WALLS Wall Height I-Dadbearing walls:�._��_....._..:�._::-----_-•-_--~_._.(Fig 10 and Table 5)....... _... ft Non-Loadbaaring __ (Fig 10 and Table 5)�...-............ __}�ft's20' ✓ Wall.Stud Spacing ......................... (Fig 10 and Table 5) Lin 24'a.c ✓ ' Wall Scary Offsets- ..............................(Figs.7 8:8)_._...__:_ ......................... L9 ft c d 42 EXTFP1 OR•WALLS Waod Studs Loadbearing•vWls:_.__............. ......... _._--.......(Tal?1e5�.......................-__--2xf�-� S in. ✓ Non-toadbeaHng its.-_-........................................:(Table 5)__•--:•.............__._....2x• Gable End YVallrac ng . Full 11616ht Endwall Str�ds . .. ....__.... _.__._:..__.(Fig 10)_ :.______. -- ---___ WSP-AfficFloor Length.___:.:.__..____- (Fg19)_.._.:...... .......:...:...... .._ 0 ft�1K/3 a� Gypsum Caning Length.(tf WSP not used):................:.(Fig 11)---_-_____.__:--____-__-__-__-_-........J0 ft i'0.9W and 2 x 4 Continuous Lateral Brar:e 6 fL o_c...(Fig 11)........................... ✓ or 1 x 3 ceiling ftrfing slips @ 16'spacing mini. with 2 x 4 blocking @ 4 ft_.spacing in end joist or truss bays Dauble.Top Play Splice Length :._.__._..__.:.:_:__.....---._.._._..�.-_---•(Fig 13 and Table 6)......------ _.-_-. :_-�' ft Splice Connection (no.of 15d common naits):.__........(Table 6)...—._..........................._.._..._.___._..� ✓ f(Ff�C wide fa Wood Conskw ian in High Find Xrerrs,110 flipir i�'ind zone massachusetts Checklist for Con-1pliance (790 CiE1R53011.1-1)I Loadbearing Wall.Connecdons �. •. . Lateral(na_of 16d common nails) -.-_--(Tables 7)-------- __..................._._.._.. Nan-L:oadbeadng Wall Connections Lateral(no.of 16d cpjnmon nails) (Table 6)--__------------_-________________-------- Load Beadn Wall O antn s record largest opening but check all o nin s fnr coni trance to'Table 9 9 P g ( RJ P 9 g P } (Table 9 Header Spans __..._.------------_._.----..__...____....._... )..__._:_.__------•-- Sill Plate Spans .........__.___:................................(Table 9)....»_........_..._...........A ff in.51 i' Fug Height Studs (no. ofstuds)---_____.. — — -- •gable 9)-----------•---.----------... --_---------__ Non-Load Bearing.Wall Dpenings(record largest opening but check all openings for compliance to Table 9) Header'Spans.....:..:..:.... _ _.._....._.._ _._..._._..e 512' �9/ Sill Plate Spans............._-_•--_----------_:_...----- -. (Table 9)..------•------._...—..,6-ft�in.512" Full Height Studs no.of studs ..(Table 9)----------_-----_-_-_-.-------- --- -_� '� Exterior Wall Sheathing to Resist Uplift and Shear Srmultaneously4 Minimum Building Dimension,'W Nominal Height a6Ta(Iesf OpeningZ ...............---__--:_...-_._----------:...... ...._.__.: 5heatfiiiig Type.................. - (Hate 4)_-— -J � !/ Edge Nail Spaelrmg i (Table 10 or note 4 f less) in able 1 D • Field Nall Sparing .._.....____........ -._------------___..._.__.__• Shear Connection (no.of 16d common nails)(Table 10)-------- ---------------______..._:_. r' Pement Full-Height Shaathin' able 10 _------------ •-•- --------------------- % 5%Additional Sheathing for Walt with Opening>E'S"(Design Concepts)................. Maximum Building Dimension,L , ry Nominal Height of Tallest DpenrngZ_.-.:........::.......................................................�¢ 5'E B' i/ Sheathing Type---_----=-------------------------------(note 4)- _--------------------•---------------------- T Edge Nail S acin __ _---___----- able 11 or note 4 if less)--_._._:.--_-----_. rn. g P 9 - Field Nail 5 acin able 11 -----------____,._----------------__....... in. Shear Connection(no, of 16d common nails)(Table 11)_-_._._-.............. .._____.....____....._..— Percent FulkHei ht Sheathing able 11 __..______..- % ✓ � 5`Y°Additional Sheathing for Wall wi-th'Opening>&'B" (Design Concepts).................. Wall Cladding Rated for Wind Speed?------........------ . 51 fZOOFS Roof framing member-spans checked?._____-__._.______..(For Rafters use f1WC Span Tool,see BBRS Websith) t� 19 ------------- o ft_smaller of 2'or U3 Roof Overhang --------------------------------................ (Figure ) ` Truss or Rafter Connections at Loadbearing Walls - Proprietary'Connectors Uplift........._............ •----- _--___.(Table 12)........-:__._...:-------------------••-1-1=_.303 pif Lateral.•-•--•••-•--•----•••_.._._ .. ._. (Table 12)•••-------•--•--•- - _L=J-I&pff Shear..........................:..._-----• _(Table 12)---------------------------------- Plf Plf Ridge Strap Connections,-if collar ties not psed.per page-21__:(Tab)e 13)--___--___-___-__..___-----.T--,212_Plf Gable Rake Outiooker.........:....:........... .................(Figure 20) ____-..,______ft_5 smaller of 2'or V2 ' Truss or Rafter Connections at Non-Loadbearing Walls i Proprietary Connectors Uplift.....................................-----•(Table 14)--•-------- ---••-- ----._.U= lb. Lateraf(no.of 16d common nails)__.(Table 14).......................................L Roof Sheathing Type ___.._ __._....__.__...(per TBD CMR Chapters 5B and 59)......_..._. . WSP o/ RooFSheathing Thiakness Roof Sheathing Fastening-------------_----------- ....... (fable 2)_.......................... .__........... —_-•-_-•— ✓ IGtPS: . This.checkfist shall be met in its entirety, excfuding the specific excepffon noted in 2 to comply with the requirements,of T8D CMR5 .2 3D11.1 Item 1. If the checklist is met in its entirety than the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Stael Straps per Figure 5 b. 2b Gage Straps per Figure 1 i C. Uplift Straps per Figure 1.4• d. All Straps per Figure 17 . e. Comer Stud Hold Downs per Figure 18a and Figure 1Bb Exception:Dpening heights ofup to B ft shall be permitted when 5% is added to the perr-mt fu4-herght sheathing requh-e ents shown in Tables I and 11. The bottom sill plate in extr tior walls shall be a minimum 2 in. nominal fhiCkness pressure treated#2-grade- ' Y 17, Z}1 T ToNvn of Barnstable . . o� t Regulatory Services a RaRNCT"rA f MASS. $ Richard V.Scali,Interim Director Building Division Tom Perry,Building Commissioner 200 Main Street;Hyamis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 _.... . ...._._ ... .._ _... ... _._.._ _..... - _.. . _.__..__. .. _ _ . __ Property Owner Must Complete.and Sign.This Section If Using A Builder I, 05 T 1. N 9 Q ►,� ,as Ownet of the subject ptoperty heteby authorize �/ T p� to act on my behalf; in all mattets telative to work authorized by this building permit (Address of Job) **Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled of utilized before fence is installed and all final inspections are performed and accepted. tote of Owner. S' e o plicant . U 5 T rJO Print Name Print Name Date Town of Barnstable - Regulatory Services pk� Tod Richard V.Scah,Interim Director . .Building.Division - ReRNCTARiF Tom Perry,Building Commissioner 1659, �� 200 Main Street, Hyannis,MA 02601 www.town.barnstable,ma.us Office: 508-862-4038 Fax: 508-790-6250 HOMEOWNER LICENSE ExEMPTION - Please Print DATE: JOB LOCATION number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state yip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm strictures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeQwnei"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and.that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control_ HOMEOWNER'S E CENIMON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt. from the provisions of this section (Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a super,Jsor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,.particularly when the homeowner hires unlicensed persons. in this case;our Board cannot proceed against the unlicensed person a§it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor, On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. n_�rtro�rr�etrnnx rc��..t t R ,;—;f f cM-YDRFCC rimer. . n n n r n Effective Date: January 20th, 2015 n G n r WesternSuretyCom any n a n n n r n LICENSE AND PERMIT BOND r n n n KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 62272633 n G n That we, Justino Silva Reis n n of West Yarmouth State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts , as Obligee, in the penal sum of Four Hundred Twenty Eight and 00/100 DOLLARS ($428.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Driveway Permit Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until January 20th 2016 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thir,,ytli ,t. ,'pp&ys from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh�l � eupo l lieved from any liability for any acts or omissions of the Principal subsequent to said d ,,lie a ,�4e�s ,the number of years this bond shall continue in force, the number of claims made aan�t, his bona4%'-the number of premiums which shall be payable or paid, the Surety's total limit of lij y shall not bd 7nulative from year to year or period to period, and in no event shall the Surety's total li )T ty�fbr-allVlgi Y exceed the amount set forth above. Any revision of the bond amount shall not be cujpuye. �Wis"�t% Dated 21st day of Janua � 2015 • n r � f OORPORATf = n SEAL Principal n r Principal WESTE )SURETY) COMPANY n y B n n Paul T.Bruflat, Sornior Vice President r Form 532-12-2011 r r n r n ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 21st day of January 2015 before me,the undersigned officer, personally appeared Paul T. Bruf lat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. tyy5�ay�h�.hha�,5yhyyyy5�y� s S. PETRIK s s SEAL NOTARY PUBLIC SEAL s saSOUTH DAKOTA�ss rary Public—South Dakota +4�a55y'�yy�ikyyy5bh5h�oyyyN+ My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual described in and who executed the foregoing instrument and acknowledged to me that he executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C U �o a •� 41 � C) o i (3) W Z chi O a o G� Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota , its regularly elected vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Driveway Permit Town of Barnstable bond with bond number 62272633 for Justino Silva Reis as Principal in the penalty amount not to exceed: $ 428.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 21st day of January 2015 ATTEST WEST E N / URET COMPANY By G�- L.Nelson,Assistant Secretary Paul T ruflat,Vice President a� 4 STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA �� ~ � s raaeaa=s=�� On this 21st day of January 2015 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. +Oh�b�iSSyyyyyyhyy5hhhhy54+ s S. PETRIK s s SEAL NOTARY PUBLIC SE L s ys SOUTH DAKO - /i�t TA s + Notary Public My Commission Expires August 11,2016 Ow 11.0 Form F1975-1-2012 f xY, '''¢ �" � AY3 •d tea: 5, p' i^;' �.., E'\o: �.° �„� ✓J V� �\ '�' �' 1 !g di? y `f�, AY d� Xy � s s \`�`�\ � � � � ,•£ •in 'E r, e. T,, k�. �,.�;h.«-F:. � � ._. ,u '-Ya._ ate. f: E:Y �r �r w r' E: j K v, xx n. F1 �a J z. y> 3 r r 4. i Y Y° r §i t 4 • \ m t e"sil IF IR , ac t` �_...:N -r R .,� � ""� �a R �z> b 1. «h r ,. ; 17M,k ,. w: a ._._ .s,.. ,-..._ r ' .. r,.. ._..:.. ,.., ..., ,........ ,,. ... ........... .. �.•''F,£ s:.. Ye, ..... i•^.: tt ,.. "x.,,,.. .. 2� .... ......,, ., ...T.. 4 � -s:\. r Bk 26380 Ps219 130740 . co 06--01-2012 09237a. c w MASSACHUSETTS STATE EXCISE TAX BARNSTABLE.COUNTY REOSTRY"OF DEEDS X© Date: 06-01-2012 a 09:37am. <C sM C. Ctls-: .239.. DocT 30740- . �•• Fee: $362.52 Cons:.$106i000.00- W h-(-d>,0 QUITCLAIM DEED XhlOn ws ro N UWE GREAT.OAK REALTY PARTNERS LIMITED PARTNERSHIP,A CD C14 MASSACHUSETTS LIMITED LIABILITY PARTNERSHIP,with a mailing- . ww o c' address of 34 Great Oak Road,Orleans,MA 02653 _l r 1 01-O ODmwro ca aacoC1,C1, N�•• • "' For Consideration of ONE HUNDRED SIX THOUSAND AND NO/100($106,000.00) zz w-8•• aaa-0a PAID coca sarsW Grant to JUSTINO S.REIS,of 16 Archie Road,West Yarmouth,MA'02673 With Quitclaim Covenants: That certain parcel of land with the buildings thereon situated in Barnstable(Hyannis), County of Barnstable,Commonwealth of Massachusetts,being shown on.a plan entitled "Plan of land in Hyannis,Mass,for Moses A. Grace"dated July 1954 by Gerald Mercer which plan is filed with the Barnstable Registry of Deeds in Plan Book 116,Page 55'and bounded and described as follows: NORTHWESTERLY: by"40'Way"as shown on said plan,one hundred six and. 19/100(106.19)feet; NORTHEASTERLY: by land now or formerly of Moses A.Grace as shown on. said plan,one hundred thirty-nine and 41/100(139.41)feet;. SOUTHWESTERLY: by land now or formerly of Myra Cory Brown as shown on said plan,one hundred and 00/100(100.00).feet; and SOUTHEASTERLY: . by land now or formerly of Moses A. Grace as shown on said plan,one hundred seventy-five and 14/100(175.14) feet. Together with the right of way in common with all others entitled thereto over the 40' way as shown on said plan. For Title see Deed recorded with the Barnstable County registry of Deeds in Book 2471.5, Page 104. Property Address: 17 Jennifer Lane,Hyannis,MA 02601' Y f Bk 26380 Pg 220 #30740 Witness our hands and seals this day of w ;2012 Prs.n�t ,P� • Timoth al ron, anager COMMONWEALTH OF MASSACHUSETTS . Dukes County, ss On this 3 day of 2012 before me the undersigned Notary Public, Personally appeared eared TIMOT WALDRON MANAGER OF THE GREAT OAKS REALTY LIMITED PARTNERSHIP as aforesaid,proved to me through satisfactory evidence of identification,which was e S--. `ywmule to be the person whose name is signed on the preceding or attached document,and acknowledges' to me that he signed it voluntarily for its stated purpose. Notary Public. My Commission Expires: Vim• 1,2o7 OA O yK:V •,q, h• 'eeeeee�uuu+u++++ Bk 26380 Pg 221 #30740 JtatPi� vui, otrto,�tr, A 029v'd Wllllam Reads Galvin Secretary of the Commonwealth May 24,2012 To Whom it May Concern: I hereby certify that according to the records in this office,a Certificate of Formation of Limited Partnership was filed in this office by GREAT OAK REALTY PARTNERS LIMITED PARTNERSHIP. in accordance with the provisions of Massachusetts General Laws,Chapter 109,on October 14, 2009. I further certify that said Limited Partnership has filed all annual reports due and paid all fees with respect to such reports;that said Limited Partnership has not filed a Certificate of Cancellation;that said Limited Partnership has not been administratively dissolved;and that,so far as appears of record,said Limited Partnership has legal existence and is in good standing with this office. I also certify that the names of the General Partners as listed in the most recent filings are as follows: GREAT OAK REALTY,LLC 34 GREAT OAK ROAD ORLEANS,MA 02653 In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date fast above written. LAR COUNTY Secretary of the Commonwealth F DEEDS ,ATTEST Processed By:nem E,REGISTER B RNSTABIE REGISTRY OF DEEDS 01/08/2015 12:29 5087901313 HYANNIS WATER SYSTEM 16639 P. 002/002 .n. A df IHE r Department of Public Works anno Rd. Water Supply Division * "RN6rA=, • 63 Hyannis Water System Operation 1/8/15 Town of Barnstable Building Inspector 4 Town Hall Hyannis,MA 02601 Re: 17 Jennifer Lane—Hyannis,MA 02601' Acct#: 60165 Tear Sir: Please be advised that the above water service was shut off on 12/18/14 and meter# 88504464 was removed. The,owner has informed us that they are installing a new four tion at the property.. If you have any questions,please call the office at(508) 775-0063. Sincerely, lynTek Hyannis Water System 01/08/2015 12:29 5087901313 HYANNIS WATER SYSTEM 16639 P. 001/002 Hyannis Water System Invoice No. HWs-6891-449E P.O_ Box 326 Hyannis, Massachusetts 02601-0326 (508) 775-0063 fax(508)790-1313 INVOICE —' Customer Name Justino Reis pate 1/8/6515 Address 17 Jennifer Lane Acct No. 601651 City Hyannis State MA ZIP 02601 Se ce No_ 6391 Phone FOB pty Description U1 Price TOTAL 17 JENNIFER LANE 1 Demolition Permit Approval-Paperwork&Meter Removal $78.14 $78.14 Non-Taxable Total SubTotal $76.14 Non-Ta cable Total $0.00 Taxes MA TOTAL $78.14 Jan. 8. 2015 9: 31AM NSTAR—SUMSW3 No. 4524 P. 1 r51 w VAR One NSTAR Way EL cc TH/c Westwood,Massachusegs 02090 GAS December 26, 2014 ' Justino Reis 16 Archie Rd. W. Yarmouth, MA 02673 RE' 17 Jennifer Ln., Hyannis, MA 02601 (Main house) Dear Mr. Reis: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of 12/26/14, the electric service to 17 Jennifer Lane, Hyannis, MA 02601, has been removed. 4 Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Ms. Jurg4ew z New Customer Connects JAN-22-2015 11:38 From:508-394-5019 Paee:1/1 f national .g rid January 22, 2015 Attn-To Whom it May Concern This letter is to notify you that there is no live gas service located at 17 Jennifer Lane, Hyannis, MA. If you have any questions, please feel free to contact me @ 508 760-7463. Thank You, Sarah Brillant Gas Customer Fulfillment National Grid 127 Whites Path S. Yarmouth, MA 02664 Tel ##:508 760-7463 Fax#:508 394-5019 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map <)10 Parcel `7�4b �icont4t Health Division Date Issued —17 Conservation Division Application Fee UX Planning Dept. Permit Fee �P' Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address l —,l�A-�A2 —r Village 4!!(&L./A.)=3 Owner 97-=A.-vt;, ems--S Address i'f dQEC s/X'z' F�,4-/> Telephoned ,Permit Request f-10®s=Ayea F7- 1-o c N :Square feet: 1 st floor: existing Ati�nbroposed SR 2nd floor: existing ^ proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 40,6tio Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Y Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes I LNo On Old King's Highway: ❑Yes A No Basement Type: ❑ Full ❑ Crawl ❑Walkout 30ther uew CRL. Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) `— Number of Baths: Full: existing new Half: existing new Number of Bedrooms: Z existing —new Total Room Count (not including baths): existing 3 new First Floor9 om Count - Heat Type and Fuel: &Gas ❑ Oil ❑ Electric ❑ Other Central Air: %Yes ❑ No. Fireplaces: Existing New Existing w /coal stave: UlYes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: L existing❑ n-ew size_ -_ Cn Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: --r . coo ® r- �__ M Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR.HOMEOWNER) Name �AQY ��2��T Telephone Number .S2:>'3- Address oy �u,�w-ci3 y .Lfl��' License # (f S -b3 FFJ�S Q ce o o Z-5-3 Home Improvement Contractor# aa e i G S i 2 �' ?'!�a?,�,�►s v Worker's Compensation # 65S9e,,6_,o695-iy 7;Z- /3 n� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �v�2.✓E .Cp�,a. 1 SIGNATU DATE dVec> C, � i FOR OFFICIAL USE ONLY E APPLICATION# ' y DATE ISSUED ` y- MAP/PARCEL NO. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: -FOUNDATIONa y FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ,1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING M Y: DATE CLOSED OUT ASSOCIATION PLAN NO. I i ?lie Commonwealth of Massarhusetis ' ' Deparbnent of Indusbzal Accidmir — Ogre oflnvesstigadons 600 Washington Street Bostan,MA02111 1Mnk1rras&go,1dia Workers' Compensation Insurance Affidavit Baders/Contractors(Electricians/Rumbera Auplicant Information Please Print LgWy Name musi esslOr�nllndividnaij: 4g; Q-`l� r 2C 7% Addrm: DD�� nt/�yr X 4,0 CityfStabefZip: WfkQuo Z r 3Qb m Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New constriction employees(full andlor parr-,time)_* have hired the sub-cantractors 2 I am a sole proprietor orpartner listed on the attached sheet 7. M Remodeling ship and haste no employees These sob-contractors Dave 8. ❑Demolition and have wm9:rss'.working forme�any capacity- employees 9_ ❑Building addition [No workers'comp.insurance comp.iasurance.I required] 5. ❑ We are a corporation and its 10-❑Electrical repairs or additions 3_❑ I am a homeowner doing all worse officers have exercised their 11_❑Plumbing repairs or additions myself [No workers'comp- right of exemption per MGL 12..❑Roaf insurance required.]T c-152,§1(4),and we have no repot 13.❑Other employees.[No workers' comp.insurance required.] 'Any applicant Beat chedesbox#1 mast"fill out the sectioubelow showing theawodcers'compensation policy infunation I Homwwuers vrho sabmit this affidavit indicating they are doing all wmk.and then hire outside contractors mast submit anew affiidwit indicating mach_ YContractors that cbeck this boa must attached as additional d mw shareing the none of fe sob-canuximn and state whether cr not those entities have employees. If the sub-cout actors hose employees,they mnstptavide their workers'tamp.pormy attmber. lain an eiiiployer tliatisproviding itorkers'compenmtion insurance far my eniptoyem Bdow is diepalfo, and job,site information Insurance Company Name: Policy 4 or Self-ins Lie.# two—'S�et& 2�:�N 7 Z—.3^ r 3 Expiration Date: Job Sine Address: /`7 GitylStatel7ap: 14 yR Al 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 IV GL c. 152.can lead to the imposition of criminal penalties of a fine up to$1,500.00 andlor one-year imprisonment,as well as civil penalties in the form of a STOP WORT{ORDERand a fine of up to P-50-00 a day against the violator. Be advised that a copy of this statement maybe f"carded to the Office of Investigations of the DIA for insurance coverage verification_ _. . ._.......... _..__._ .. .. . ...._ _. ..._. ..._......._..._. - - -....._. _ _. I do hereby certify under the pains and penabi s of itty Mat the irrformafianpravzded above is hue and correct SilEnatureDoke: ®�. / c ®! 0,, rciaY um onr nat tsrttg in this area,to be campleted by city'ortivi m a,Pfat G'`ity or Town PermitUcense# Issuing Authiority(drete one): 1.Board of Health 2.Building Department 3.City/rown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Pesos: Phone#' 6 r 9 r NOTICE N W NOTICE TO TO EMPLOYEES EMPLOYEES v The. Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 http://www.mass.gov/dia As required by Massachusetts General Law; Chapter 152, Sections 21, 22 &30, this will give you notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: CNA INSURANCE COMPANIES NAME OF INSURANCE COMPANY P :0. BOX 1450 MIDDLEBORO;. MA 02344-1450 ADDRESS OF INSURANCE COMPANY (6S59UB-0695N72-3-1 4) 06-29-14 TO 06-29-1 5 POLICY NUMBER EFFECTIVE DATES 0 ® MCSHEA INS AGCY INC 1550 'FALMOUTH RD RT 28 STE 2 CENTERVILLE MA 02632 NAME OF INSURANCE AGENT ADDRESS PHONE# o® STREET, GARY DBA 49 QUIMBY LANE FALMOUTH CUSTOM HOMES a� .WAQUOIT MA 02536 EMPLOYER ADDRESS EMPLOYER'S WORKERS COMPENSATION OFFICER (IF ANY) DATE �= MEDICAL TREATMENT o® _ The above named_insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the ,Workers' Compensation Act. A copy of the First Report of Injury must be given to the. injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the NAME OF HOSPITAL ADDRESS TO BE, POSTED BY EMPLOYER 003120 W20P1GQ2 . - - - - - AWC Guide to Food Conn on in HVz MAd Areaa:110 mph Knd Zone Massachusetts CheckUst for Compliance mo amoot'�l.i)` P1.r - 1.1 SCOPE t . Wind Speed(3-sem mph r/ Wind EVosure P3tegory 'Wind Exposure Category...............EnghwAng Required For Entire Project....................................._C 12 APPLICABLITY. . Number of Sb3e=(a roof which exceeds 8 In 12 slope shalt be considered a story)_�stories s 2 stance I/ Roof Pitch (FIg 2) Mean Roof Height _....__.....___._..........._._. _ (Fig ft 5'33' Buifdfng Width,W_.._._._:......_._..._........._.. (Fig 3) ft s SIT Building Length,L ' Built ring Aspezt Ratio CLAW) ..�_._..(Fg 4)- Nominal Height of Tallest Dpenmgz (Fig 4) 13 FRAMING CDNNEc-nONS General cornpliancs with framing c6nnec[ians_-....._........_. 2.1 FOUNDATION Foundation Walls meeting requirements of 7BD CMR 5404.1 Concrete ......................... ........._...........:............................................................---.........._. Concrete Masonry............... _........_._. .._.........._ .___..--- —� 22 ANCHORAGE TD FDUNDATION1-3 5/8"Anchor Bob-Imbedded or 5/3"Proprietary Mechanical Anchors as an alternative In concrete only Bolt Spacing-general................................... :.(fable 4)___._..._. ...._ 3 fin. Bolt Spacing from end(oht of plate...__._...—.-._.._.-(Fig 5).._..__._._..._...___.. I:'/z rn.5 6'-12'. Bolt Embedment-cans-efE...._...._.---.__.._....._..(Fig 5)..._._.._.._.�.__._�__._..._.... 7`in.Z 7" Bolt Embedment-masonry._--------- ..._._.__..._(Flg 5).__.._.r--_-----_----------_-�_In.>15' Plate Washer_....__..........._...___._.r..___._.._.._._.(Flg 5). _._..._._....._....._.._...—k 3'x 3-x 34' 3.1 FLODRS Floor'haming member spans checked _..._.._. ___.__(per 7B0 CMR Chapter 55)__.._._.._._.._...._.—.. Maximum Floor Opening ptmensiDn Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................... ......... Mfidmrim Floor Jolst Setbacks o/ Supporting L.oadbearing Waifs or 5hesrwatl..—....__»(Fig 7)-----_------.----------._....-.._....___.�T ft'<d Maximum Cantilevered Floor Joists Supporting Loadbearing Watts or Shearwall.___(Fig 8) it s d r� FlaofBracng at 9)_..r_ ✓ Floor ShgaUng Type (per 7BD CMR Chapter 55) .. ._•�,._ .._._...._ ✓ Floor Sheathing Thlclmess (per 7aD CMR Chapter 55)......._...__---•� Floor Sheathing•Fasferimg_.........._.._____...._.____.:_(Table 2) d nails at in edge( 1 in field I� 4.i WALLS ' Wall Height Loadbearing walls.__._.__ ....._.._..__ _(Fig 10 and Table 5)_.._.___._____. 5 i D. Non—Loadbearing waft_ _-...-.---_._»_:._._ ._.....(Fig 10 and Tat le 5) 20` +� Well Stud Spacing .....-.....__.._......:...:_._._.__.---...... (Fig 10 and Table 5)_.__...___ /�o In.:5 24'o.c. �G War(Story Offsets ..____..._.»__._______._..__.(Flgs 7&8)_._....._....._.._.. ...___... ft s d 4.2 8XTEMOR YiI UL Wood Studs ✓. Laadbearing walls__...__......_.»._......_..._..—._._(Table 53........_..._........._._.2x/�- 7 it tn. r a g (T __......__......._.....2X -eft?�4 -ram Non-Loa eatin v,�alLs.�_...__.._.._.._..._..._......_ able Gable End WaWmcing t Full.HEOPub Endwall Studs..._..-... __..._._._._..........(Fg WSP-Atfc Floor Length�.:_._.._....._ • ... jFg 11)_._._.._.._._.......__.._._.. ®ft�:1W3 - a� Gypsum[ding L E�?gfh(If WSP not used) (Rg 1 • a ft>_0.9W and 2 x 4 Confinuous Lateral Brace @ 6 ft.oz-_(Fig 11}........................_...._._....�__ _ ✓r or 1 x 3=11ing furring strips @ 16'spacing min.wrlh 2 x 4 blocking @ 4 ft spacing in end Joist-or truss bays. � Doable Tip Plafrr Splice Length .._._..._..._:._.._....__....... ___(Flg 13 and Table 6)....... ft A FVC Guide to Wood Construction in High Ktnd Areas: 118 rrcph Farr d Zorce Massachusetts CheckUst for CoMpjjance(790 CMIZ53017 t-i)I Laadbwring Wall Comections . Lateral(no.of 16d common nails)_-.___.-__._:__.-.(fables 7)___-___-__-___-._:._._....__.__.. G NDn4=dbsa Mg Wall Connections Lateral(no.of 3.6d common[sails)__.;.__....___.._._..�1'able B)..........._..__.__.._....____.__._._. Load Bearing Wall openings(recoid largest opening but'check all openings for compliance to Table 9) Headers .....__......._.._ _._ _._._,(Ta[ile 9)_.....:_...-..__. _.. ft-j .in.s 11' So Plate Spans ..._._.�...._...__.__....__..:._......._.(Table 9)__......_._.._.__...... b ft ®in.511' Full Height Studs (no.of studs)._.. - (fable 9)_.._...___.__.._.__- ..----_3 � Nor,I. ad Bearing Wag Openings(record largest opening Wit check all openings for compliance to Table 9) Header Spans........ Sig Plate Spans.._____.—..:._.- __._---_--•--__(Table 9)___-___-_. C�- ft oin.s iz -4/ .Full Height Studs(no.of ---(Table 9)._.•--.._.....--_-..-- Exterior Wall Sheathing to Resist Uplid and Shear.Slmuftaneously4 M'mimum Bur1drng Dimension,W Nominal Height of Tallest Opening? .................... .._.__.._.._---_........._.--...•-� Ehr . Sheathing Type__...._..._-__._.�._..._.__ Edge Nail Spaclhg.__.....__... (Table 10 ornote 4 if less)_..._...._-.._. in. - Reld Nail Spacing..--- .:..(Table 10)..._.._...._. --• Shear Connection(no.Df 16d common nails)(Table 10)___ _--_-_-___-_-_ Percent FuMeight Sheathing_...._:_..._..:_(Table 10)-___...._..._____.---___-__.:___-_-•..—`Y 5%Additional Sheathing for Wall with Opening>67(Design Concepts)_____._____ ✓ Maximum Building Dimension,L �I Pt P � o Nominal Height ofTallest O enin ............................................_._ 0 6'B` ' Sheathing Type—------._.._..__(note 4)---------_. Edge Nail Spacing.___._-_____-- (fable 11 or note 4 if less)-----.—: ILL All- Field Nail Spacing.-------(Table 11) Shear Connection(no.Df 16d common nails)(Table 11)_....._............_._-.... .___. Percent Full-Height Sheathing._--:---..__._(Table 11)..._.__.�..-..--•._---_..-=-__— -� 5%Additional Sheathing for Wall wii h'Opening;-67(Design Concepts)_..-_._---'.- Waff Cladding Rated for Wind Speed?__.__.._ ................._....... _.._...._._._-_—......._......__._...-._ �i RoQFS Rc)4 framing member spans Rafters use AWC Span Tool,see BBRS Website) !/ RDaf Overhang re 1 B) __--_--.�ft 5 smaller of 2;or M L Truss or Ratter Connections at Loadbearing Watts - Proprietary Connecinrs Uplift..--_.-_-__......_.._.... __._._(Table 12)........_.__.._... Lateral......__....__.w.._..._..-_.__.(Table 12)____-_-.-__---_--_..__.._.-._--_L= plf {fable 12).-...........__...._...__...._._- S= ptf _� Ridge Strap CDnnaC:UDns,if collar ties not used per page 2'f... (Table 13)-- --'---T=I Zz'pif Gable Rake DADoker_._..._.........________.______.(Fgure 20) ..... . ._.0 ft 5 smaller of 2'Dr Lig Truss or Rafter Connedions at•Non-Laadbearing Walls PrDpdeb"CDnnectDrs Ir / ib• Uplift._............._-:._....._. ...(Table 14)._... ..._.-_._.._._._.- - Lateral(no.Df 16d commDn nails)_.(Table 14)....................................... =A&b. t Roof sheathing Type...___._._:_._.___._.._...._—._(per 780 CMR Chapters 5B anct 59)............ !� Roof Sheathing Thickness-___...._. _ :..._____ .._._L 2"in.-'7f1[i W5P 1✓ RoDf Sheathing Fas-tening_ .—_..:_..._........ (Tablet)_..___.....-•_-. _--__...__---__.._ _ � Notes This checddist shall be met in itsemir* excluding the specific excepfion naiad in 2, to comply With the requin nerits of 750 CMR.53D1Z1.1 Item 1.If the checklist is met in its entirety then the fbIlowing metal straps and hold downs are nDt required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 . b 2b Ga a Straps per F ure•11 - r- Upfrtt Straps per.Frgure 14 d_ Ali Straps per Figure 17 Hold Downs per Figure 1Ba and Figure 18b e- Comer Stud H •P is added to the ercent full-height shesfhing 'on:•O enin heights of fn B$shag be permitted when 59� P 9 9 up. �Pb P , requinerients shown in Tables 10 arid 11. The bottom sty P latB in exterior wags shall be a minhum 2 In.nominal thickness pressure fnafed#2 grade. Town of Barnstable Regulatory Services �►sst Thomas F.Geiler,Director 6;u. & Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 5v 5 Ti #V 0 e5 l L J►4 9'C 1-�) ,as Owner of the subject property hereby authorize f4 2`l .5 7-4-1 EST to act on my behalf, in all matters relative to work authorized by this building permit 7 (Address of Job) **Pool fences and alarms are the responsibility of the.applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ignature of Owner S pplicant Print Name Print Name Date Q:FORMS:OWNMPERMISSIONPOOL•S 62012 Town of Barnstable I Regulatory Services K AM Thomas F.Geiler,Director ;9.,9(6` Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two=year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This-lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Usen:\decollrlc\AppData\Local\Microsoft\wmdows\Temporary Internet Files\ContentOutlook\QRE6ZUBN\E ORESS.doe Revised 053012 it n Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 'W" Home Improvement Contractor Registration �_ - — --= Registration: 106925 Type: Individual Expiration: 7/28/2016 •Tr#, 253456 GARY E. STREET Gary Street 49 QUIMBY LANE PO BOX 3555 WAQUOIT, MA 02536 Update Address and return card.Mark reason for change. t' E].Address Renewal. Employment Lost Card (glee, �G6'1T7�172dIZc({eCGL��Cy�.��CLJUCGC�GCUeL - - - - - . Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ( 1OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: (� Registration 106925 . Type: Office of Consumer Affairs and Business Regulation - Expiration 7/28/2016 Individual 10 Park Plaza-Suite 5170 ' - Boston,MA 02116 , GARY E.STREET' c _ Gary Street K 49 QUIMBY LANE P6BOX5555 WA000IT, MA 02536 Undersecretary N t.: alid_without signature- UP Massachusetts -Department of Rublic Safety Board of Building Regulations and Standards Construction Supervisor y License: CS-039955 Y Gary E Street 49 Quimby Lane Waquiot MA 02531 )1 01 Expiration <. Commissioner 05/05/2016 1 e i i pit r _ i I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z9 Parcel Application # p Health Division Date Issued Conservation Division Application Fee Jv Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address / ? - 7 5 N f=4= Village 14YffNk1_S Owner --� T-- ® 2�= � Address ��__ f-t L+=_E:C R=p Telephone Permit Request 60,E-R 7°—z Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1 Cow Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Vkr' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout M-Other _SL496 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing i 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: J® Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes k9 No Fireplaces: Existing ' New Existing wood/coal stove: ❑Yes ® No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: �? 000 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ n cc t' Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use v rn - - - - - - -- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name :5=126Z-7— Telephone Number _t5'O P Address_�1.(LrNe�/ 44q^-111� License # e S _ ®3 9-5-S- !�✓/�1��OZ >',_, � O zs G Home Improvement Contractor# loG 9c;l5" irY1 i Worker's Compensation # 4 SS 9 41606 .,17,7 34-3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1-5oz N'0 �R�Of tL SIGNAT DATE A/0V J, 67of3 FOR OFFICIAL USE ONLY t APPLICATION# N DATE ISSUED F NAP/PARCEL NO. t .1 ADDRESS VILLAGE ` OWNER ` DATE OF INSPECTION: FOUNDATION; FRAME k G, • 1` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING F . DATE CLOSED OUT Y ASSOCIATION PLAN NO. r , {� The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations ' 600 Washington Street Boston;IVA 02111 ` www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: 6�i &9GL,�mAW City/State/Zip: B ZS3G Phone#: -V.C>F Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 ❑New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp. insurance comp. insurance.# required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees,[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company_Name: 4eAj4 411/a 4A2X-E_'5: Policy#or Self-ins.Lic.#: 4:269S V 7Z—3--13— Expiration Date: Job Site Address: J7 -�E�� r✓2 /. t3� City/State/Zip:_ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under pains and enalties of ury that the information provided above is true and correct Si c Date: AA9 V Phone#: — Official use o y. Do not write in this area;to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursdmtto 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 All in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple'pennit/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 G2111 Tel.#617-727-4900 ext 4©6 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 _ www.mass.gov/dia Town of Barnstable o _ Regulatory Services MASS �, Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,fiyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax; 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 2 12"N as Owner of the subject property l P Ply h44- Lb authorize to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ignature of Own et S- e o A licant Print Name Print Name X/ Date Q:F0R-W:0WMMPERMMS'IO2P00IS 0012 �z Town of Barnstable Reg-Watory Services F r 7 Thomas F.Geiler,Director r ReRNRPA_�,R ' ARS Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.tDwn.barnstable.ma.us Office: 508-862-4038 Fax:•508-790-6230 HOMEOWNER LICENSE EXEMPTION ` Please Print t DATE: ' JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAII NG ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellinEs of six twits or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. # DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section log.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimnm inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner ti Approval of Building Official Note: Thee-faily dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction ControL , HOMEOWNER'S FxFMp'uTON The Code states that fury homeowner perforamigwork for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board carmot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many cormnrmities require,as part of the permit application, that the homeowner certify that hdsbe 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/catification for use in your community. Q:forms:homeexempt _ Massachusetts -Department of public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-039955 V t rs GARY E STRE,E�T _ 49 Qtill"y1AN% WaquoitlV��02536 I Commissioner Expiration C�1�e ipanvz�io�vu�a�l;o�C>��aJa4�k'4 Office of Consumer Affairs,�c Busy e�s`'E?eutehi. EMENT CONTRACT OME IMP�tOV OR, TYpr?. Y e9istratton i1�6925 i xpiratiop �/�8�2014 Ittdividufil ? GARY E.STREET ` r Gary Street _` j 49 QUIMBY LANE PO x WAQUOIT,MA 02536 undersecretary ,. 1 0 I n 3 n N :-0 a c . U) , 0M IT, a) 0 . W a o.o. m ..y - _ ,. ' .. :;... ,:w,c•-.cam:=_:�_.: ;._ _; License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 t . • E' -� �`� Vi(without ature � f itt NOVEMBER 21, 2013 TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS MA 02601 RE: 17 JENNIFER LANE, HYANNIS, MA 02601 DEAR SIR/MADAM ; PLEASE BE ADVISED THAT MY INTENT AS THE OWNER OF THE PROPERTY NAMELY,JUSTINO REIS, IS TO RESTORE 17 JENNIFER LANE, HYANNIS, MA 02601 TO A SINGLE FAMILY DWELLING 17 A . THE ACCESSORY STRUCTURE 17 B WILL BE RESTORED TO COLD STORAGE USE. IN THE FUTURE AS THE OWNER I WOULD LIKE TO APPLY FOR AN ACCESSORY APARTMENT FOR THE BACK BUILDING HABELED 17 B . THANKYOU . jJut6L- 9,�STINO SILVA REIS OWNER s I I+'a' (STING— ' PNALT ROOFING] Q ECK , ..........i HE __ dKB BROS.� _ — � I ___ EXISTING WALLS _ _9 1I Exis P.Ixsnx,- �' — NEW WALLS ExIsnNG B TT ExlsnNG CNR BRDS. —1/Dt6 91DING� E%I9TMG - KITCHEN/ 0. BEDROOh FRONT ELEVATION Q Ex19TING LNING EX-NG BEDR0019 E%19nNG WdLT ROOF,,,- — 2+'4' — -- — EXISTING FLOOR PLAN Dr9Ax4 ExI6nNG � NR.BRDS. { O SNMGLE9 4 d k Tsa REAR ELEVATION -- - -- —— -"'DECK AREA— 9 SMOKE DETECT RS REVIEWED. A NdLT ROOFNG:. — _tea. GVAee v w P. IXp/�� J. 0 6066 SLIDER. EXI9T. fGi dKE BRDS. \ .-..---. ' I I TP�.Ixsj�n,xJ+. roeNMG� � •9 ; Ug O•'o ..M .......Dd..RM..EM.d.G.;.III .t-.9.. BARNSTABLE BUILDING EPT PATE 5Z'-{EA } KFIRE DEPARTMENT. DATE X ..-1�u-1I .y:d: a BOTH^rA(gTURES ARE REQUIRED FOR PERITING AREA „ , ,E%-rI1amI�9'-T10oN4Go;': "..Y._. 414 .- 'P LEFT ELEVATION ° Ex EN9IDN 9. 4 �A9PNALT ROOF - \ �1? 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SHEAR WALL LEFT ELEVATION EAv SILL• EAv •I EAVE DETAILS SILL DETAILS EAVE DETAILS BUILDER JOB ADDRESS DESIGN „.q-•;,•=.��®� DATE REvIdON DRd BT ppGE JU5TINO.RESIDENCE RENOVATE EXISTING HOME 11 JENN*ER LANE 10_Ir�.•13 JB .�oF� —�`4. ✓B Des�gns HYANNIS.MA. :°I N ...pro.F,ro,�....v�... � •L ...PK., �.�m..e,..ae..m�.ee...�. .ry ..e.nA.e isoe�ts,-sssr dWC GUIDE 10 WOCD CONSTRUCTION IN NIGH WIND dREA9 110 nPN WIND ZONE ®CHECK )/j/o �mX�OSUR 'a //// //D/J]\// ZO/^\// MA55ACHUSETTS CHECKLIST FOR COMPLIANCE(150 CMR 5301.2.1.11 CAnP0ua — U////U// v O /4)-%J) (�//\\U////G�// (�//\`U//1.1 SCOPE ulx0 FxP06w6 urYdORr------------------------------------------- ..-----..a I.1 APPLICABILITY ]une0a w eiORlm..Row W.Kx sxc®.e d a%aPE e«.0 eE tor-a�oB+m.1_aiORIEa t]etcRlm_aL_ JOINT DESCRIPTION ROOFMa............................:............. .-..-....-_----•--.-.-.._......-...-- way wx...e nE..Row«Ela«r...................................F+6L_....._._.-.....-.--.-..--_---.--_--_JLR<v'_1L elalax0 WOtx,a...................................mO Y.............-..--_..--_...._.-----._Jb_w a NY_,L ROOF FRAMING aLLD:rn.Fx�.MI.............:...................mOv....-.-.--.-.-......-...-.._.........ldnladl gLECM ro eY.Fns noe�uitID, rm >na c.ac«[w euan:rm Ae .T R.no nJulJ.......................ma u...-...._-.........-_..__--......--_-J.f9_ Rw eoYm io R.frcR mo«.uv, sue s+ae uc«Ew xowxx«ecxrwr.uEsr OFENINO'.................PGa...--._-.._...--.---.------------ wlLL1 FRAMING 1.3 FRAMING CONNECTIONS roP ra..n.r dreRnerlw]n.ce-wi.m, t.w- sue .r.owra ee„lRx mrmwNce wrx muuN6 coxxecrnrB.--.rt.. ...............................................�L elw rof>b n,ce+unm, :m >.•oc. 1-1 FOUNDATION - OORrFRdc n�inwn� ce.csa,,'Ten,.w«RY.............................................................................. _�L rtos«.e - 1.1 ANCHORAGE TO F NDATIOW` .eo crw a.o.I _ '•.� TrP.Tn••va',w ._. eiRvcn PAxste ero•4•c«oR Bare memom oR e,e'PrsoPRIeTARr n—-.x 1 b.N v_rmwrnE d wuusrz oxtr \ "• _ eareP4uxoesxeeu ..-...-...,rt.eLe.J................................... 14_IN�L \ .. ••• -: .................... .--..--.-...-...-____-_........-_7-d.,Y�L t ROOP BNEAT.ING r Bai eP.edG ma't pDJJOM w FT-.iC -. eaT etemMEMLa+c 7.. - eoliOmmrG`rt._---IRr -.rt�O..... ............................�_d.,m•�L I rTP.E�e wm>P.cdG ---• --- Purl weNm...................................anal._-.._----...............-....-..---..)]'x]lV.•_•/ � '•.roe nOnfiw•a'O.C., �•� ' 3.1 FLOOR9 - , I' �� a xe+.u+e a na msc,•P ROOF m.nl.o nEr2w spew.................. 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Io.D ee.Rdo oPe.xoe rrscorm uRcmr weN.e ear c•¢cK.0 oPE,.dee FOR conpu..ce ro r.•te u r¢saod x..e.................................nAeua,--.._.._......_._-......-.._.�Ir1 lx.art_.L_ _ MAXIMUM WALL STUD HEIGHT,STUD SPACING, R°.«el•ur erme nn.p ewm...............rtbu 1'"'-"-'------""---------'--'--'-"j- NON.o.o eaFARl.n W.LL wexdGe.RemRo L.R6e.r oPEa.xG a4acK.LL oPex.n..q.�rP.,.Nce ro r•.• ram.ofR..Ym.................................rt.n]ea,........-.---....._..........�.J•r.alN<v� RAFTER CONNECTION AND WALL SHEATHING °^n eu Purz N•.Ne ..............n.uv a,......'.........-........... a,._..-_-----.......-.......-'- .•m e«!.R eIHAr.Neo,eL+eJatvlw W.LL e.e.n,d6 ro ReH.r aLPr «eAom eP.x He.oel. «stew w u1E1,,i WdooW e!L wrz nlxl,lt•e.od6 grm,alox,.W, ,rt, ReL.xel6xi '�'^ xomu wWa.r w r.uear orexd•i........................................................ ra•�L � arse erne n-e., nn, mae wo.aP.cnn...-_......_................rtAxr.nw+xors.wtex,.-_-.-......._..... 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Nyce ....................... �L SEE PK•E 3 OF 4 1- 594 WeyR OONaGIIw rxa.OF I•e connoN )rt.w.a n.....--.- - - _ - .'e PERYr].r w1+.EWrt e•m.txd0 rtAeu lu 1 q' 3•fXD 1 1]e9 660 ••.-.•••. '�••AT. •�.••:.•••:, � ev e e•.Darn•I.L e«l.rwxo fw,a.LL Wrx onB.e.c>••s•IOEAmN co«cwte........................... 1 u' 4m xl ♦ Isu ns •. '.. :•..• »kv.•rurz u.e«u,,,%• .sore Ww................................................................................. TABLE S. WALL OPENINGS-HEADERS " Roo.R..n.xG ne.lew ePYn e.leKml R..rER,Inl.We w.x loa eE!e9Ra WEedrzJ IN LOADBEARING WALLS °''.'"'.'"•.'"'.'0':..'0: °y..'0` Roof oYmx.«e........:..........................nwwe ............. ravaa a.Rurw ea.�rn.e.t ao.caeARon.wua e�..e,.e•.e..°.. PRaPner.RY coxra�croR• Narzs.ueKuar w.0 ee ner d I»ENrlRerr.exumda r.¢ePeewc acvruw xolm d].ro mrvLY Wt«rxe e..°..e.. apart......................................rt4eae rli.........-'"-_..-.-_-.....-...-......u13(a•W 1_ Reo.WBte«rs w Teo erve mouu Irv.I.R rNe c.ECKLmr m nar d na E.F.ReIY r.e.r«e wuewda r.lr•.�arwPe •: •:•': •': •': •': •: •: .................................... .-:........................ r �L ev�a. r rR�n waem re.nre Ww.�n rP«cute: Rn6v•+RY+cow.erncT.•,•ceu.. m xor weo Pa rt.mae.. .....-. �. A.eLe RYce gntcacw......................... mnne fo,.-.........._..O_n e.0 o _.L_ a uPLmr a PER na.IRe N . uwao.oevRlxo u.aay .................................uypyn._�L rR PeRnITtx W 1 ee n.m®ro rue PEncwr RIu..Els«r aMB.i10n ��..............oRe e,ra+NYn enc«oLo Oo..w Pw wu+!w Axo fnue! Ron roure.rxdonP ............................... ...n.eEe w..- ].mrcanw:ePala«nan w rO s rt.ewLL rarnox w¢y,..-_......rtJ•.e HJ.......................................11un.1 ReaRln.ere e«Ow d ue.w a A.O n. ................rPBe,•yo cl.e m.00 Arm.a.00,.....-.-...--..---._ _,�. ].,•e eo,ron].,,Pu.e d exieanR W.LLA.x.LL e..nPWeet Y IN Not—txnx.•9e PRmN tRe.tm o�R.ofl - STUDS AND HEADER Row e•c.n,dn rxKKxex...................................................'-----......�I--,w•mP�L .mat t...,a.•n I..,m.oc.rlw w W.�..«e.,«dn.xe a xa..PECT R.m.oeroeN«E PERCENT R.A..EaIn Row efe.wxo f..roldo......................... .----'----"--- -L .«.Y,.xo..o wa aP.cda REav,.asNl.. AROUND WALL OPENIN BUILDER .ILO RESIDENCE EXISTING ^ rt�, �/� /�O�®ti p] DdTE REVISION DRdB BY p�GE JUSTINO RESIDENCE RENOVATE EXISTING HOME 10-15-13 • JB •-4-OP-A ,,..,,.o. ✓B DBslgns 11 JENNIFER LANE s ' HYANNIS,MA. o)n.wn. aR.w.. W,.•.>..e...a... •..oM. ...4.,�ace.r.<„o..,f.x.c..:e.,er. ..,.,�. .W..ad,e.„ isoe��s4-Essr f da, fd November 21, 2013 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 RE: 17 Jennifer Lane, Hyannis,MA 02601 Dear Sir/Madam: Please be advised that the intent of the owner of the property namely, Justino Reis, is to restore17 Jennifer Lane, Hyannis, MA 02601 to a single family dwelling. In the future the owner would like to apply for an accessory apartment for the back building. Thank you. et on ctor :y :f Bk 26380 P:921F 030740 . 06-01-2012 a OF= 37a r� w w MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY,RE6ISTRY'OF DEEDS xo c c Date: 06-01-2012 a 09:37am Gt 14: .239. DacT:_ 30740 QUITCLAIM DEED Fee: $362.52 Cons:.$106►0.00:00 U)CA M U D OLD '0*& x w QN w rc C0 N ~~�'' I/WE GREAT,OAK REALTY PARTNERS LIMITED PARTNERSHIP,A =no CE O N MASSACHUSETTS LIMITED LIABILITY PARTNERSHIP,with a mailing v cs 1 ry w1..i c ``: address of 34 Great Oak Road,Orleans,MA 02653 J J 1 CT 110 aW^OM 00 For Consideration of ONE HUNDRED SIX THOUSAND AND NO/100 ($106,000.00) PAID a Go sa U LL. Grant to JUSTINO S.REIS,of 16 Archie Road,West Yarmouth,MA 02673 With Quitclaim Covenants: That certain parcel of land with the buildings thereon situated in Barnstable(Hyannis), County of Barnstable, Commonwealth of Massachusetts,being shown on.a plan entitled "Plan of land in Hyannis, Mass,for Moses A. Grace"dated July 1954 by Gerald Mercer which plan is filed with the Barnstable Registry of Deeds in Plan Book 116,Page 55. and' . bounded and described as follows: NORTHWESTERLY: by"40' Way"as shown on said plan,one hundred six and 19/100(106.19)feet; NORTHEASTERLY: by land now or formerly of Moses A. Grace as shown on... . said plan,one hundred thirty-nine and 41/100(139AI) feet;. SOUTHWESTERLY: by land now or formerly of Myra Cory Brown as shown on said plan,one hundred and 00/100(100.00).feet; and SOUTHEASTERLY: by land now or formerly of Moses A. Grace as shown on said plan, one hundred seventy-five and 14/100(175.14) feet. Together with the right of way in common with all others entitled thereto over the 40' way as shown on said plan. For Title see Deed recorded with the Barnstable County registry of Deeds in Book 24715, Page 104. Property Address=17;Jennifer Lane,Hyannis,MA.0260___l�n . 3 G f - G'k 26380 P:s 219 �30740 . 06-01-2012 rag=37a. w MASSACHUSETTS STATE EXCISE TAX w�Z BARNSTABLE COUNTY REGISTRY'OF DEEDS Xo c c+ Dates 06-01-2012 8... 49:37am.C. , CtiT: .239. Doc: ':30744 . ~� •• Fee: $362.52 Cons:'.$106r444.44 W W M`;o QUITCLAIM DEED U V' O�G IA X Uj we ea to ►�-ram-ri o z z I/WE GREAT OAK REALTY PARTNERS LIMITED PARTNERSHIP;A CD p ra r, MASSACHUSETTS LIMITED LIABILITY PARTNERSHIP,with a mailing ww r' address of 34 Great Oak Road,Orleans,MA 02653 1 0%1c coca'a M oa ¢¢o ra r4 ,1zN�•• ••"' For Consideration of ONE HUNDRED SIX THOUSAND AND NO1100 ($106,000.00) , a-TC4.000 a PAID ca W CS u W . Grant to JUSTINO S.REIS,of 16 Archie Road,West Yarmouth,MA 02673 With Quitclaim Covenants: That certain parcel of land with the buildings thereon situated in Barnstable(Hyannis), County of Barnstable,Commonwealth of Massachusetts,being shown on.a plan entitled "Plan of land in Hyannis,Mass,for Moses A. Grace"dated July 1954 by Gerald Mercer which plan is filed with the Barnstable Registry of Deeds in Plan Book 116, Page 55 and bounded and described as follows: NORTHWESTERLY: by"40' Way"as shown on said plan,one hundred six and 19/100(106.19)feet; NORTHEASTERLY: by land now or formerly of Moses A. Grace as shown on. . . said plan,one hundred thirty-nine and 41/100(139.41) feet;. SOUTHWESTERLY: by land now or formerly of Myra Cory Brown as shown on said plan,one hundred and 00/100(100.00).feet; and SOUTHEASTERLY: by land now or formerly of Moses A. Grace as shown on said plan, one hundred seventy-five and 14/100(175.14) feet. Together with the right of way in common with all others entitled thereto over the 40' way as shown on said plan. For Title see Deed recorded with the Barnstable County registry of Deeds in Book 2471.5, Page 104. Property Address: 17 Jennifer Lane,Hyannis,MA 02601' 3 -= Bk 26380 Pg 220 #30740 Witness our hands and seals this day of 2012 Timothy aVro;-In4, anager COMMONWEALTH OF MASSACHUSETTS . Dukes County,ss On this 3 day of AAUUV 2012 before me the undersigned Notary Public, Personallyappeared TIMOT W Pp ALDRON,MANAGER OF THE GREAT.OAKS REALTY LIMITED PARTNERSHIP as aforesaid,proved to me.through satisfactory evidence of identification,which was &s• (e to be the person whose name is signed on the preceding or attached document,and acknowledges to me that he signed it voluntarily for its stated purpose. Notary Public. My Commission Expires: Q�O.�;EXPfRF•�/ 1 20LLJ /�~N �;yWeAL7NaF�C•JOv - '��''., NOTARY Q�`o•` . Bk 26380 Pg 221 #30740 ✓ya"aAa e &0,9 Y,Y William Francis Cyalvin Secretary of the Commonwealth May 24,2012 To Whom it May Concern: I hereby certify that according to the records in this office,a Certificate of Formation of Limited Partnership was filed in this office by GREAT OAK REALTY PARTNERS LIMITED PARTNERSHIP in accordance with the provisions of Massachusetts General Laws,Chapter 109,on October 14, 2009. I further certify that said Limited Partnership has filed all annual reports due and paid all fees with respect to such reports;that said Limited Partnership has not filed a Certificate of Cancellation;that said Limited Partnership has not been administratively dissolved;and that, so . far as appears of record, said Limited Partnership has legal existence and is in good standing with this office. I also certify that the names of the General Partners as listed in the most recent filings are as follows: GREAT OAK REALTY,LLC 34 GREAT OAK ROAD ORLEANS,MA 02653 In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date fast above written. Secretary of the Commonwealth Processed By:nem c^a BARNSTABLE REGISTRY 01 "DEEDS Vision Government Solutions Page 1 of 3 16 ARCHIE RD 4 Location 16 ARCHIE RD Assessment $149,100 Mblu 39/ 173/// PID 4060 Acct# 0411100 Building Count 1 Owner SCANGAS, ANGELO G Current Value Assessment Valuation Year Building Extra Features Outbuildings Improvements Land Tot-_ al - --- .._... ------- - ----- --._....._-------_. ... _.._..._.. 2013 $69,600 $0 i $0 $69,600 $79,500 $149,100 ---- ----......._......-----....------.._._..._......._....._._..---- --- Owner of Record ........... _ . ... ......... Owner SCANGAS,ANGELO G Sale Price $0 Co-Owner SCANGAS STEPHANIE A Book&Page 7706/30 Address 18 JOHN RD Sale Date 10/07/1991 PEABODY, MA 01960-5118 Ownership History i Ownership History T Owner Sale Price Book&Page Sale Date i SCANGAS,ANGELO G $76,000 10/07/1991 Building Information Building 1 : Section 1 Year Built: 1953 Building Photo Living Area: 696 Replacement Cost: $99,373 { r Building Percent 70 Good: Replacement Cost Less Depreciation: $69,600 Building Attributes -- ._........__ Field Description... ................................. . _.. ...._.._ _ Style Ranch Model Residential Grade: Average ter% Stories: 1 Story , Occupancy 1 (http://gis.vgsi.com/photos/YarmouthMAPhotos//\00\01 \05/12.Jpg) Exterior Wall 1 Wood Shingle Building Layout Exterior Wall 2 Roof Structure: Gable/Hip http://gis.vgsi.com/yarmouthma/Parcel.aspx?Pid=4060 11/20/2013 n m � *zj 0 J-n sC�e n zu- on- �- .. _. 1 � R r � / ' '� 1 1 � y ' � ` j, ` ` 1 i J _. � � * _. 1, a � .. � r �' � � t F � l 1 ! r . _ �_ l � �- � � � �' � �` o � �� c;�.� f r `7 v , . � . 4 � k Date Other Expenses Description Total mileage and other expenses-this page By our signatures,we hereby certify that the reimbursements claimed here properly authorized to make these expenditures,and that the claims,descrip respects. ClaimanVEmployee Signature If more than one page,sign final page and initial and date the other pages Supervisor's Signature a If more than one page,sign final page and initial and date the other pages CAcact Vision Government Solutions Page 2 of 3 Roof Cover Asph/F GIs/Cmp " Interior Wall 1 Drywall/Sheet Interior Wall 2 _- Interior Flr 1 Inlaid Sht Gds Interior Flr 2 Heat Fuel GasWie ' ' Heat Type: Hot Water AC Type: None wo 4, � Total Bedrooms: 2 Bedrooms Total Bthrms: 1 j Building Sub-Areas Legend Total Half Baths: 0 Gross Total Xtra Fixtrs: � Code -Description Living i Area Area --- Total Rooms: — -- � BAS First Floor (696 696 Bath Style: Old Style I PTO Patio 120 0 Kitchen Style: Old Style UBM Basement,Unfinished 696 0 �1512 696 -.`-_l_—.-- -------�_. ...__ _..L-__� Extra Features Extra Features Legend i No Data for Extra Features i Land Land Use Land Line Valuation Use Code 1010� _ —� � �~�----� Size(Acres) 0.27 Description SINGLE FAM MDL-01 Frontage 0 Zone Depth 0 Neighborhood 0045 Assessed Value $79,500 Alt Land Appr No Category Outbuildings Outbuildings — Legend No Data for Outbuildings I i Valuation History --._......_._.. ..._....------ — ------- Assessment — — _.... ------------- Valuation Year Building Extra Features Outbuildings Improvements Land Total ............................................ 2013 $68,100 i $0 $0 $68,100 $83,900 $152,000 1 2012 $71,700 i $0 $0 $71,700 $91,500 j $163,200 2011 $70,300 $0 i $0 $70,300 $97,100 $167,400 i http://gis.vgsi.com/yarmouthma/Parcel.aspx?Pid=4060 11/20/2013 i Inspection Report — Building Department Date Address Referred By Reported to Site with Purpose of Inspection "— n_ /,l iye �'��v� ow��►-c%� c-c� �✓-1P/�i� �r _Observations & Notes ,�,�,� (nIV). oOCY\i T i n I of"7q &,�o ) 9�m L,(e) + a- ID be-, -e li) Mtn (100,Sl e� �� f QS ��`�S I . ,, b � � N IVfLS Page 1 of 3 Listing Summary Listing #2034441 17 Jennifer Ln, Hyannis, MA 02601 Withdrawn (10/28/03) DOM/CDOM:34/34 $269,000 (LP) Beds: 2 Baths: 1 (1 0) (FH) Sq Ft: 1201 Lot Sz: 0.360ac Town: Barn Yr: 1974 Remarks ` Two Houses With Two Separate Septics. ;Picture Report Listing Violation Each Has Two Bedrooms,Onebath, Kitchen/Dining Area. On Dead End Road. Quiet Location Just Off Pitchers Way South Of 28. Building Need Work But Have Been And One Is Occupied Presently. Ideal Investment Property Or x Live In One And Rent The Other. One Driveway Lead To Both Houses. Must , See . , v � A= a� ( t G see Map Agent Margaret E Gibson 't-I (ID: 0009)Work:508-362-5505 Cellular:508-364-5164 Home:508-362-3009 Office Bay Harbor Realty_(ID:BAYH)Phone:508-362-5505,FAX:508-362-7072 Property Type Single Family Property Subtype(s) Single Family Status Withdrawn(10/28/03) Town Barnstable Commission Sub Agent Comm. Buyer Agent Comm. Dual Agent Comm. Dual Var Comm 2.5% 2% 2% No Facilitator Comm 0.00 Listing Type Excl. Right to Sell Owner Name Pearson, Elizabeth County Barnstable Tax ID 126 Subdivision Other Beds 2 Baths (FH) 1 (1 0) Approx Square Feet 1201 Lot Sq Ft(approx) 15681 Lot Acres(approx) 0.360 Year Built 1974 Listing Date 09/24/03 All Office Remarks Excellent Value For The Investor.Two Homes Each With Separate Septic.Total Investment Or Live In One Need Some Work But Located South Of 28 Just Off Pitchers Way. Nice Homes In The Area. Directions to Property Pitchers Way South Of 28.Jennifer Is The Second Left. Look For Sign With Arrow. Listing Page Showing Instructions Tenant,Appointment Only General Page Zoning Residential Year Built Desc. Actual Total Rooms 4 Total Levels 1.0 Basement Baths 0.0 Level 1 Baths 1.0 Level 2 Baths 0.0 http://ceimis.rapmis.com/scripts/mgrqispi.dll?APPNAME=Capecod&PRGNAME=MLSPr... 3/12/2009 i 1V1LS Page 2 of 3 Level 3 Baths 0.0 Basement Yes Basement Description Partial, Bulkhead Access Foundation Concrete Foundation Width 28 Foundation Depth 28 Fndation Wing Width 0 Fndation Wing Depth 0 Irregular No Road Frontage 100 Lot Depth 140 Lot Width 0 Topography/Lot Desc. Wooded, Level,Cleared Association No Membership Required No Annual Assoc.Fee $0 Assoc.Fee Year 0 Garage No #of Cars #0 Year Round Yes Separate Living Qtrs Yes Sep Living Qtrs Desc Detached Waterfront No Water View No Convenient To Shopping,School,Medical Facility Miles to Beach 2 Plus Beach/Lake/Pond Craigville Beach Water Access Beach Beach Description Ocean Beach Ownership Public Street Description Public,Dead End St Interior Page Fireplace No Number of Fireplaces #0 Master Bedroom OxO Level:First Floor Mstr Bdrm Features Closet Bedroom#2 OxO Level: First Floor Bedroom#2 Features Closet Bedroom#4 OxO Level: Foyer OxO Level: Laundry Room OxO Level: Living/Dining Combo Unknown Living Room OxO Level: First Floor Living Room Features Wood Floor Dining Room OxO Level:First Floor Dining Room Features Wood Floor Kitchen/Dining Combo Yes Kitchen OxO Level:First Floor Kitchen Features Built-ins,Vinyl Floor Family Room OxO Level: Other Room 1 OxO Level: Other Room 2 OxO Level: Other Room 3 OxO Level: Appliances Refrigerator,Range-Gas,TV Antenna Floors Wood,Vinyl Exterior Style Ranch Pool No Dock No Exterior Features Deck Roof Description Pitched,Asphalt Siding Description Shingle Mechanical Heating/Cooling Propane Gas,Oil, Hot Air Water/Sewer/Utility Town Water,Telephone,Private Sewerage,Gas,Electricity,Cable Hot WaterlWater Heat Oil http://ccimis.rapmis.com/scripts/mgrgispi.dll?APPNAME=Capecod&PRGNAME=MLSPr... 3/12/2009 MLS Page 3 of 3 Legal/Tax Annual Tax $1576 Tax Year 2003 Land Assessments $102300 Improvement Asmt $93100 Other Assessments $0 Total Assessments $195400 Annual Betterment $0.00 Unpaid Betterment $0.00 To Be Assessed No Special Asmt Pending No Mass Use Code 109-Mutt Houses on P Title Reference-Book 1765 Title Reference-Page 187 Land Court Cert# 0 Underground Fuel Tnk Unknown Lead Paint Unknown Asbestos Unknown Flood Zone Not In Flood Zone Information has not been verified,is not guaranteed,and is subject to change.Copyright 2009 Cape Cod&Islands Multiple Listing Service, Inc.All rights reserved Copyright©2009 Rapattoni Corporation.All rights reserved. Generated:3/12/09 12:05pm FIGWERIH.0 http://ccimis.rapmis.com/scripts/mgrgispi.dll?APPNAME=Capecod&PRGNAME=MLSPr... 3/12/2009 Parcel Detail Page 1 of 3 1 F IARNSTAIILL It a x , _...__ meµ. ,�mir�'"_ �• Logged In As: Parcel Detail _ Monday,April 2 2012 Parcel Lookup Parcel Info Parcel ID '270-126 I Developeer LOT 2 Lo Location 17 JENNIFER LANE I Pri Frontage ri00 Sec Sec Road Frontage Village :HYANNIS I Fire District HYANNIS Town sewer exists at this address INo I Road Index 1897 Asbuilt Septic Scan: Interactive Maps - 270126 2 .' M" ak Owner Info Owner I GREAT OAK REALTY PARTNERS LP I Co-ownerN � I Streets 134 GREAT OAK ROAD I street2 — .I City[ORLEANS I State MA_ zip,0 5 Country - Land Info _ Acres 0.36 I use IMulti Hses MDL-01 I zoning JR13 Ivghbd010 �� Topography Level I Road Paved Utilities Septic,Gas,Public Water I Location lRear Location I - Construction Info Building 1 of 2 Year Roof Ext __-.-.. .. Built 19,74 Struct Gable/Hip Wall Wood Shingle Living Roof AC 486 I �Asph/F GIs/Cmp I None Area Cover Type Style Ranch I wan Drywall I Roomnt s FBedrooms Residential ) Int Car p et —I - Bath -F-u_lModel Floor Roomsl . " I "` __ .��• - Grade Average Minus I Type Heat Hot Air_ I Rooms Total 4 Rooms I ' ,. Heat Found- I $ Stories 1 Story Fuel Gas _� ation roured Conc. Gross 620 Area Building 2 of 2 Year 1900 � I Roof Gable/Hip Ext[Wood Shin le Built Struct Wall r g http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=20131 4/2/2012 8�70K.L76rJ PAGE 187 a3'�J8a3 I, JERRY WALTON, of Barnstable (Hyannis), Barnstable County,Massachusetts, t being unmarried,for the full consideration of Fourteen Thousand Nine und00a p 00) Dollars grant to ELIZABETH PEARSON of 115 Mill Street, Belmont, Middlesex,County, Massachusetts with qutt juhn rpuenauW the land is Barnstable (Hyannis), Barnstable County, Massachusetts, and being shown on a plan entitled "Plan of Land in Hyannis, Mass. for Moses A. Grace" dated July 1954 by Gerald A. Mercer, which plan is duly recorded bein bounded Barnstable describedRegistry as follows: 1n Plan Book 116, Page 55�and g ` NORTHWESTERLY by "401 way", as shown on said plan, one hundred six and 19/100 (106.19) feet; NORTHEASTERLY by land now or formerly of Moses A. Grace, as shown on said plant one hundred thirty-nine and 41/100 (139.41) feet; SOUTHEASTERLY by land shownnow or on saidormerly of plans one huundred Cory andr00/1 s 00 (100.00) feet; and SOVBESTERLY by land now or formerly of Moses A. Grace, as shown on said plan one hundred seventy-five a and 14/100 (175.141 feet. d ;= Together with a right of way in common with all others entitled thereto over the 401 way as shown on said plan. 9 For my title, see deed from Harold H. Williams, Trustee, dated August 2, 19972 and recorded with Barnstable County Registry of Deeds in Book 1698, Page 281. v. COMMON EALTH OF MASSA/CHUSETTS - - � l NO 017z= _: 34. 20 �, P.B.11037 Executed as a sealed instrument this "fe day of Ile mtn<>atotwndtk�� Barnstable, ss. Cec. 3p 1972— Then personally appeared the above named Jerry Walton and acknowledged the foregoing instrument to he his free act d deed, Helen S.Noose Notary Public .117t NOTARY PUBLIC RECORDEDNOV O �9�2 My commission effli%MMISSION EXPIRES OCTOBER It,ltu% a 100 004 40 p :— .,�/�.IP Sk° /lloses A. Grote � � iw h I p� Aloses A. Grooc WE.THE ! NDERSN'lNEt) OF $1 RVE , i API�ROVE T1.3IS PLAN ANo t]i t;:'t`IF\` -mAT 1 4 Q6,MP41Z$ VVI 1 f.•I ALL <\VKIQNA Lk t.A V �5 33°5830h� '. ,933°58 30'`✓ ANE)JtEGULATIONS, I f t�OAR OF VE$UfiY.i'.ttiLtt+ .....ara Cow Brorvn I TOWN Q `sAR,48TABL `... . .� ..... ........... of .GA/Ya DATBR4X.. 6j/,S,�lf"¢•....,.. //v/�/�//�/ iiCY' ��J �j �j h/ / ice// // //✓, , /!�/�✓✓. / Fo.e n V.VScq.c� / ;Go' JucY /95.Q .1.;:��$lc;;`!`;1i;iY .• Ju' nS h��i CcR.VL o .Q. iL/G eCde L NGb. W�dY ygfiHfo,�Y.t; il/oSs. i /Yoke The /anal ah0sv'7 hereois is a revision of a �oor�ion o� l/ie /and 05 shown on a P/an recorded a/ fhe Ba,-.vS1a6/e 2e9/spry of Deeo/s in P/an 000.lec69 .oa9e 9, i Town of Barnstable Geographic Information System May 4, 2012 270121 �� `+• �: _,rp> �r '1v C °. 2#70220 :b rx #32 r e f 270124 dif a � k i i y 2 270119 2701 #s9e ,�. s �' r 25 #27 ILA.i c^ ° 270120 #15 i - ti• +. ,'ice .r ^Co- .�.$t.' � y �'� •b � �` - c_ }`•'' r° ` ,� ,?r,,+ � ;g sue: „ ..4�. � @ �9 - 1 7012 Sx vqq ,(�+ . 21 129 A All; a � N - g� i k it . t��\ L!•� .,..�4�d`�.. sue, �j ` y ��"p _ s�. � c ! lit • f i 4ln ,,� - '�"f o 4 n 0, .). .e !4 t °J .4 �� 't• R• n Y°�` p'` 11 r• 1Y c14 e a 's1 � •"i"�r� !�' ,�./��,t �1- t •� -A. � ^F. .A" i jam`' �y�:' r '.,;y�}^.. ,�.3•7§'�F t 1 L r 270 0e , k r # q DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:270 Parcel:126 ./p boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:GREAT OAK REALTY PARTNERS Total Assessed Value:$159300 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map W are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.36 acres' Abutters - boundaries and do not represent accurate relationships to physical features on the map Location:17 JENNIFER LANE f a such as building locations. Buffer r+`/rr.+'f I !,^ Aerial Photos Taken April 19,2008 Town of Barnstable Page 1 of 1 <<Back Building Style Ranch Interior FloorsCarpet Model Residential Interior Walls Drywall Grade Average Minus Heat Fuel Gas �. Stories 1 Story Heat Type HotAir Exterior Walls Wood Shingle AC Type None �rdw • Roof Structure Gable/Hip Bedrooms 2 Bedrooms r; Roof Cover Asph/F GIs/Cmp Bathrooms 1 �, Full :' Replacement Cost $47369 living area t i Depreciation 15Year Built 1974 s ' Total Ro s 4 ooms Building Style Cottage Interior FloorsTypical Model Residential Interior Walls Drywall Grade Average Minus Heat Fuel Gas Stories 1 Story Heat Type Hot '> Air ^ Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 2 !* .r , Bedrooms ' Roof Cover Asph/F GIs/Cmp Bathrooms Full " st Replacement Cost $62607 living area .; Depreciation 25Year Bull 1900 Total Ro Rooms http://www.town.bamstable.ma.us/Assessing/print06.asp?mappar=270126 5/4/2012 ° IR ._, G _ •-�! P ev 41° o `�. It 2mmW02. �. �1 > d e �. 4' n�cMoL. I' g 1'� 0 ro . �.� 9,F.oh� ry e�� , a.•z-.,.. I Q�m�m � � � 'Q b Q $�� \ 3 � �Q ,'�'.� lb 9 y {� '° ,•+� 9d �►°!' Tj�S"a � o qt °I q! � - � ..� � � .<-E�' o ��p @ C e � � �� `� ft a' rl •$�' `.b�' �t I \\ g°� o. �� ba 4�. `�. � � � ��¢� � ��o r`� of � y `0 . /`b•� 1! .1g9�i',qt ` �' q,t4°y9°� 0 .�` -$,,, a _ � � ti W J.. ��'.�€.. �� e y ..1, il1�' o !} 4•° �� y2 -a�<— 5g 1 � �} 40• s � � h. g�n ,. r' .�D .��`� 4g�91� �\�y0�3°� \� � .\ /� 9�°I t!l9. o��o��`e• _Q � �'�E,E Y� . Vol 1o4�6h •� 2y��•-ac g►°14Y V°�°�° 'o .,4y • E : F y g�g.°��p n�°° I c d /: C�(5°I✓1 ,r gmoo.•`\sy \ .�,w�� .�4tE 1A �./ L/✓ y..r ��). • •o'c �7Bf6�//(S//`Pd,y/Y Nib/L :1I Z9,3 - �G IL 62 44 d" a a g A� a.' A'OFQ d AA �r 6Y, rd 4 se�o�oy y # r s n' a �a� ;� 7�� of bgkb S,ol f �'`•9, b°6'``�0�y r w.��z._ �3 � O � 11 � GI Ny a. `.�;'e �A' T 69r�4• ar �a � i dn° apw. bB Z ' z na o i oy�y �cr'6'o•igd / �'Lj.� � o eo b�r�2 rl aJ� ,` bv S� 4 vo: 1 o• Y"y. Id 4 C Tj p r T ._a '�� :0 �." oe o4. b9�l b41,�y ¢.. ��.. e kbr+'g• br' ,- �s§$. . h� m �� h` 'a •+��a y m y � G1 �' � ,o Ab //�.' _ 06' a 1 it �. J a v a �� 2 s C 4 O Z O .. 'aY4me -s '� o °6' n �` ,�+ �'�., :.° p�• e0 � l �a � R ; �' a Y � � � � 3 o ti �►' a �°�ig�o �`� F' �4 �` eb ,ys 'N� °fb A$ ay Z\l om ams. al,. °•'V� m � 4 0 � � h m a .1 q � amLL u =�. ar6' n� d d'.' 9 � `n. �. ftooao" 1. °�m.zz o d: F a 1 Z o 44 < � o u 4 y 4 e 3 A amai0y . ..: s 0.1 . m Z w 4 4 Z a zoammz;. �o ° eKr � > r Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer Custom Map Abutters Map Size ®. Zoom Out n I I ®in _ ® ra ry i�f Q ® B_7PG Map: 270 Parcel: 129 Full ,• Property rty 270220 270t21 *1 :? r lY Location: 548 PITCHER'S WAY Info A 172 p32 i�70124 - �aa36� a Owner: BARBER,GAIL H TR 2701119 ` �*� �ocation Information _ 969s ¢V� b k 270125. Map&Parcel 270129 ' Location 548 PITCHER'S WAY Acreage 1.78 acres t Current Owner Mailing Address BARBER,GAIL H TR PITCHERS WAY TRUST ' �- 270128 508 STATE ST i ,- -' s' Fir HANSON,MA 02341 ! ' ` � t -- ---------' t 270129 seas Appraised Value(FY 2012) Extra Features $0 _ Out Buildings $0 v it �f Land $90,100 Buildings $0 X. Total Appraised $90,100 Assessed Value(FY 2012) et Extra Features $0 << Out Buildings $0 r r, Land $90,100 , --'r a Buildings $0 Set Scale 1°= 71T j I wli 1989___ f1<' I MAP DISCLAIMER Total Assessed $90,100 Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.4379(Production) - http://66.2O3.95.236/arcims/appgeoapp/map.aspx?propertyID=270126&mapparback=270l... 4/13/2012 Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer FCustom Map Abutters Map Size. ® Zoom Out fi fil I I j I M■In ,te yr Ra i� §_)PG Map: 270 Parcel: 129 Full Tc r. r. Property 27o22D .. 27ot2t 1 ' Location: 548 PITCHER'S WAY Info p 172 N32 *� f$'.` 170124 a35 Owner: BARBER,GAIL H TR "r 27ona f Location Information N Sae V "" 270123 Map&Parcel 270129 j *, Location 548 PITCHER'S WAY �270120 v xrr " Acreage 1.78 acres a � a " _ a Mailing Address BARBER,GAIL H TR y PITCHERS WAY TRUST ' 270126 �. - ,�; 508 STATE ST HANSON,MA_02341 � 2aeae [A praised Value(FY 2012) e Extra Features 5 Out Buildings $0 y s + Land $90,100 Buildings $0 �\M yy . %572 Total Appraised $90'�00 Assessed Value(FY 2012) '("' '^` Extra Features 0 70210 .!Fee ., •�270126 $ ;. �, a580 Out Buildings $0 Land $90,100 Buildings $0 Set Scale 1"= 71 _ I May 1976 ?FE I MAP DISCLAIMER Total Assessed $90,100 - Copyright 2005-2010 Town of Barnstable,MA All fights reserved.Send questions or comments to GIS N^'U/ BarnstableMA v1,2.4379[Production] - i http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=270126&mapparback=2701... 4/13/2012 I Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer FCstom Map Abutters Map Size ® Zoom Out A H I I V M jIn 43.-JPG Map: 270 Parcel: 129 Full Property P rty Location: 548 PITCHER'S WAY Info 270121 ' 2p072U p32 '.270124 �+�-� Owner: BARBER,GAIL H TR 279n9 a, Location Information /596 a: y V 270125 Map&Parcel 270129 I Location 548 PITCHER'S WAY ti 270129 f�, Acreage 1.78 acres q 15 � Current Owner I�' Mailing Address BARBER,GAIL H TR i g PITCHERS WAY TRUST 1- _ 270118 _ 508 STATE ST HANSON,MA 02341 — � APPraised Value(FY 2012) Extra Features $0 Out Buildings $0 n"w , Land $90,100 Buildings $0 �7" 2asi2 * Total Appraised $90,100 a X Assessed Value(FY 2012) i,z ', 4 270128 a Extra Features $0 70219` f. t A580 j ' Out Buildings $0 Land $90,100 k ,�:•�.7 Buildings $0 Set Scale 1°=71 _ I April 2001il I MAP DISCLAIMER Total Assessed $90,100 �' Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS 00 BarnstableMA v1.2.4379[Production) on) ... 4/13/2012 Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home Help Parcel Viewer Custom Map Abutters Map Size ® Zoom Out�;� '� In )PG Map: 270 Parcel: 129 Full * Property 27o2xo x�e321 + ., Location: 548 PITCHER'S WAY Info p 172 _ 270124 , #35 Owner: BARBER,GAIL H TR 270119 '' ' Location Information j Map&Parcel 270129 Location 548 PITCHER'S WAY '270120 '' Acreage 1.78 acres s. r ;� '► Current Owner ra Mailing Address BARBER,GAIL H TR PITCHERS WAY TRUST I' r ` 270126 a 508 STATE ST HANSON,MA 02341 I'� I - 1 r ` zasae jAppraised Value(FY 2012) _ + x Extra Features $0 j ��. Out Buildings $0 * f Land $90,100w vole Buildings $0 - tti Total Appraised $90,100 ^. Assessed Value(FY 2012) j } ` Extra Features $0 � 2 ,+ t 270129 7o21a ASeo Out Buildings $0 PO AR Land $90,100 Buildings $0 Set Scale 1" = 71 _ I May 1968 i I MAP DISCLAIMER Total Assessed $90.100 CopYdght 2005.2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstabieMA v1.2.4379(Production) y http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=270126&mapparback=270l... 4/13/2012 Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help i Parcel Viewer Custom Map Abutters Map Slze ® Zoom Out ®In JPG Map: 270 Parcel: 129 Full s r R r'ir .�.,,,�._ _ Property 27DI21 � + t s:' - Location: 548 PITCHER'S WAY Info �noz2D y�2 a t'�' 27Dt2a x a 172 #� a � Owner: BARBER,GAIL H TR 270119 m , * f� „- �. location Information 459 �y 270125t. c, � s. Map&Parcel - 270129 I k ,: '" e• ` �1ry - N27 - Location 548 PITCHER'S WAY 270tYD - � ` " * Acreage 1.78 acres a m .: 6yx Ate ' i T Cuent owner � -- ; Mailing Address BARBER,GAIL H TR PITCHERS WAY TRUST I , ", ^�I i d = 508 STATE ST Vel HANSON,MA 02341 a5ae a Apaised pr Value(FY 2012) Extra Features $0 ] s ' � # � �17 �j Out Buildings $0 } �w�. tz Land $90,100 „�, -� Buildings $0 ,4 6 Y n 1 c = 270127 N572rr7 ,.. Total Appraised $90,100 i Assessed Value(FY 2012) ,. �� Extra Features 70219 Feet :£ 270128 p*. •^gyY"4 r $0 sSeD q Out Buildings $0 N a •� Land $90,100 Buildings $0 j Set Scale 1" = 71 ! I �1951-1952 I MAP DISCLAIMER Total Assessed $90.100 _I r Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.4379[Production] http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=270126&mapparback=270l... 4/13/2012 Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer Custom MapIF Abutters Map Size ® Zoom Out I I I I I j,In fi{gg 7PG Ma 270 Parcel: 129 Full �T{' ® >•R ry / Q .,�;..y+rrr. .� ® �= p' Property i701y�i ' �., �; location: - 548 PITCHER'S WAY Info 270Y10 e 27012a %25 Owner: BARBER,GAIL H TR F'. f �frif 270110a e i't i, Location Information 270125 Map&Parcel 270129 I x p27 Location 548 PITCHER'S WAY Acreage 1.78 acres 1 ' tZ Current Owner a Mailing Address BARBER,GAIL H TR ' �y 1 PITCHERS WAY TRUST 270128 508 STATE STD A17 HANSON,MA 02341 ' 7012 e Appraised Value(FY 2012) Extra Features $0 „. Out Buildings $0 k 1. Land $90,100 t Buildings $0 Total Appraised $90,100 ' p ` � 4 Assessed Value(FY 2012) /� 270128 Extra Features $0 �"1702tg ��-� a500^ Out Buildings $0 t Land $90,100 Buildings $0 F��f Set Scale 1" = 71 _ I Aprll 2008_, I MAP DISCLAIMER Total Assessed $90,100 I .. Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.4379[Production] 1 http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=270126&mapparback=270l... 4/13/2012 f Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer F Custom Map Abutters I Map size ® Zoom Out I I b I I j 11n ® yr Rr �`"1 ` - — Full ra rr +� f,,yam.. :r�- a=7PG Map: 270 Parcel: 129 Property °>F `. ' r Location: 548 PITCHER'S WAY Info 2wt 70220 t. 2gp32t Q A 17Y ^'� � s'* ,"'�'%^ � `� `f` Owner: BARBER,GAIL H TR — ] Information p 598 ¢� I z70125 e- ' Map&Parcel 270129 Location 548 PITCHER'S WAY . . ' 270120 1.78 acres A' �, s �'r Acreage N : � ti ° x ¢ e n+ ner ,'i, ` ty�.ii,t Mailing Address BARBER,GAIL H TR PITCHERS WAY TRUST ; 27012a ' ° h 508 STATE ST �.M R t7 a rJ HANSON,MA 02341 P, der h r k54a �APpraised Value(FY 2012) * _ `� Extra Features— $0-- ' Out Buildings $0 x 'x z,� -§ LandUt $90,100 . t 270tz7 Buildings $0 A572 + 1z' Total Appraised $90,100 w a rtFa rez riz �$" 1 j'I,P2 Assessed Value(FY 2012) + z7otza >" ; ' A Extra Features $0 7orte, 7 ed a5eo a � " A Fe �n Out Buildings $0 Land $90,100 y� Buildings $0 Set Scale 1"= 71 _ I 1938 1943 I MAP DISCLAIMER Total Assessed $90,100 Copyright 2005-2010 Town of Bannstable,MA All rights reserved.Send questions or comments to GIS BdrnstableMA v1.2.4379[Production] q q�3 http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=270126&mapparback=270l... 4/13/2012 r Parcel Detail Page 1 of 3 HhSS. 1 Logged In As: Parcel Detail Wednesday, April 11 2012 Parcel Lookup Parcel Info Parcel 27o 126 ( Developerr _ T 2 ID Lot .... _. — -- . -_ Prl Location 17 JENNIFER LANE I Frontagelloo Sec. ---------- ... __ - ---I Sec Road Frontage .- ... ....._........................... Fire HYANNIS Village HYANNIS District Town sewer exists at this Road — — . - _I ls 77 I address No Index Asbuilt Septic Scan: Interactive 270126_1 Ma 2701262 p Owner Info Owner(GREAT OAK°REALTY PARTNERS LP �) Co- Owner' Owner' Streetl 134 GREAT OAK ROAD I Streetl City JORLEANS _ I State MA Zip02653 Country Land Info --- ---------------------..-- Acres 10.36 _J Use(Multi Hses MDL-01 I Zoning jRB ,J Nghbd'010�4 Topography,Levei I Road Paved Utilities s�eptic,Gas,PublicWatr Location;Rear Locati _on Construction Info Building 1 of 2 Year------------------------ Roof - 1974 I 1Gable4p I Wood Shingle Built Struct Wall Living'480 I RoofjAsph/FGIs/Cmp AC'None I Area Cover Type' Style Ranch I WaII�Drywall I ROOI71Sj2Bedrooms Model;Residential I Ior Carpet Bath Floor Rooms i1 Full ' http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=20131 4/11/2012 1 Parcel Detail Page 2 of 3 -_..... . Heat Total;. —) Grade Average Minus �HotAir 4 Rooms Type Rooms' __--. - --- Heat --- ---- . Found- Stories!1 Story !Poured Conc. Fuel ation " Gross1s2o Area Building 2 of 2 Year Roof -__ __ _ Ext ------ -------- Built I19oo i Struct Gable/Hip Wall(Wood Shingle Living -- Roof -- -- AC �Ash/F GIs/Cmp � None Area Cover p Type Int;_ _ Bed > `. Style Cottage IDrywall ) 12 Bedrooms I < Wall Rooms Model Residential Int Bath,1 Full ( ATypical Floor Rooms' -- - Heat Total Grade(Average Minus I Type Hot Air Rooms'4 Rooms s Heat;--------------- Found-t Stories 1 Story Fuel ation!Gas I ,Typical — Gross Area` 612 Permit History Issue purpose Permit Amount insp Comments Date # Date Visit History Date Who Purpose 02/20/2001 00:00:00 SM Meas/Listed-Interior Access W Sales History Line Sale Owner Book/Page Sale Date Price GREAT OAK REALTY 1 07/29/2010 PARTNERS LP 24715/104 $133,000 2 05/12/2005 MCCLAIN, PATRICIA 20645/156 $0 3 11/30/1972 FEARSON, ELIZABETH 1765/187 1 $0 11 Assessment History http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=20131 4/11/2012 Parcel Detail Page 3 of 3 Save Building Land Total # Year Value XF Value OB Value Value Parcel Value 1 2012 $871 300 $0 $31 300 $681 700 $159,300 2 2011 $971100 $0 $11 300 $687 700 $167,100 3 2010 $1001 300 $0 $11 300 $1051 700 $2071 300 4 2009 $981500 $0 $600 $142,500 $241 ,600 5 2008 $105,300 $0 $600 $148,400 $254,300 7 2007 $105,300 $0 $600 $1481400 $254,300 8 2006 $114,800 $0 $600 $1507500 $265,900 9 2005 $1131400 $0 $700 $102,300 $216,400 10 2004 $91 ,400 $0 $700 $102,300 $194,400 11 2003 $747000 $0 $700 $311200 $105,900 12 2002 $741000 $0 $700 $317200 $105,900 13 2001 $731700 $0 $0 $311200 $104,900 14 2000 $56,600 $0 $0 $20,400 $77,000 15 1999 $56,600 $0 $0 $201500 $77,100 16 1998 $561600 $0 $0 $207500 $771100 17 1997 $37,800 $0 $0 $201400 $581200 18 1996 $371800 $0 $0 $201400 $581200 19 1995 $371800 $0 $0 $201400 $581200 20 1994 $411600 $0 $0 $2.4,500 $66,100 21 1993 $417600 $0 $0 $24,500 $66,100 22 1992 $47,200 $0 $0 $271200 $74,400 23 1991 $63,900 $0 $0 $44,200 $1081100 24 1990 $63,900 $0 $0 $441200 $1081100 25 1989 $631900 $0 $0 $447200 $108,100 26 1988 $387400 $0 $0 $21 ,000 $59,400 27 1987 $381400 . $0 $0 $211000 $591400 28 1986 $387400 $0 $0 $21 ,000 $591400 11 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=20131 4/11/2012 I Parcel Detail Page 2 of 3 Living 548 I Roof Asph/F GIs/Cmp I AG None. I Area 54 Cover Type -- Style Cottage Wall Drywall Bed^ Rooms Bedrooms I Int Bath s n, Model Residential _ I Floor Typical I Rooms 1 Full. _ . . Total Grade Average Minus Type Hot Air -�I Rooms 4 RoomsHeat I stories 1 Story I Fuel FGas I F ation Typical I ; Gross 612 Area • Permit History issue Date Purpose IPermit# jAmount I Insp Date Comments Visit History Date Who Purpose 2/20/2001 12:00:O0 AM SM Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 7/29/2010 GREAT OAK REALTY PARTNERS LP 24715/104 $133,000 2 5/12/2005 MCCLAIN, PATRICIA 20645/156 $0 3 11/30/1972 PEARSON, ELIZABETH 1765/187 $0 Assessment History Save.# Year Building.Value XF Value OB Value Land Value Total Parcel Value 1 2012 $87,300 $0 $3,300 $68,700 $159,300 2 2011 $97,100 $0 $1,300 $68,700 $167,100 3 2010 $100,300 $0 $1,300 $105,700 $207,300 4 2009 $98,500 $0 $600 $142,500 $241,600 5 2008 $105,300 $0 $600 $148,400 $254,300 7 2007 $105,300 $0 $600 $148,400 $254,300 8 2006 $114,800? , $0 $600 $150,500 $265,900 9 2005 $113,400 $0 $700 $102,300 $216,400 10 2004 $91,400 $0 $700 $102,300 $194,400 11 2003 $74,000 $0 $700 $31,200 $105,900 12 2002 $74,000 $0 $700 $31,200 $105,900 13 2001 $73,700 $0 $0 $31,200 $104,900 14 2000 $56,600 $0 $0 $20,400 $77,000 15 1999 $56,600 $0 $0 $20,500 $77,100 16- 1998 $56,600 $0 $0 $20,500 $77,100 17 1997 $37,800 $0 $0 $20,400 $58,200 18 1996 $37,800 $0 $0 $20,400 $58,200 19 1995 $37,800 $0 $0 $20,400 $58,200 20 1994 $41,600 $0 $0 $24,500 $66,100 21 1993 $41,600 $0 $0 $24,500 $66,100 22 1992 $47,200 $0 $0 $27,200 $74,400 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=20131 4/2/2012 r Parcel Detail Page 3 of 3 23 1991 $63,900 $0 $0 $44,200 $108,100 24 1990 $63,900 $0 $0 $44,200 $108,100 25 1989 $63,900 $0 $0 $44,200 $108,100 26 1988 $38,400 $0 $0 $21,000 $59,400 27 1987 $38,400 $0 $0 $21,000 $59,400 28 1 1986 1 $38,400 $0 $0 $21,QOOI $59,400 . Photos 4 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=20131 4/2/2012 D one. (,r,Su tr--e- , ckj Parcel Detail Page 1 of 3 <. . 1 i �f4rlRNS ABLF-' yu�' ,� IPA Logged In As: Parcel Detail Thursday, March 12 2009 Parcel Lookup Parcel Info Parcel ID 270-126 I Developedr LOT 2 Location 117 JENNIFER LANE I Pri Frontage 100 Sec Road I Sec Frontage village HYANNIS I Fire District HYANNIS Sewer Acct -- I Road Index 1897 Asbuilt Septic Scan: ' P Interactive 270126_1 Map - Owner Info owner I MCCLAIN, PATRICIA I Co-owner �I Streetl 154 HAVERH ILL ST APT 1 K I Street2 City:BROCKTON I State LAJ zip 02301-347 Country - Land Info Acres 0.36 Use Multi Hses MDL-01 I zoning I RB Nghbd 0105 Topography Level I Road Paved Utilities(Septic,Gas,Public Water I Location Rear Location Construction Info Building 1 of 2 Year I1974 --�I Roof Gable/Hip I Ext Wood Shingle Built a i Struct I wall g of I Area 1494 I Co�er Asph/F GIs/Cmp I Type None Int Bed Style I Ranch I wall Drywall I Rooms 12 Bedrooms Int Bath Model Residential I Floor I Rooms i 1 Full I Grade Ave a Minus Heat Hot Air Total 4 Rooms i I g I Type -- I Rooms littp://issgl2/intranet/propdata/ParcelDetail.aspx?I0=20131 3/12/2009 Parcel Detail Page 2 of 3 �Ii'77 � _ Stories 1 Story I Heat Gas I Found- Typical Fuel ation Building 2 of 2 Year 1900 Roof Gable/Hip I Ext Wood Shingle Built Struct Wall Effect 1554 Roof As h/F GIs/Cm I AC None t " w Area I I Cover p Type ' k Style Cottage Int Drywall Bed 2 Bedrooms fit Wall Rooms a `4 Model Residential Int I I Bath 1 Full Floor Rooms ' Heat Grade Average Minus He Hot Air ( Total 4 Rooms ( r„ Type Rooms Stories 1 Story ( Heat Gas Found- Typical i I Fuel ation Permit History Issue Date Purpose Permit# Amount Insp Date Comments - Visit History Date Who Purpose 02/20/2001 00:00:00 SM Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 05/12/2005 MCCLAIN, PATRICIA 05P0669EP1 $0 2 PEARSON, ELIZABETH 1765/187 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2009 $98,500 $0 $600 $142,500 $241,600 2 2008 $105,300 $0 $600 $148,400 $254,300 4 2007 $105,300 $0 $600 $148,400 $254,300 5 2006 $114,800 $0 $600 $150,500 $265,900 6 2005 $113,400 $0 $700 $102,300 $216,400 I `http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=20131 3/12/2009 Parcel Detail Page 3 of 3 7 2004 $91,400 $0 $700 $102,300 $194,400 8 2003 $74,000 $0 $700 $31,200 $105,900 9 2002 $74,000 $0 $700 $31,200 $105,900 10 2001 $73,700 $0 $0 $31,200 $104,900 11 2000 $56,600 $0 $0 $20,400 $77,000 12 1999 $56,600 $0 $0 $20,500 $77,100 13 1998 $56,600 $0 $0 $20,500 $77,100 14 1997 $37,800 $0 $0 $20,400 $58,200 15 1996 $37,800 $0 $0 $20,400 $58,200 16 1995 $37,800 $0 $0 $20,400 $58,200 17 1994 $41,600 $0 $0 $24,500 $66,100 18 1993 $41,600 $0 $0 $24,500 $66,100 19 1992 $47,200 $0 $0 $27,200 $74,400 20 1991 $63,900 $0 $0 $44,200 $108,100 21 1990 $63,900 $0 $0 $44,200 $108,100 22 1989 $63,900 $0 $0 $44,200 $108,100 23 1988 $38,400 $0 $0 $21,000 $59,400 24 1987 $38,400 $0 $0 $21,000 $59,400 25 1986 $38,400 $0 $0 $21,000 $59,400 Photos http://issgl2/intranet/propdata/PareelDetail.aspx?ID=20131 3/12/2009 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION- NOTES 41. 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. I CONC 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 r HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. " I • CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL - Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 4• 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 POI 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 u., PV2 : SITE PLAN PV STRUCTURAL 3 S UC URAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. r MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) NO PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL AL THE INFORMATION HEREIN [IN NUMBER J B-0262702 00 JUSTINO REIS Justino Reis RESIDENCE � - CONTAINED SHALL NOT E USED FOR THE + Rick Estell A:,,SolarC�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NTING SYSTEM: .a• NOR SHALL IT BE DISCLOSED IN WHOLE OR INomp Mount Type C 17 JENNIFER LN . . 3.57 KW •PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ULEs:. H YAN N I S M A 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 St. Martin Drive,Buildin 2 Unit.11 THE SALE AND USE OF THE RESPECTIVE 4) TRINA SOLAR # TSM-255PDO5.18 a SHEET: REV. DATE Marlborough.MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: PERMISSION OF SOLARCITY INC. RTER: T. (650)638-1028 F. (650),638-1.029 OLAREDGE SE3000A—USOOOSNR2 COVER ` 1-ILT PV 1 3/7/2016 (888)-sa-ciTY(ass-z469) Wsoler�RYcT PITCH: 30 ARRAY PITCH:30 MP3 AZIMUTH: 191 ARRAY AZIMUTH: 191 MATERIAL: Comp Shingle STORY: 1 Story v CD �,(E) DRIVEWAY CD r— M AC Inv O D O El " p 1l LEGEND L-=_J M C (E) UTILITY METER & WARNING LABEL 0- m� INVERTER W/ INTEGRATED DC DISCO IF & WARNING LABELS 2ya © DC DISCONNECT & WARNING. LABELS oO K �� FtIu1cl © AC DISCONNECT & WARNING LABELS CTURAL Front Of House s No.51933 ISTE�� DC JUNCTION/COMBINER BOX.& LABELS Ss�ava.E 0° DISTRIBUTION PANEL & LABELS STAMPED & SIGNED FOR STRUCTURAL ONLY Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Digitally signed by Humphrey STANDOFF LOCATIONS CA OCONDUIEXTERIOR Ka ri u ki --- CONDUIT RUN ON INTERIOR GATE/FENCE Date: 2016.03.07 19:54:1 6 0 HEAT PRODUCING VENTS ARE RED _051.001 INTERIOR EQUIPMENT IS DASHED L_�J SITE PLAN N Scale: 1/8" = 1' E W 0 1' 8' 16' KOA . S J B—0 2 6 2 7 0 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINEDAL— THE INFORMATION HEREIN JOB NUMBER JU STI N 0 REI S 4\,!a CONTAINED SHALL NOT E USED FOR THE Justino Reis RESIDENCE Rick Estell -.,,SO�a�C�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.��a NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 17 JENNIFER LN 3.57 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: H YA N N I S MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH' r THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PDO5.18 24 St Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN- INVERTER PAGE NAME: SHEET: REV. DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. ' T: (650)638-1028 F. (650)638-1029 SOLAREDGE # SE3000A—USOOOSNR2 SITE PLAN PV 2 3/7/2016 (BBB)-SOL-CITY(765-2489) www.solarcity.com ` x r� or a K. ' S 1 RIUKI v ST UCTURAL No.51933 �0 p �FGIST£�� 4„ �CMIAL 0 13'-5" ol (E) LBW STAMPED & SIGNED FOR STRUCTURAL ONLY C SIDE VIEW OF MP3 NTS � . , . . MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" RAFTER 2x10 @ 16" OC ROOF AZI 191 . PITCH 30 STORIES: 1 ARRAY AZI 191 PITCH 30 C.I. 2x8 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH INSTALLATION ORDER DE R _WAS F N HERS LOCATE E RAFTER MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT.0 ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES WITH SEALING WASHER (6) INSTALL LEVELING FOOT WITH (2-1/2" EMBED, MIN) BOLT & WASHERS. • ` , (E) RAFTER S 1 /1NDOFF i CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-0262702 00 \\` CONTAINED SHALL NOT.BE USED FOR THE JUSTINO REIS Justino Reis RESIDENCE Rick Estell BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: a.'SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 17 JENNIFER LN . 3.57 KW PV ARRAY ►r. PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES H YAN N I S, MA 02601 THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PDO5.18 - 24 St Martin Dive, Building 2,Unit 11 MENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIP ' SOLARCITY INC. INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF RCITY SOLAREDGE # SE3000A—USOOOSNR2 STRUCTURAL VIEWS PV 3 3/7/2016 .(888)-SOL—aTY(765-2489) jw!.Balarclty.�an,, GROUND SPtCS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:BR404OB200 Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE ## SE3000A-USOOOSNR2 LABEL: A —(14)TRINA SOLAR # TSM-255PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:314 192 238 Inverter; 3060W, 240V, 97.57.; w/Unifed Disco and ZB,RGM,AFCI PV Module; 255W, 232.2W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER 20OA/2P Disconnect 2 SOLAREDGE 0 (E) LOADS SE3000A-USOOOSNR2 A L, Ta V N 20A/2P fDC, -------- ----- EGC/ DC+ ecec oc- - MP3: 1x14 __ EGC— ---------------------------- C-----------------tJ N c EGC/GEC_ I I I I TO 120/240V SINGLE PHASE I I I UTILITY SERVICE I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)CUTLER—HAMM BR220 PV BACKFEED BREAKER A (1)CUTLER=HAMMER g DG221UR8 n C PV (14)SOLAREDGE 300-2NMAZS DC Breaker, 20A/22P, 2 Spaces Disconnect; 30A, 24OVoc, Non—Fusible, NEMA 3R /� PowerBox timizer, 30OW, H4, DC to DC, ZEP (1)CoR MERKDG030NEI 5r8qxR8d Copper G0=tral 30A, General Duty(DG) nd (1)AWG#6, Solid Bare Copper —(1)Ground Rod; 5/8" x 6. 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 2 O (1)AWG (1)AWG#10, THWN-2, Black (2)AWG #10, PV Wire, 6DOV, Black Voc* =500 VDC Isc =15 ADC I4F(1)AWG#10, THWN-2, Red O cOO (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.07 ADC III LLLL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1,)Con4uit,Kit;.3X EMT. . . . . . -(1.)AWG.Q8,1HWN-2, Green. . .EGC/GEC-.(1)Conduit Kit; 3/4'.EMT PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN TDB NUMBER: J B-0 2 6 2 7 0 2 00 CONTAINED SHALL NOT BE USED FOR THE JUSTINO REIS BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Justino Reis RESIDENCE Rick Estell SO�a�C�ty.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 17 JENNIFER LN ' PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C 3.57 KW PV ARRAY ►i� ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: HYANNIS, MA 02601 THE SALE AND USE OF THE RESPECTIVE (14) TRINA SOLAR # TSM-255PDO5.18 24 St. Martin orire,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSON OF SOLARgTY INC. ISOLAREDGE SE3000A—USOOOSNR2 THREE LINE DIAGRAM PV 4 3/7/2016 (88a)—SOL—CITY -2489) wwww..650) sdaarciitycom r WARNINGIP,HOTOAMAVOL=TAIL POWER SOURCE Rik •1 ELECTRIC SOCK HAZARD ELECTRIC SHOCK HAZARD 1 DO NOT TOUCH TERMINALS 1 THE DCONDUCTORSOF THIS •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • : LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND PHOTOv®LT►0- DC IN THE OPEN POSITION MAY BE ENERGIZED • DISCONNECT " •- • • PHO)TOVOLTAI_C POINT OF '• MMUfVi POWER;_ INTERCONNECTION A X I _ A WARNING: ELEC, RIC SOCK •� • POINT'CURRENT(Imp) ••- HAZARD. DO�NOT-TOUCH • / • 1 MAXIMUM POWER-®v .•1 TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH LI �'AN D I LO�AD SD E MAXIMUM SYSTEM THE NE ®V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORTvGIRCUIT®A DE-ENERGIZE BOTHTSO-URCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC ,•- • • OPERATING VOLTAGE V UVA R<N I N G ' ELECTRIC SHOCK HAZARD IF A GROUND FAU- IS INDICATED ' 1 NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE IJ�T(I.®aN • UNGROUNDEDAND ENERGIZED C�. DUAL�P�OWER, SO -RCE ••- SECONND SOURCE IS •.1 �, PHOTµOVO TAI 'll, TEM ELECTRICAL SHOCK HAZARD DO�NO'T�TOUCH TERMINALS •'1 ' !-1 I®N ' •� TERMINA SON BOTH LINE AND ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYYSTEM 1 IN"THE OPEN POSITION CIRCUIT IS BACK FED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES"ARE EXPOSED TO SUNLIGHT INVERTER OUTPUT • • • CONNECTION PI-I®T®V®LTAIC /qC '• DO NOT RELOCATE • - ©ISC®NNECT ••" THIS ODEV CERRENT • MAXIMUM AC A ' �� - OPERATING CURRENT •.• _ MAXIMUM AC . _ OPERATING VOLT GE V • 1 _ :2 • • • ' SolarCity I ®pSolar Next-Level PV-Mounting Technology ''�SolarCity I ®pSolar Next-Level PV Mounting Technology — Components Zep System for composition shingle roofs Up-roof Leveling Foot , . Ground Zep Interlock (Key tide shown) Pao Leveling Fact ETLNo.850-1172 listed to UL 467 ME_ - . Zep CompatiblePVModule - - '""➢ - - ...... AIL Zep Groove �.s,•'. c '�'Po - .*y Root Attachment - a Array Skirl — - - Comp Mount .'•ww.'"R. .. ." :� Part No.850-1382 Listed to UL 2582 •; ��,».� Mounting Block Listed to UL 2703 QOOMPATie Description - �� ti _ • PV mounting solution for composition shingle roofs , Fq — �, Works with all Zep Compatible Modules 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 UL LISTED 4 • Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Designed for pitched roofs Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • ' • Installs in portrait and-landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • 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 t • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, zepsolar.com zepsolar.com Listed 60,L 156567 .Listed to UL 1565 i This document does not create any express warranty by Zap 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 ZepSolars 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 - ri C i solar =oo SC) a�'=os SolarEdge Power Optimizer • Module Add-On for North America o P300 / P350 / P400 SolarEdge Power Optimizer Q P300 P3SO P400(f (f V If - Module Add-On For North America { or 60 cell PV or 72-cell or 96 ceIIP A • .a P ` modules) modules) modules)V _ P300 / P350 / P400 EINPUT .Rated In [DC P.... �........ .... ........ ......300 ..... ... 350 .... ....... 400 .. W..... pu awe' s ., ,;• " Absolute Maximum Input Voltage(Voc a[lowest temperature) 48 60 80 Vdc - 3. . .............. ... ...... ..... ...... ...... .... ..... ... .. ... .... .... .. .... .. ........ .. .. .. .. .... .. .. '""' '�•� MPPT Operating Range 8-48 8 60 8 80 Vdc ............................... ........................ .... .................................................................... ........ Maximum Short Circuit Current(Isc) 30 . F Maximum DC Input Curren[. ........... ... ....... ... .... .....................12.5............ ............... ....Adc c.; LJ ..................................... ......... .... .. .... ....................... ..... .......... ........ ... ... .. ... t °' Maximum Efficiency,....... 99.5 % ...................... .. ...................... Weighted Efficiency ..... ................. ... 98.8.... .... .. % .... 1' ......................... .. ...... .. ... .................. ...... ..... .... ... .. Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) -_�., s - Maximum Output Current 15 Adc 0 - ... ..Output Current........... ..................................................... ....... ......... ....... ... .. Maximum Output Voltage 60 Vdc 2 "' (OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM.INVERTER OR INVERTER OFF) s� -..�, w � • y J Safety Output Voltage per Power Optimizer 1 Vdc )STANDARD COMPLIANCE g, EMC FCC Part15 Class B IEC61000 6 2 IEC61000 6 3 ,r e .w ;� u,i Safety................. .................... ..... IEC62109-1(loss II safetY),UL3741. ......... ......... ewe' >�.. RoHS ....... ... ...:___ ...... Yes..... ........... ... ... ..... _ INSTALLATION.SPECIFICATIONS " * .... ......... ...... .. .... .... ......... .......... ..... ........ ... "..� r „�f "�• ;;.•.� � x k �� tW��'*,,,.,, .t '�.: Maxmum Allowed System Voltage 3000 Vdc Dimensions(WxLx H) 141x 212z40.5./S.SSz8.34x1.59 mm./m ....................................... .................... ..... .... ... ....... ................ ... .. T Wei ht includin cables 950 2.1 r Ib +: ,,' d z�, p Input Connector MC4/Amphenol/Tyco - z-; ............. ........ ............ ......... ... ...... ... ... ...... ... ........... ............. „- • c.`«"'x- Y ,. f ... ..Output Wire Type/Connector ............................... .. ..Double Insulated.Amphenol................... .. ... .. ............. . ... .......................... Output Wire Length ..0 95/...... 1.2/3.9. ..m./ft +' #fi Operating Temperature Range .. .. ........ .. .. .... .. . ........ ........ "C/'F,.. r� i., ... .... .. .. .. x 'I+ Prot ection Rating IP65/,NEMA4 Relative Humidity ........ ......................................�..S00 ............................... .....%...... - nmm src rowo.of m�modem modem r.p m sx pw.c.mI—c-e,.Td. .. .. 4 � i PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE SINGLE PHASE , INVERTER ,'�• - -- 208V a 4801 PV power optimization at the moduke-)eve( Minimum String Length(Power Opemaers) 8 10 18 ............ ... .... .. ... ........ ....... ........................ . Up to 25%more energy Maximum String Length(Power Optimizers) 25 2S 50 Maximum Power per String 5250 6000 12750 W - Superior efficiency(99.5%) ................................. ............. ........ ..........................-...... .. ................................ ........ - - - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations Yes - Flexible system design for maximum space utilization - - - Fast installation with a single bolt777 ,. 77 - - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.sOlareclge.u5 - - g. THE 'Timamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Waifs-Pm'x(Wp) 245 250 255 260 O. - 941 _ t t `Power Output-Tolerance-Pmnx(%) 0-+3 _ THE 'T �L.I LJ� m O■ ■ n t Y Maximum Power Voltage-I (V) 8.20 I 30.3 i 8.37 [ 8.50 W U 30.6 ,u„O„ o �" �Maximum Power Current I w(A) 8.20 8.27 8.37 8.50 f N-FATE Open Circuit voltage-Voc(V) i. -37.8 _ 38.0 ( 38.1 38.2 0 wnnumc xou Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 O D r ■ ■ ^ - - _ 8 - ,Module Effince i000 w/m(ce ,} ,Air . 4 15.3 ; 15.6 _ 15.9. U L CL STC:Irradiance 1000 W/m'Cell Temperature 25"C,Air Mass AM1.5 according to EN 609043. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. Zo e ELECTRICAL DATA @ NOCT - 6.0 Maximum Power-Pmnx(Wp) 182 186 190- ( V193CELL - Maximum Power Voltage-VmP(V) + 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE ,scxa„„--Hare A ' A Maximum Power Current-ImrP(A) i 6.59 6.65 6.74 6.84. WITH TRINAMOUNT FRAME HOLE Open Circuit Voltage(V)-Voc(V) 35.1 35.2 35.3 35.4 f r Short Circuit Current(A)-Isc(A) -1 7.07 7.10 7.17 7.27 ,p�1L qp w/ `�,�ny,�. NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed l m/s. 245-26O V V PD05.18 etz ao - Back View POWER OUTPUT RANGE MECHANICAL DATA t �-�--� Solar cells ��Multicrystalline 156 x,156 mm(6 inches) Cell orientation 60 cells Fast and simple to install through drop in mounting solution I (6 x 10) t. b I i • Module dimensions 15 1650•992><40 mm(64.95.39.05•1:57 inches) Weight - 21.3 kg(47.0 Ibs) I MAXIMUM.EFFICIENCY - - - Glass. 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass \ _ A A Backsheet tl White �1 ® Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Trinamount Groove k I IP 65 or IP 67 rated [ A I-V CURVES OF PV MODULE(245W) �T-Box � I O~+3 / 1 Cables - }Photovoltaic Technology cable 4.0 mm'(0.006 incties'),to.. 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9m Fire Rating Type 8m 800W/m' Highly reliable due to stringent quality control Q 6.m • Over 30 in-house tests(UV,TIC,HF,and many more) e 5 W m As a leading global manufacturer f • In-house testing goes well beyond certification requirements T u a.m g0W/m' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic + 3.m products,we believe close 2.m 20ow/m2 Nominal Operating Cell 144°C(+2°C) Operational Temperature;-40-+85°C. Temperature(NOCT) ) cooperation with our partners 00 Maximum System 1000V DC(IEC) is critical to success. With local °m Temperature Coefficient of Pmnx -0.41%/°C Voltage 1000V DC(UL) 0.00 to.- 20.- 30.m 40.m ### presence around the globe,Trina is - - Temperature Coefficient of Voc 0 32%/°C Max Series FuseRating. 15A able to provide exceptional service t voeoge(v) J . to each customer in each market ( Certified to withstand challenging environmental Temperature Coefficient of Isc o 05%/°c and supplement our innovative, t ® conditions reliable products with the backing 2400 Pa wind load of Trina as a strong,bankable 5400 Pa snow load WARRANTY partner. We are committed - to building strategic,mutually 10 year Product Workmanship Warranty beneficial collaboration with 4 0 �25 year Linear Power Warranty '� installers,developers,distributors (Please refer to product warranty for details) t and other partners as the - 1 backbone of our shared success in -' w -� - - - .. . - CERTIFICATION �J driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY m PACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty `, Modules per box:26 pieces w Trine Solar Limited f F www.irinaSDIa000m 4p i Mod ules per 40'container�728 pieces ! oloo� AddltioDal value fora ' r OMPLIAN I o 90% j " -- rrilIO SOIp!'S IrryQ41 K'�rfanr, - CAUTION:READ SAFETY AN D INSTALLATION INSTRUCTIONS BEFORE USING TH E PRODUCT. ll6 ,l OMPA ®2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to 40 'owasolar O 80% 'rrun lsolar change without notice. V i Smart Energy Together Years 5 10 IS 20 25 .Smart Energy Together A o CpMPP'C Trinastandard fndustr standard j I $Q I a�' 0Wo - Single Phase Inverters for North America $Qa ro K M SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 1 y� SE7600A-US/SE10000A-US/SE11400A-US ' SE3000A-US SE380GA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US - I OUTPUT 1 - SolarEdge Single Phase Inverters w Nominal AC Power Output 3000 3800 5000 6000 7600 9980@2480V 11400 VA n r 5400 @ 208V - .. 10800�Wpq@ 208V ... . For North America - .. µ, Max.AC Power Output 3300 4150 6000 .8350 -12000. VA . saso,@zaoy........ io9so,@zaov $ AC Output Voltage Min.Nom:Max R] SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ z SB3-2DB-229Vac ....... ................................... ................ ................................................ ..................... ......... ita 1- AC Output Voltage Min:Nom:MaxJ'I ✓ ✓ ✓ ✓ ✓ ✓ ✓ SE760OA-US/SE10000A-US/SE1140OA-US ......... ... .. ....... ..... ........... ................ .. .... t:. /, -�. 211 240-264 Vac ............ .......... ..... .... .... .... Frequency Min:Nom:Max. 59.3-60-60.5(with HI country setting 57-60-60.5) Hz - ar• ...................................Il�...... ................ ..................... .. ....... ... :x r C7 za @ zosv . .. .............. ....... Max.Continuous Output Current 12.5 . 25 32 47.5 ` .. ........................................... .............. ........... .....�?.@ z4...... ...... .. .... ........_....... ...@,zaov...l................ .. .... ..GFDI Threshold........ .............................. ...... .. ............. ... . . .A. 4 . . ..... . . ............... .... s ar' .a M1 a r Utility Monitoring Islanding Protection,Country Configurable Thresholds Yes Yes �,. •,` •� -_ Y}, ,.-, 3.gc° ", 6Y_ A s=k ,,`i 'fiy,..;,:.. ,I. :'. "' .a:`e INPUT . ' /,werte e Maximum DC Power(STC) 4050 5100 6750 810010250 13500 15350 W ........ ......... ... ... ... ..... ........ .......... .................... ...... ........ ....-............................. ................ ......... r. 2�25 ,• ;, -:3 q ,.„� a�y z r Transformer-less,Ungrounded Yes Max.Inpu[Voltage Vdc a m VeaanlY a h a WBtt r.S : ^i•.:.� ' ,t'+ * i 1,r`"'�sr: '?s, Nom.DC Input Voltage 325 @ 208V/350 @ 240V:.. ...Vdc f T _ .................................... ............ ........... ............ .......-.... ... ...... ..... ....... Max Input Current(2) 9.5200V 18 23 33 @ 208V7 34 5 Adc 165 ................ 15:5.°Q.?4............ ... ... ................ 24..... .. �. �.�'tv[ .• ,• a-., .cc� sr?w-,�t + '2•,�,�Y t'{ .x;,b�- ', ..M..a.x.....I.n..u..t.S..h.o.r.t.Circuit .C..u.r.r.e.n..t....... ... .... .............. ............................... ...:... 45 Adc ....... . ............. ................... ..................... .......... ............... ..............._........................................ ......... Reverse-Polarity Protection Yes...... -.................... ............................ ......... �,_,•,;�. 7e #� .,:; n,- ` .�{ r,,...::'�.�. }_... Ground-Fault Isolation Detection ,_ :. 600kn Sensitivity.,, .._ ,,.. ..,. ,,,, „•, -.. ,� ........................... .. .. ........ .. .. .............. xm, �,-- yr, �r.P „" •iF,p;'. ( Maximum Inverter Efficiency 97.7 98.2 ..98.3.. ....98.3... ..9$. ..9$. ..98. ..�.. ............ ....... ........ ' CEC Weighted Efficiency .97.5. ....98.... .97.5 @ 208V. ....97.5... ....97.5.... ...97 @ 208V.. .....97.5.... ../..... 98 240y I 97S 240V _ .......... ............................ .............. .............. .�°. ................ .............. @......... .. ............. .. . t-x ) Nighttime Power Consumption <2.5 <4. ...W., ADDITIONAL FEATURES t Y ,. Supported Communication Interfaces ...................................R5485,RS232,Ethernet..2lgBee(optionall................. ................ ......... "yx"�i -a, "t^ '� 'dS"'� °� 8 -a Revenue Grade.Data,ANSI C12.1.... ...... .........optional(3) .... ....... w•yt& ,, �2?u> .yu.'"^N:.;." " r¢f.*.. ..g..w yr�_,,.:., r,;`"..'' `dw.:.. .................. .........I.............. .................... ... ... .. ................... ......... b "sftr- Rapid S - 4 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installedwl.. L_ Shutdown NEC 201 T r�w� �,��>F" y. � �s �;, t STANDARD COMPLIANCE -_ j^°""._,,.. '' . $ :.J Safety ... ......... ..._.................... ........:..UL1741 UL16996 UL1998,CSA 22.2....................................... ......... ,'. `-� Grid Connection,Standards.......... ........................ ................... IEEE1547 ................................................ ......... �, _...: - ._ S� ` �, .. . p.. .._f s- ;-;.. x ;ifi Emissions...... ........... ...FCC partlS class B w t � � zar. 1 INSTALLATION SPECIFICATIONS '�'"-—^•' - �: t3 - .-• ^1.,... -., _x c,'ts ;, :_ AC output conduit size/AWG range .-...-... --. 3/4"minimum/16 6 AWG 3/4"minimum/8-3 AWG *a input conduit size tt of strip s „,-s P / g / . . ..... .... / / ...3/4„minimum/1-2 strings�.. ,-,!� OC i ,,• '*,y ,� " a<;. .AWGrang@............ 3/4"minimum 1-2 strings 16-6AWG 146AWG y, - ,: i '•* rzig., .'-',`" '° - . :: ,r ,.�r ° Dimensions with Safety Switch ...... ........................................................................ 30.5 x 12.5 x 10.5./...... ..in/.... ... 30.5 x 12.5 x 7:2/775 x 315 x 184 i; )........... ..... ..... ..... ...... ..... 775 x 315 x 260 mm Weight with Safety Switch.......:...:. ..........51.... .......... �................... ...../,24.7. -88 4.4... lb/kg tural convection Cooling Natural Convection -and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems ........................................... ................................................................... .F?alaseabl..e.i ..................................... Noise ".25 <50 clBA g .. .............................................. . ....... ................................. .-_......... 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 available(sl) - •F/•C = Superior efficiency(98%) Rang?........... ....................... . t Protection Rating .................••,NEMA 3R Small,lightweight and easy to install on provided bracket h.--..,,erregi regional please SolarEdge support. For other regional settings please contact SolarEdge Support. - ' nl A higher current source may be used;the inverter will limit its input current to the values stated. �. Built-in module-level monitoringolltevenue grade inverter P/N:SE—A-USODONNR2(for 760OW inverter:SE7600A-US002NNR2). _ IO Rapid shutdown kit P/N:SE3000-RSD-Sl. Internet Connection through Ethernet or Wireless 0f40 version P/N:SEx—A-US0001NIN1.14(for 760OW Inverter:5E7600A-US002NN1.14). 1 Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation , � $J Optional-revenue grade data,ANSI C12.1 � �„� ., � � �V. USA GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW:SOIar0dg0.U5 ws. �" s, a`••� ems' ',^ �' n- ---------------- Y._. _ _ �. -F } 3 .. :�+ >.•ga.. r,...,ate. w x.. :.< .:w...,,, :.,7 ::xis, +1' •. "& ,..5 - S , �y�. a * w ,,. mrz . - ., ,.,a,.,,' ., 'i'ifia.. , ,;, -$Y a,a.ht• y�nn 7 ,94'"2CQ? ..d., t g •-. ,u«i.Y '+„ "$ ....rc.. `.;: "',. t.r-i1 ;.>-- y'.•wq�d '' ,yS y.. 1��/ ,m �'k. .# .. '.:a>7�a..yjY.^yA4 .2, e: N -. 'sa`t":. 'f' w n*.rd`aFl+ :-0+r5�;et�'v.:r .. .�, ., `. ,c T.v, r;eWAr. «,•t�i«r:,, ROIfTE 28 . .' . 4 ` .,, IS T f �, _r [[''" WELL �` ' �.��.�..�:!.4i�:,�i..��;".::1.:�;...;��,.��.-,.....�_....z:.*p�..,z'.I_:��I./.....%..—i%I...d.'01-—�_......,.1 ./1 I..�.I.!.0�,"-,.II jI.I..I�. ......I,.,.,I II.�I..I.i I I,�I.1 I.,I.I.I1 ,-S - z. Lya�.' •.: -• szrr gE Y,..ly, t`'a"}* ? dirt - +.'.C I._< . :> .' � °' BE ABANDONED `` � Ytrr� i tea' E II 1. I. (I.�.�I-. 1. '^,f' 44cEE NOTE- S1 _ , y�: ` ' .: PROPOSED CONTOUR II 1. Ln cgs. g1`# r ": at; S". x.,:'k Y 138 )` ": ' o. 1 PL-" '`'«' �' ff aril` ,�€ .?. �� fi Fa,r,.q-'S*°$, a -[[] - - - ,: h. . '" ..dqy ;:v r F :�:,' g-iy` .5. '.`., «P3^a, £yr` '.d?.4 <�,,F r, k �, ,., XI TING CESSPpDL ;, fi; osED SPOT cRaDE �� ., . - �, � xA. , 138 PROP y p nrDrykBE RQ ML/VL4Di;,1"< t ,�'v'. c.., i P . t�4' ' . `, hCSEE NOTE 11) 's �11 45 t � - EXISTING CONTOUR EXITING .SPOT GRADE W ar is J•' rh t a, ® TEST PIT o 4s-= „ r€ a ., + EXISTING WATER SER I . / ,y r,:, � a I ..,' n .,. ,.n'r ,,: aFt s, � :'' ry ti": c'+ M v — v . ,_ , C� t:Y,I g t -� S'�., efi ,_t. - •v g- o or`h Sveet . "� /� ' / r' '{ _�tfim q,1 x r' <.y-,f , r+xt ,',•, {4 K 3'"'r,*� .g:i�. W : 9 O C) N r ,Y 7 EXISTING OVERHEAD WIRES Z \1CJ�� _ , 1 „ _ �S2,` /.:•". F „� -:...- 5q_ .�'--,� t : .�.. �- ,P.,�,- ,�'I nr:;«` _ ��-3 :,•`0 ��EXISTING. �WATER SERVICE - - . \ - - � --7 nj /.r `.'1-J q�.`Z� 4 T ,rCjr'- QY s€ t.,k. ''"". +,'tty :;t a ( i. :r - WEST MAIN STREET . ST . Gam. -- - /:'_ V (/�/ �,�:,, r'$ - µr+bf+ :pyp..F 3.UF:rfE�.` -�^`, iL'k 1 a�c,y'�4�r�i r -I¢ . ;,I 1�: tom, , ,, t,;, E:ClSTING, CESS 1 I p.,, ,:, ,; �..�: T ,B�.wLOCQTE.D;s� � 9 °; 'LIMPED �j ..:_• _, ,x:,. I.mow. F` . c:' SAND, a3 1 .TP 3 ba°. x; :,;,. LED LOCUS MAP C { ,3 b [_ AND.:FIL WITH N.T.S. J �� _ .— r k , r a try / / '".. i . _ .,. _^gyp :-, v "t-a ?t:� ry '-_ ,r'� r rt - - � : - �__ .. ""h'"Y.,; t cn �'«ti!J m, F r2k"-; R'.? r y I.'� mr- ._: Lot ,- - `� f - r . _ I i -r,�d , GENERAL NOTES: 15,728 f S,f, " _ r , t xt ' X,,_ � t s . . . + a.I, 4,_;_ �� * � ,r I. I I- OVED BY THE LOCAL. ;: _' 0.36- AC. --___...;� , r Prop ; _-r- 1 ALL CHANGES TO THIS ,PLAN MUST BE APPR �a 2�O -- Se»k �:, 4 BOARD OF HEALTH AND THE DESIGN ENGINEER: P. . . �i 1 J `j,� Ta '/." o a� �` 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS I. F'af^Ce( 126 `ice ;, } ,, t Sewer no z OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE V `_ l! h# /'I a ',t o r i.- INV,=94,Pof. LOCAL RULES,AND REGULATIONS. 1 - - ; . . t/! �, - 3. THE SEWAGE: DISPOSAL SYSTEM..SHALL: NOT.'BE BACKFILLED PRIOR ,':, ; t I ,5,F,{-f TO. INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE . _ ,,, ,V C�� 9 .' , ,y O(/ S'T J . .- DESIGN ENGINEER. ' - J // ¢� - 'T��: j� 1-=�;, D DURING CONSTRUCTION DIFFERING J 4. ANY CONDITIONS ENCOUNTERE ORTED TO THE DESIGN I `l W, - - 't O�0 p � "r � 'bP�-9- �`> REON SHALL .BE REP _ rL Prowidet °fie cYf,o 6- �j FROM THOSE SHOWN HE . L. - o ENGINEER BEFORE CONSTRUCTION CONTINUES. ;•_ H �.... I A"' a ,.«,:;1.1 �,.;"� my .Y' i _ _ ];; -L _ 5. ALL,ELEVATIONS BASED ON ASSUMED DATUM -'�u-' - �� - ,'a t E GN ENGINEER 1S NOT RESPONSIBLE FOR THE FAILURE OF. - Benchmark .SC t , - _ ,: , 6. THE DESI wer no 1;. _ - THE THE OR OWNER .TO NOTIFY THE LOCAL BOARD OF 'nigh t cor, bo t, 'step �,, _ -} HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. El.=98,16 CAssur7ed) �%) - INv.=95 7ot • •I RVIC • Y S PROVIDED D B TOWN WATER S -� E E S s sz. ,,, i a tt.� OF 2 JENONIFERDLNITTINTOWN WATERESERVCE. , 7 WATER SUPPL I I SIT .- ,, _ . p O 8 PENDINGRCONONECTIIONTE WE7 �� 00 t� 9 SEPTIC 'SYSTEM COMPONENTS SHALL BE INSTALLED AS DESCRIBED !� r IN 310 CMR 15.000 SUBPART C. I Uj� BE.. . A . - b 10 ALL AREAS CLEARED FOR CONSTRUCTION ARE TO LOAMED AN . . . . SEEDED UPON COMPLETION OF CONSTRUCTION. Cr 11. IT SHALL BE THE RESPONSIBILITY' THE CONTRACTOR TO VERIFY . Location of wa ter service . between house #17 and house = THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR. TO STARTING . #17B !s unknown, Contractor CONSTRUCTION. . shall veriFy that the wa ter service lies outside the area 12. WIHERE REQUIRED, CONTRACTOR. SHALL REMOVE ALL UNSUITABLE SOILS of proposed work a t time of I IN THE AREA .BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. x C N construction; Reloca tP as :req'd, ,. - AND REPLACE WITH LEA FILL AS SPECIFIED IN 310,CMR 255(3). r . F ��P�\ orasf9�� C SYSTEM PGRADE . PROPOSED SEPTI � . BeI-�CI�1/�1QY�I{ Se o PETER T t *- Concrete pad �'civ1�E - 17.: J EN N I FER LAN E, HYAN N I S, MA . E1,=97,52 (Assumed) 2301 ' t No 35109 prepared for: Patricia McClain, 54. Haverhill St. Apt. 1 K, Brockton, MA 0 .,. R£CISA<�% �� Surve in b SCALE DRAWN JOB.' NO. Engineering by> Y 9 Y F In ��'� n��n ng�r�rkr �eny� �a�rP.L.,1.4' 1 =20': P.T.M. 245-05 . n� Wet C fie d Road 22 Lon .Road 1' Farestdale,r MA .02644. Harwich MA 02645 1 DATE CHECKED SHEET NO l\ \\ �, -L� l C) (508) 477.-5313 (508) 432-8309 01/1 6/06 P.T.M,. .1_O I r - - , . - - • S.. .. _ — _ EXIST. WELL LEGEND RouTE2e TD BE ABANDONED (SEE NOTE 8) Ln �PROPOSED CONTOUR E TE' BE REMO N LOCUS 138 PROPOSED SPOT GRADE �o (SEE NOTE 11) 5 -' EXISTING CONTOUR J P } EXISTING SPOT GRADE `R rc'j a" ++'f` O ® TEST PIT 3 y x EXISTING WATER SERVICE wn U 4 •,,,i.., l 0--� O:�7,W, y NoM1�Street EXISTING OVERHEAD WIRES < s Vf.:y 0 `('s tl EXISTING WATER SERVICE " Os v 6 1 y WEST MAIN STREET ST - �� 0 : J9 I�'9ol"D_` k: EXISTING CESSPOOLS TO BE LOCATED, PUNIPED 5 AND FILLED WITH SAND, LOCUS MAP N.T.S. - r Lot 2 -' 15,728t s,F, `k ' GENERAL NOTES: 0.36 f AC. `' `` .,Prop. _ Ma �70 ', Septic r r-..,.- 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Tank` o �� t BOARD OF HEALTH AND THE DESIGN ENGINEER. ParPel 126 z ` �' W. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE t- _ INV.=94.POf LOCAL RULES AND REGULATIONS. , �b ok' 3 = . THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR (v q� o - ''' �S'0�"rTf TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE a l a;, 5 ii d 4- ? T�S�`�IJ DESIGN ENGINEER. l Of1 �✓ Q�O� li` •6P 96 ' j ;j 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING Provides FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 10 Clean out °o � ENGINEER BEFORE CONSTRUCTION CONTINUES. ,� _ Ae ai r r -_. Jim :a 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. Benchmark set ° ,m 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF Ri h t con bo t. step Sewer no. 1 9 a 70t IN THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF E1,=98,16 (Assumed) -{W' ,=95. u. � _['-; HEALTH FOR PROFFER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY IS PROVIDED BY TOWN WATER SERVICE. S�Oj�jam- •`- .. T l, , 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. PENDING CONNECTION OF 27 JENNIFER LN TO TOWN WATER SERVICE. 00' 9. SEPTIC SYSTEM COMPONENTS SHALL BE INSTALLED AS DESCRIBED • _ b ,Gj IN 310 CMR 15.000 SUBPART C. 10. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE LOAMED AND • `;I :`'?`? SEEDED UPON COMPLETION OF CONSTRUCTION. Location of water service } S 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY between house #17 and house #17B Is unknown, Contractor + THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING shall verify tha t the wa ter ,,.. CONSTRUCTION. service lies outside the area 12. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS of proposed work at time of -,.-; = ,4 IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. construction. Relocate as req'd, - 7 AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). �P�� OF M4,r 4. Benchmark set -._ o� PETER T; PROPOSED SEPTIC SYSTEM UPGRADE Concrete pod `' ='' McENTEE E1.=97,52 (Assumed) o CIVIL N 17 JENNIFER LANE, HYANNIS, MA No, 35109 Prepared for: Patricia McClain, 54 Haverhill St. - Apt 1 K, Brockton, MA 02301 - RcCIST E�� FS�iO �G� Engineering by: Surveying by: SCALE DRAWN JOB. NO. EngineenrngWorkr Terrydl. WunterP.LS. 1"=20' P.T.M. 245-05 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. 1 1 (508) 477-5313 (508) 432-8309 01/16/06 P.T.M. 1 Of 2 r ROUT 28 rfln EXIST, WELL LEGEND TD BE ABANDONED ate (SEE NDTE B) N- 138—fPROPOSED CONTOUR Ln EXISTING CESSPOEL LOCUS CL TD' BE REMOVED 138 . PROPOSED SPOT GRADE CSEE NOTE 11) - — n ' EXISTING CONTOUR EXISTING SPOT GRADE p TEST PIT / 43. tL Fr — int EXISTING WATER SERVICE w° T s ,l. _O,N.W_ EXISTING OVERHEAD WIRES 11 2 i -,.; 0 rS EXISTING WATER SERVICE " WEST MAIN STREE7 5T EXISTING CESSPOOLS Pe. TD BE LDCATED, PUMPED s °° .AND FILLED WITH. SAND, J LOCUS MAP N.T.S. Lot 2 \ �.. / _ M 1 _ I. ^' ' GENERAL NOTES: 1 - Pro !'la �7Q 1. ALL CHANGES TO THIS -PLAN MUST BE APPROVED BY THE LOCAL r 9 Tank' 'o -a BOARD OF HEALTH AND THE DESIGN ENGINEER. Parcel 126 ` 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Sewer no, 2 r l`; / a ;I_ INV.=94.20f OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE J ^ / LOCAL RULES AND REGULATIONS. All' �- 0� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE J DESIGN ENGINEER. b�96r `�j - 4. ANY CONDITIONS .ENCOUNTERED DURING CONSTRUCTION DIFFERING i; cys, .8 ,'' 7. 2 rovide a 6 > FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN P Cleanou 0,7, . ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. Benchmark set - ,u' .� ,., n.. Right t Cor. loot. s to _ wer no, 1 h 6 THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 9 P _ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF INV,=95,70t L FOR PROPER INSPECTIONS DURING CONSTRUCTION. u ed HEALTH 6 t ss M 98,1 A 2 j�S 7. WATER SUPPLY IS PROVIDED .BY TOWN WATER SERVICE. 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. oJ�Ds ,I �O p PENDING CONNECTION OF 27 JENNIFER LN TO TOWN WATER SERVICE. 9. SEPTIC SYSTEM COMPONENTS SHALL BE INSTALLED AS DESCRIBED ti eG� IN 310 CMR 15.000 SUBPART C, 10. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE. LOAMED AND f SEEDED UPON COMPLETION OF CONSTRUCTION. Loco of water service T S between house #17 and house 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY , `f #17B is unknown. Contractor THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING j �/ CONSTRUCTION. 511shall veriFy tha t the water E _ service lies outside the area OF proposed work at time of 12. WHERE 'REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS construction;. Relocate as req'd. IN THE AREA ,BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. ' L AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3)NS Benchmark set �y� PROPOSED SEPTIC SYSTEM UPGRADE _ o PETER T, Concrete pad - E1.=97,52 (Assurled) Mc VILE 17 JENNIFER LANE, HYANNIS, MA No, 35109 Prepared for: Patricia McClain, 54. Haverhill St. - Apt 1 K, Brockton, MA 02301 h �F10 RAG\ Y: Surveying, Y' — JOB. NO.. yea cCISSF � Engineeringb Surve in b SCALE DRAWN Engineering XaA& Tenyd df'ar�terPl3: 1"-20' P.T:M. 245-05 rl 12 West Crossfield Road 22 1ong Road 1 \ Forestdole, MA 02644, Harwich, MA 02645 DATE. 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NAILING STRIP ASPHALT SHINGLES E �;;��III��11(((```��Gl19TOn TOP RAIL D( DECKING bD(10 PT BEAM .THROUGH BOLT.TO EACH POS -10.•IS. ..WITH TWO 3/4'DIAM.BOLTS. 2XI2'e C.J.m If."O.G. - - _ _ 2X8 a C: -0 6 O.G. Ix TRIM BRO. R4S INSUL. - R49 INSUL. ® !` •• TYP.JOIST HANGERS - POT ANCHOR" IX3 STRAPPING vclO Pr NAILER BOLT- -- -- I IX3 STRAPPING _ ' - I/2"WALLBOARD 1/2"WALLBOARD ® - R"WALLBOA RD _ w-v4 BOLTS 24 O.C. 2X6'e a 16"O.G. � °LAG 1/2"WALLBOARD LIVING DINING ZX6'e B 16' O.G. Q _ BEDROOM•I BASEMENT R21 INSULATION •^oy• vtWLT® m �AULTM R2I INSULATION m ernlRs 1/2"WALL SHEATHING •• _ m - m 1/2'WALL SHEATHING - HOUSE WRAP OR EQUAL °A: •.,Q• - HOUSE WRAP OR EQUAL 3/4"T/G PLY. R/ SIDING ,. -_ O INSUL NAILED 4 GLUED. .. _ .' 3/4°T/G PLY. — NAILED'4 GLUED. - __ 2XI0'e a I6"O_G '� - .�• E—2XIO's c 16"O.C. 2X10'e 16"O.C. _. - ® 3-2XI2'e GIRDER _- — % INSUL.'. ®S.. - 3-V2"GONG.(FILLED - m .77 3-2XI2'e GIRDER - Q LOLLY COLUMN: 3-1/2"CONC.FILLED—" BASEMENT ° Q LOLLY COLUMN. BASEMENT m EXTERIOR DECK DETAILS - _ 4"GONG.SLAB 4"GONG_SLABiv I GROSS SECTION (C) w TYR.HANGERS 2-2X10'e PT CROSS SECTION (5) o o I L : Q m - F 2XIO I O o a m ib" Om c — ym z cr ANGERS 2X10 PT H fi4 Oil L----------------- SIZED 9 I/2"LVL WITH STEELi : - - - RIDGE VENT _ ED�� - - --- _ F 2XI0 PT—3 O _ ZX12 RIDGE _ --- --- ----- --- -- --- --- --- --- -- --- --- --- -- -- o NEEDED. ___� 1 _ � PLATE BELOW IF N - - a I6 H - POST oowN TYP RIM _ -�:�T---- - : TYP.2X6 PT SILL m O.G. a m �v - 2X10 RAFTERS•Ib"O.G. ,{ `;O 1 ul I: AID _`� - v • 1/2"ROOF SHEATHING - 4, 'i>;'C' �'—Q- eq. -- -- - -- --- - --- --- - - --- --- --- --- --- -- - 3-2XIOe 151 ASPHALT PAPER < �0 - 2XI0'e-- S ♦ �•._� m r ✓ ASPHALT SHINGLES —-1 — 2XI0'e G.J.s I6"O.G. 1 4/. ,•�P`Y O F—2XI0'e a Ib"O.G.—� .. R49 INSUL- - -<—2XIO'e o 16"O.G. TYP;&(ANGERS I� ZA IX3 STRAPPING - - --- -- u - --- -- - I/2"WALLBOARD ® - 2XI2 RIDGE - --- --- __u_ _ ___ ___ ___ ___ _ V2"WALLBOARD 2-2XI0'e IL 2X6'e o I6"O.G. KITCHEN IB R21 INSULATION` 11 4—2XI0'e a 16"O.C. O - vwLTm _ 1/2"WALL SHEATHING � .. . m - HOUSE WRAP OR EQUAL G' . 2XI2 RIDGE YLi 3/4"T/G PLY. 51DING _0• - o GIRDER-BELOW - --- . . . /—I NAILED t GLUED. 0'p _F — 2X10'e. 2XIO -' --- -- O Ul 30 INSUL 2-2Xi0'e I 0 ,D 0 BASEMENT �--2XI0'e o 16"O.C.—> X ' ti9/� _ r R TI 2XIO'e a 16"O_G. 4"CONC.SLAB -- - a OG i6yo I` ___ ___ ___ ___ ___ ___ ___ ___ _ ' A_ - (B)SIZED S 1/2'LYL WITH 5TFEL. -- - - --- --- -- --- -- --- --- -- - ^•t; �° FLOOR CROSS SECTION (A) 1: PLATE BELOW IF NEEDED. /�. *I /�}�' FRAMING 12"DIAM:GONG.-FILLED F-2X8 PT- . - ROOF FRAMING FLAN TUBE ON 24"X24"XI2"FTC. Ib'O.C. 11 I• _ OR EQ L II I. F'Lf—�N 2-2X8b PT -------- --- 'i /I BUILDER JOB ADDRESS DESIGN n � DATE REVISION DRAWN BY � PAGE SCALE 1` JUSTINO RESIDENCE CUSTOM TWO BEDROOM HOME LJocJ✓of�=�� 1�� Ja�UV�o� 11 U 12-23-14 r JB •�oF va"a'o" J� D�`S,gn`S 1-1 JENN IFER LANE W N P ROlASE OF DRAUNIGe LEAV PURCHASER REBPONNBLE FOR COMPL ANDE WITH ALL O EXAC B IE AND RBNFORCEMENT OF ALL CONCRETE FOOTINGS (l ALL FOOTINGS SHALL E%END BELOW R'.OeTLME VB3LLT DEPTH. • ' c f LCCAL BUILDING COOES AND ORDINANCES,JS DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DEI9¢MMED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)V ERIFr 9TRUCNRAL ELEMENTS FOR DESIGN I SIZE P.Q GGOC�H (SOW 494-9534 HY ANN I SI MA. - ZI FOR SITE COlIDRION9 OR FOR THE USE OF THESE DRAWMGS DURING CON TRACTION: PRACTICE4 OF CONSTRUCTION.VERIFY DESIGN WNH LOCAL ENGINEER WITH LOCAL ENGIN® AND BUILDING OFRCIAL9. HEST BAW/91'.IB{P MA omee• . 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HEADER TO HEADER(F CS-NALED) t&d 16d 16*O.C.ALONG EDGES 2.1 FOUNDATION TYP.FIELD NAIL SPACING ad COMMON•6"D.C. FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS or iao CMR 5464.1 JOIST TO SILL TOP PLATE OR GIRD 4-10d PER JOIST CONCRETE-----------------------------------___-__________--------------------------------------------- TYP.vir.,W0015 BLOCKING TO J015T(TOE-RAILED) 2-ed 2-10d EACH END CONCRETE MASONRY.-_______________________----------------------------------------------------------- -ANEL BLOCKING TO SILL OR TOP PLATE(TOE-MAILED) }6d 446d EACH BLOCK STRUCTURAL F LEDGER STRIP To BEAM OR GIRDER(FACE-NAILED) _�Ifld 4-19.d EACH JOIST 2.2 ANCHORAGE TO FOUNDATION' JOIST ON LEDGER TO 15EAM(TOE-NAILED) 3-8d 3-Iod PER J015T "S ANCHOR BOLTS IMBEDDED OR 5/8'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIvE IN CONCRETE ONLY BARD JOIST TO JOIST(END-NAILED) 3-16d 4-46d PER JOIST '18BOLT SPACING-GENERAL -------------------------(TABLE 4).______------------------------------- 56 IN, BARD JOIST TO 316d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE.____ ---(FIG 5)----------------------------------iL-Wim.(&"-12" V ROOF SHEATHING BOLT EMBEDMENT-CONORETE---------------------(Fr.SJ------------------------------------ -r IN.>V ISO WOOD STRUCTURAL PANELS LT EMBEDMENT-MASONRY----------------------(Z.SO...................................... e3 IN,>1911 V TYP.EDGE RAIL SPACING PLATE WASHER----------- -----------------------(FIG 5)-------------------------------------->YWXI/4" (ad COMMON-6"D.C.) RAFTERS OR TRussaB SPACED up To ie'o.c. Ed iOd 6"EDGE FIELD •• RAFTERS OR TRUSSES SPACED OVER 16'O.C. Ed Iod 4"EDGE 4"FIELD 3.1 FLOORS GABLE ENOWALL RAKE OR RAKE TRUSS ad Od 6"EDGE 6*FIELD FLOOR FRAMING MEMBER SPANS CHECKED.-_____-----(PER 180 CM 55.06)---------------------------------- NON- RAFTER CONNECTIONS WITH NO GABLE OVERHANG MAX FLOOR OPENING DIMENSION_____ __________-(Ftr.&)-------------------------------------- 10 FT(12, V TYP.42.5 TIES GABLE ENDWALL RAKE OR RAKE TRU58 8.6 .IOC 6'EDGE 6"FIELD HEIGHT WALL STUD AT FLOOR OPENINGS LESS YFROM EXTERIOR WALL(FIG 6)----------------------------- LOADISEARING HORIZONTALCST UIGTRUCTURAL OUTLOOKERS MAXIMUM a ILL (5T IL FULL STUD HEIGHT GABLE ENOWALL RAKE OR RAKE TRUSS ad EDGE lod 4 GE 4'FIELD MAXIMUM FLOOR JOIST SETBACKS n UPLIFT PATTERNCOMMON!'O.C. IWLOOKOUT BLOCKS SUPPORTING LOAODEARING WALLS OR 5WEARWALL (PIG 1)------------------------------------- FT .1 1/ . I MAXIMUM CANTILEVERED FLOOR JOIST MAX,WALL CADBEARINC CEILING SHEATHING 20. ;7 SUPPORTING,LOADBFARING WALLS OR SHEARWALL.(FIG 8)._:____------------------------------- Q Fr<d ✓ WEGHT V;T11110"WOOD STRUCTURAL STUD WEIGHT GYPSUM WALLBOARD ISd COOLERS I I-EDGE 10.FIELD FLOOR -. V BRACING AT ENDWALLS-----------------------(FIG'A) -------- ------------------------------------- • CAL PANEL SHEATHING FLOOR swFATwiNG TTpr.-----------------------------(PER 180 CMR 55.00)---------------------------------- MAX.WALL WALL SHEATHING FLOOR 514FATWING THICKNESS._____-__----------------(PER 180 CMR 55.00).---------------------------UA IIN. '.AL EDGE NAIL 'EIGHT'O' WOOD STRUCTURAL PANB.S C FLOOR SHEATHING FASTENING.________________-------(TABLE 2)--&-d MAILS AT N EDGE/- 12 IN FIELD �IPACVINTTI. OMMON STUDS SPACED UP TO 24"O.C. ad Iod 6"EDGE 12'FIELD 1/2"AND 25/32'FIBERBOARD PANELS ad 3"EDGE 0"FIELD 4,1 WALLS V2"GYPSUM WALLBOARD Ed COOLERS I'EDGE 10'FIELD WALL WEIGHT pill LOADBFARING WALLS._____ -------------------MG 10 AND TABLE E)----------------------- 8 FT<10' • ;7 FLOOR SHEATHING ad ri%NLAIL SPACING NON-LOADBEARINdi WALLS.__________ (FIG 10 AND TABLE 9)---------------------- %A Fr C 20.' • Om • D.C. WOOD STRUCTURAL PANELS WA ------ IN4 24'O.C. • •• 'OR LESS ad tod 6 (FIG 10 AND TABLE 5)�---------- :EDGE,/12"FIELD WALL STUD SPACING.________----------------------- EDGE/ WALL STORY OFFSETS -------------------------------(FIG 1 4 a)----------------------------------- e3 Fr<d • • GREATER THAN I' Iod tod 6°F- ------- ----- - 4.2 EXTERIOR WALLS' WALL 51=8 GENERAL NAILING SCHEDULE LOADIBiARING WALLS-----------------------------rrAeLE 5)-----------------------------2x_&_-_JLFr_Q_rN V NON -LOADBEARING WAI I--------------------------(TABLE 5).____________ ___ ___ ---L_2x V GABLE END WALL BRACING' FULL WEIGHT ENDWALL STUDS----------------------(FIG 10)._____________ _ _ ______________ __. ATTIC FLOOR LENGTH._________ - - Q FT>W/3 V 15 WSP AT TW-------------------------(FIG 11)------------------------- ------ -- - GYPSUM CEILING LENGTH(IF WSP NOT USED)-___ (FIG IU.---------------------------------- Q FT>0-w 2X4 CONTINUOUS LATERAL BRACE-6 Fr.O.C.(FIG 111---------------------------------------------- AND EAR OR IX3 C=IUNG FURRING STRIPS.IS'SPACING MIN.WITH 2X4 BLOCKING-4 FT.SPACING IN ENO------------ DOUBLE TOP PLATE-,\ r JOIST OR TRUSS BATS._________------------------------------------------------------------------------ • 24"D.C.MAX. • 24"O.C.MAX DOUBLE TOP PLATE STUD SPACING,i-. 8 STUD SPA 11,0 SPLICE LENGTH----______________---------------(FIG 13 AND TABLE 6J-________------------------ Fr - SPSPLICECE CONNECTION(No.OF 16d COMMON NAILS) (TABLE 6)_____________ ________________ -------- In V LOADBEARING W LATERAL MO.OF CONNECTIONS ------ ---------- ---------------------------- 2 NON.LOADBEARIO.OF 16D COMMON RAILS)- (TABLE V • • 6 ,RRG WALL CONNECTIONS 7 1/ DOUBLE HEADER LATERAL 0.OF I&d COMMON NAILS)-___________(TABLE 8)--------- ------------------------------ A LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE W HEADER SPANS--------------------------------.(TABLE W------------------------------I-J-7-0-IN.<11, / SILL PLATE SPANS-------------------------------(TABLE S)------------------------------5__FT (11' \/ MAXIMUM WALL STUD HEIGHI 1 5 ul�� SPACING FULL HEIGHT STUDS(NO.OF-STUDS).--------------(TABLE'3)---------------------------------------- I/ NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE B) EIGHT RAFTER CONNECTION AND WALL EHEATHING aim HEADER SPANS---------------------------------CTABLE SO-----------------------------___________------AFT r. IN.<12' SILL PLATE SPANS.______________ _____ ___ __(TABLE W.___ _________ ______ ____--3-FT-fi-I)IL(12' OUBLIE JACK.STUO_�/ FULL WEIGHT STUDS(No.OF STUDS)---------------__(TABLE w -------- ---------------------------- 96 REQUIREMENTS AT EACH END OF HEADER -- - MINIMUM EXTERICIR WALL 8 EAT14ING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSL-t WEADER SPAN �LIFT " WINDOW BILL PLATE RJLL-44EIGWT MINIMUM BUILDING DIMENSION.(W (Fr.) SIZE I NUMBER OF OPENING 2.____..................... STUDS NOMINAL HEIGHT 01 TALLEST OF -------------------------------------A!=a!(&'a" SHFAT14ING E--------------------------------(NOTE 4).- 1/2 1------------------------------------- IN. Typ -------- --------------------( EDGE NAIL SPACING 'TABLE�O OR NOTE 4 IF LESS)---------------_____,IN. 2-M 132 2 2-2X4 1 ff---- --- ----------- - - FIELD MAIL SPACING.____----- -----------------------(TABLE 0) ------------__-________--------------IN. SEEPAGE 3 Of:4 . .3'. 2-2X4 2 416 198 SWEAR CO RECTION NO.OF Ifid COMMON NAILS) (TABLE 10).------------------------------------- PERCENT FULL-HEIGHTGHT SHFATWINC-----------------(TABLE 10)-------------------------------------X . 4- 2-2X4 2 554 264- - r,ADDITIONAL SHEATHING FOR WALL WITH OPENING DESIGN CONCEPTS)__ _________ _____ 4 E V 2-2X4 3 IS53 330 MAXIMUM BUILDING DIMENSION,(L J 6 2-2Xr. 3 831 3S91 ------------------------------------------------------------ NOMINAL Wjr ------------------k�.Dz V .1� .14T or TALLEST OPENING 2....................................... T 2-2 SHEATHING TYPE______-------------------------(NOTE 4)----------------------------- IN. xs 3 S'10 462 --------------(TABLE 11 OR NOTE 4 IF LESS). IN. • 6. .- 'o 2-2XI2 528 �j EDGE NAIL SPACING.__________---- 4 FIELD NAIL SPACING-----------------------------(TABLE 11)----------7------------- -------------- SEE PAGE 3 OF 4. 5134 (TABLE 11) -------------------------------------- 3-2X2 4 SHEAR CONNECTION(NO.OF 166 COMMON RAILS) (TABLE 11)------------------ -------------------- WT SHEATHING 1,385 (.60 PERCENT FULL-ROG TYP ANCHOR BOLT.A. ST.ADDITIONAL SHEATHING FOR WALL WITH OPENING)&'S'(DESIGN CONCEPTS)-_-__________________----- -ZxIO -12r • WALL CLADDING 11, 4 4 1,524 t t ,.3'X3"XI/4"PLATE WASHER.' -Y RATEDFOR WIND SPEED7.------------------------------------------------------------------------------- WALL OPENINGS - HEADERS 501 ROOFS ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC SPAR TOOL,SEE BEIRS,WEBSITEJ ROOF OVERHANG I-----------------------------------(FIGURE.Iso--------------1-1, Fr<SMALLER OF 2'OR L13 V IN LOADBEARING WALLS TRUSS OR RAFTER CONNECTIONS AT LOAOBEARING WALLS f .4.6 40 PROPRIETARY CONNECTORS UPLIFT.______________________________________-(TABLE 12)-------------------------------------U-24ag-LF LATERAL____________________________________ -------------------------------------L-j3(pj-LF SHEAR._____________________________________-?ABLE 12)-------------------------------------S-_11_.pLF RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131---- ---------------------------T-_2ZIPLF GABLE RAKE OLITILOOKER----------------------------(FIGURE 2o)-------------- Q Fr(SMALLER or 2'OR L12 TRUSS OR RAFTER CONNECTIONS AT NON-LOADEEARING WALLS PROPRIETARY CONNECTORS UPLIFT._______________------------------------(TABLE 141-------------------------------------u-_4MLB. LATERAL COMMON NAILS)--------_.(TABLE 14)-------------------------------------L-1461 a. STUDS AND HEADERS (No'OF ISd r ROOF SHEATHING TYPE----- ------------------------(PER 180 CMR 59.00 AND 59.00)---------------------- ROOF SHEATHING THICKNESS._ ________________ ______________________________________._____ 1/7 IN.>71/16'WSP ROOF SHEATHING FASTENING____________________ ____. (TABLE 2)--------------------------------------------- AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE )HOE, /cvjq JUSTINO RESIDENCE, CUSTOM TWO BEDROOM HOME www,do No; ,9 &com 12-23-14 . J5 •4OF -A WE Designs it JENNIFER LANE Uil W p,,C44 OF DRAWINGS LSA%1S3�N JS=Sg�f�R�PLJAXCE W�ALL W�SIZE AND FBNFOR�OF ALL=�FOOTINGS ALL FOOTINGS-"�BELOW M.STLNE DEPTH. ASS XER (4)vMFT STRuCTUPAL�ENTS�DESIGN A SIZE LOCAL Ew1LOrNG CODES AND�t"Nc BE HELD RESPONSIBLE �T BE O�NW BY LOCAL BOIL CONDITIONS AND ACCEPTABLE HYANNIS, MA.' 43 FOR qfM M U�OF TREVE DRAWINGS TH.coNBT%wcric. PRACTICES OF CONSTFWCTION.vFRIFT DESIGN WITH LOCAL ENGINEER- WRN LOCAL ENGINEER AND BUILDING OFFICIALB. cmfi6B z Z .MW„+i1W1.dKl� : 'virne�o swCt91W aNr xvwow,YID,Nl.o 'tBD.NNi3,T�,II1N1 Nmvac��i.oLLv'wwNoo.o anuarw maw wuxm WN1T.,/O 8G3LL ao eon 31LL aw ao 9NOW�3119 one lO ,'9`W rD lNN7.lN �•MOW cr,w v/ �o r NOg3O aoe 9,r�+aa,renunxLLV [Y) 3l9YJd3OT'ONr eNrnua+DD 9OV NJO�.ia QiNWtHL]G 3B law 3�YlCd]31 aa�3B iDN iru WMJNeO a-'c3,NYNiaaD CNV @OO7 391M9Yid N m 3N V I ��I NN3f Ll 'Nuea Haan aw•uvo+u mrraa mauc�tm+e wwiooi Trr ro aoNuow a�3nOND�Trs dD ueuaDaonaaa ONr azro aor+a to Tn N1M 3A+r'f1rFiD�rva Ta1oMOJvfY.ppYMD.Td wnr�•9wrtlYilD 9GO Gr ^o-,r.s/1 ��oT• er O sl-ssl-Ol j��V/�� C/�� ((/��c,)�pp )/�/qa 3WON �NIlSiX3 31b`J�ON��1 3�N3C11992 ONIlSflf 3�V0S 3•)'dd Ta NMVING N019IA27 310O C%V C`/U u �-=-�c'S!%l�� ° �U o0 SS3a04'v'90f a3011n9 ,o-,LE - .o-,zl „o-,5 ,o-,SI NOIlVAEF13 1HID 4 •soma'aNO LLXYL [� "XI'l NV-ld N00-l� CS Oc4ON� /./ 4XI/ XI" 99V7�1 99t1'J � N �10D 1 'TO^91 s V � 'f•O BXL—> S�°7NIHS O/ ,, � . •vi ra•uwr3n �Nn-- 41NL _____ .o-a ___________ LLXOL 5YX9E LLXOL SAOGV IA-1 ____ •+7NI�137hWI11 � A 69V'19.._F99t 19{._q•t^� N v3av V vaav v X S •OIL �Nllslxa WooaO3a N Inn m = NI�Ooa lnv_Hds �JNIlSIX3 �_ 'JNIlSIU111 III]all nX3 I VN1 IX3 d0HIM g S w - ,o,Y OISN31X3 �. ,O_S b '_ a.• _ b � y ^9.41 --------- � '9Qa9 21N ,0-,9 „h01- ^9 w (1 g- --- XI/SXI'dAJ. - F �6Si• n�I I G V3aV s S310NIM9 O/ - v3av S( ,o-F rF W I N3H011�1 0 0 --- S _ WOOa039 �;O wNn ----- tl13N tD 'JNIlSIX3 O` I V3aV (1� a = 8= ,tol.11 - Y 9l0,0D 9N av - "'�" b ---- --------------- ------ --- ----- Hl,;- - -"------ h- ---'-- ® O LZICYL LZXYL - XI/SXI "d ' �s YIXYL BSVI.7 NWOOa 11WH � v3av e �103 I I N0U VA373 .o . ,O-SL _ • 93-MNIH9 O _ 'Sacra 21N ® VNllslx3 w/5X1•du N'v`1d z100-1=1 VNIlSIX3 NIdOOa 1Tv'H 9NIlSIX3 - 7001-11-1- ' VNlnn 9NIlSIX3 - 0 -- A NWMOo Wolwz) NOIl'VATI3 1NON=l VNIlSIX3 O® /N3H0104 NIOIS 9XL/I XIO/SXI'd WOOa036 r IF H1V'9 .5NII91>G s-nam m3N NOISIAIQ 9NIlSIX3 GD IF s-1-ldm VNI.LSIX3 ®® — {{ A �1 AON [G�Ut1 saga 3�v maZ EXI/SXI •d.LL �, � :�3 L�. si ].I {r►.: b '�NIlSIX3 EzJNIdODa l�VHdS O(y s7NIIS� 318v1SNuIa 30 NMQI ire -•• M M Zia�?S � M 'l L ^r r EXIST. WELL LEGEND ROUTE ze TD BE ABANDONED a9 ° (SEE NOTE 8) 1 38 PROPOSED CONTOURLn �c ' EXISTING CESSPOOL LOCUS TD' BE REMOVED 138 PROPOSED SPOT GRADE SEE NOTE 11) - v — `-Y` — EXISTING CONTOUR P '' EXISTING SPOT GRADE 4 V` ® TEST PIT k1. EXISTINGWATER SERVICE ,. N N � 9 i. D,H,W. EXISTING OVERHEAD WIRES o "°``°5„ `r EXISTING WATER SERVICE " �\ WEST MNN STREET ST EXISTING CESSPOOLS ��P• C'� �j �- O`'' _ 'q"J`:.,:. •sr TD BE LOCATED, PUMIPED ,J V \ _ ��. S'3 3 61 TPA- O � _�• �� R'• AND FILLED WITH SAND: 5 .J t_� � ti LOCUS MAP N.T.S. •\v / .1.2 D Lot 2 3 0' 15,788t S,F, GENERAL NOTES: 0,36f AC, Pro Q �L MQn �Septc = :.. 1. ALL CHANGES TO THIS -PLAN MUST BE APPROVED BY THE LOCAL 1� �7� `.. Tank- ra _ ��._, � � Dc BOARD OF HEALTH AND THE DESIGN ENGINEER. w Parcel 126 v; .r ' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS IN Sewer no. 2 OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR E `�w �� r TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 1s !i a -Y- " T�jJ�T1�r� DESIGN ENGINEER. I off r� u O�o .== ��0�9 ,., ;� �4! Provide ° a o86��J 4 FROM HOSE SHOWN ANY CONDITIONS ENCOUNTERED 5HDALRLINBECREPORTED CONSTRUCTION DIFFERING DTHE EDES DESIGN - G r'4,d�edr. .. C/eanou - ` __ o ,^ T 1 r �� F ENGINEER BEFORE CONSTRUCTION CONTINUES. _ Benchmark Set ` _ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ,. .w t� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF Sewer no. 1 '' THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF Right car, bo t. step � ,�.0.�,,�, •r_ E1,=98,16 (Assumed) INV,=95.70t HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. } _ I> • 7. WATER SUPPLY IS PROVIDED BY TOWN WATER SERVICE. .s 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. PENDING CONNECTION OF 27 JENNIFER LN TO TOWN WATER SERVICE, 9. SEPTIC SYSTEM COMPONENTS SHALL BE INSTALLED AS DESCRIBED IN 310 CMR 15.000 SUBPART C• • raj 10. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE LOAMED AND p • ' ' =W:'J` SEEDED UPON COMPLETION OF CONSTRUCTION. Loco Lion of wa ter service C7 r between house #17 and house 9 ; -,� 1 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY #17B Is unknown. Contractor , ..' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING x . shall verify that the wa ter r . ' CONSTRUCTION. service ties outside the area ; 12. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS of proposed work a t time of l construction: Relocate as req'd. '.' „ IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. r{' a e' . AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). A Mq f f9 r e ` • Benchmark Set ��P Concrete ad r o PETER T• PROPOSED SEPTIC SYSTEM UPGRADE p �` :° McENTEE E1.=9�,52 (Assumed) o CIVIL �, 17 JENNIFER LANE, HYANNIS, MA No. 35109 � s Prepared for: Patricia McClain, 54. Haverhill St. - Apt 1-K, Brockton, MA 02301 q£L'ISSER�� Fssi� NG�� Engineering by: Surveying by: SCALE DRAWN JOB. NO. Ln cL Engineering AVoA& Tkny,4 WarnerP..LS. 1"=20' P.T.M. 245-05 o ; 12 West Crossfield Road 22 Long Road DATE CHECKED SHEET NO. Forestdale, MA 02644 Harwich, MA 02645 01 16 O6 (508) 477-5313 (508) 432-8309 P.T.M. 1 Of 2 i i I - �rvs.v ad p 0.2 VIA JCIP CNIJ r` u _.. _ I '-UISIAIO L Z :Zl wd s t AON clal C/3 Sod o��/t EXIST, WELL LEGEND ROUTE TLC BE ABANDONED (SEE NOTE 8) in 138 PROPOSED CONTOUR �`� ��•`y� EXISTING CESSPOOL ' L1jCUS TO BE REMOVED F138 PROPOSED SPOT GRADE \� \� CSEE NOTE 11� - - EXISTING CONTOUR �1 _ter; —.- . EXISTING SPOT GRADE V F _ f 14,4 ,r-. "mow ® TEST PIT ; WATER SERVICE 5 w • N _r.Y ,r ', -_ , •---", 1,"' EXISTING � I, in L G3 _O,H.W_ EXISTING OVERHEAD WIRES v c 2 No,�n `r/_ 'C� c ',..G'.;-`j`. ,�`�j f/ '`,'.PO,o�� 5-;! -, _,; ZO S6.n\ �• EXISTING WATER SERVICE " r `' .� •, O .�,� �.� - Oy'`�., t - WEST MAIN STREET ST �� `' E < : J'• ^ ;1 r� ''.�' EXISTING CESSPOOLS '�� ` TO BE L OCA TED, PUMPED J� Of- 9 � 10�1 � ;� ^ TP' AND FILLED .WITH SAND, LOCUS MAP N.T.S. ��- Lot 2 - � 1. '- � � _ ,..��.- ,� - , / 11 T 0 -• 15 728E S _ - 4 GENERAL NOTES- 0,36-t AC. i` n '1 .Prop. Ma 27V - - Se" =�:,- 1. ALL CHANGES TO THIS -PLAN MUST BE APPROVED BY THE LOCAL w _ . ;T_ Parce( ��6 � T LI Tank o�l BOARD OF HEALTH AND THE DESIGN ENGINEER. y nth 1? w Sewer no. 2 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS A : 1; . OF THE STATE ENVIRONMENTAL CODE, TITLE V,. AND ANY APPLICABLE INV,=94,20E ��,'ti� LOCAL RULES AND REGULATIONS. �� ::I_, r 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BEEfl CKFILLED.PRIOR4 7° C - TO INSPECTION AND APPROVAL.BY THE BOARD . HEALTH5ND T1 DESIGN ENGINEER. •� 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING fN' LZ �1 j''', Provide ,J ; � c r FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THL"DESIG Cleanou J, = NE B f :i ENGI ER BEFORE CONSTRUCTION CONTINUES. v,g7 Benchmark set - - - - ��'�° - !1 " ,I "�, 5• ALL ELEVATIONS BASED ON ASSUMED DATUM. ' - ""� `} 6• THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILk1RE 0: � Right cor, bo t, step Sewer no. 1 EL 98,16 (Assumed) � -'= INV.=9570.t �� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH -FOR PROPER INSPECTIONS DURING CONSTRUCTION`-- C73_ S fps • ' 7• WATER SUPPLY IS PROVIDED BY TOWN WATER SEVICE. - � 4 _ �j��r. •".� 1 :I;.,1 O d 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. PENDING CONNECTION OF 27 JENNIFER LN TO TOWN WATER SERVICE. ' w 000 9. SEPTIC SYSTEM COMPONENTS SHALL BE INSTALLED, AS DESCRIBED g ti ,h IN 310 CMR 15.000 SUBPART C, 10, ALL AREAS CLEARED FOR CONSTRUCTION ARE TO .BE LOAMED AND • SEEDED UPON COMPLETION OF CONSTRUCTION. Location of water service between house #17 and house 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY #17B is unknown, Contractor THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING shall verify that the water CONSTRUCTION. service lies outside the area of proposed work at time o-P 12. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS r' construction, Relocate as req'd. "I ` IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. F3 x `,' c' �f M f AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). Af e Benchmark set �`�� 9`y Concrete ad 'I,L;; o� PETER T. �� PROPOSED SEPTIC SYSTEM UPGRADE P McENTEE E1.=97.52 (Assumed) o CIVIL y 17 JENNIFER LANE, HYANNIS, MA No. 35109 K.,. Prepared for: Patricia McClain, 54. Haverhill St. - Apt 1-K,,Brockton, MA 02301 �> RcCISZER�� In v, FS5! NG� Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineednlg Teny.4 WurnerPJ.S 1"=20' P.T.M. 245-05 Js 12 West Crossfield Road 22 Long Road Forestdale, MA 02644 Harwich, MA 02645 DATE . CHECKED SHEET NO. . 1 1 (508) 477-5313 (508) 432-8309 0.1/16/06 P.T.M. 1 Of 2 jw s OWNER OF RECORD: + JUSTINO S. REIS ZONE 2 16 ARCHIE ROAD N WEST YARMOUTH, MA 02673 " . �O�t 'c � V�7 FEMA FLOOD ZONE (LOT): In X ' AS SHOWN ON COMMUNITY PANEL: �► #2500010566J (dated 7-16-2014) ASSESSOR'S MAP & LOT: MAP 270, LOT 126 LO DEED REFERENCE: LO a BOOK 26380, PAGE 219 PLAN REFERENCES: U.S.G.S. LOCUS MAP O P.B. 116, PG. 55 SCALE: 1"=1000' a 0k �� QQJ j P.B. 602, PG. 84 01, o��\p �OF j P.B. 293, PG. 26 `� pG EXISTING (3) 500 GALLON U.P.#12fy LEACHING CHAMBERS ❑/H/W __ ❑/H/W ❑/H/W ❑/H/ PER AS-BUILT CARD U.P.#494 oy NOTES: MAP 270 o / LOT 125 1.) PROPERTY IS LOCATED WITHIN THE WELLHEAD PROTECTION �. O OVERLAY DISTRICT. £ GRAVEL �y_ �p EXISTING 1,500 GAL. DRIVEWAY `� � �'I' "'„> SEPTIC TANK I 2.) LOCATION OF EXISTING SEPTIC SYSTEM COMPONENTS ARE '0 moo• SS PER AS-BUILT CARD � o / CONSIDERED APPROXIMATE AND WERE BASED ON SEPTIC AS-BUILT C3y4, G"°r, CARD ON FILE WITH THE TOWN OF BARNSTABLE BOARD OF HEALTH. O srr. F o G MAP 270 e°, `b .31 LOT 126 p 15,727t S.F. EXISTING o FOUNDATION / U.P.#2A 11V G •01 DECK �o tisso 7 Ory RAMP '?' MAP 270 LOT 129 MAP 270 9' 00 o t S- LOT 127 moo' oh PLOT PLAN AT 17 JENNIFER LANE I hereby certify that the lot comers, dimensions, and setbacks to the HYAN N I S MA 02601 existing structure and foundation as shown on this plan are correct and were based on a field instrument survey. Conformance to the Town of Barnstable By-Laws and Regulations shall be determined by the Zoning Enforcement Agent. PREPARED FOR: CAPEWIDE ENTERPRISES ZONING DISTRICT: RB "� PREPARED BY: CH L JC ENGINEERING, INC. REQUIRED EXISTING % F ;% 2854 CRANBERRY HIGHWAY FRONT SETBACK= 20 MIN. 47.9 �� SIDE SETBACK= 10' MIN. 15.0' EAST WAREHAM, MA 02538 REAR SETBACK= 10' MIN. 12.3' I BUILDING HEIGHT 30'MAX. <30' Date Profe ional Land Surveyor SCALE: 1" = 20' JANUARY 13, 2015