Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0111 THANKFUL LANE
l l l �,a„ k��.1 � La_r,e - - --- k S f 1 s i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0M Parcel Oa!2 Application # Health Division Date Issued o! ! Conservation Division .,Application Fee Planning Dept. Permit Fee "'7 A Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 1n1\j Vv_, Village Owner 1 ►w►u y �)4XJe �� 1 1 \c� 1 r Address 1\ •��4�.� Inc_ Telephone 5OR• 3S 1 S 1 a, Cori Ikk 5_ Permit Request roo?- D a° i 5 �NU ST INi any �I(\�-R'�rnrr i W�.r ���r-�Gk-� !'S yh •�a� �5 C/ I� S Square feet: 1 st floor: existing g _ proposed �2nd floor: existing proposed �— Total new Zoning District Flood Plain Groundwater Overlay Project Valuation-S la,0�b Construction Type_ Lot Size Grandfathered: ❑Ye s ,&RIO If yes, attach supporting documentation. Dwelling Type: Single Family ,;� Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes U-No On Old King's Highway: ❑Yes ;KNo -� 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 /A-- First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other IV it t.-Central Air: ❑Yes ❑ No Fireplaces: Existing All New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizool: ❑ existing ❑ new size Barn: ❑ existing ❑ new sized Attached garage: ❑ existing ❑ new sizShed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ s Commercial ❑Yes J4 No If,yes, site plan review# Current Use I, Proposed Use 1V d ll�►� c ' ' APPLICANT INFORMATION `J (BUILDER OR HOMEOWNER) Name P&frz4 Telephone Number Address a� �1cS ✓�o License # �_-5 _ f n/o /S- ` Home Improvement Contractor# S� 02 Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTIN ROM THIS PROJECT WILL BE TA N TO Q & O'S bca`kA QA l� -r S SIGNATURE DATE ( � C)o is— l ` FOR OFFICIAL USE ONLY c APPLICATION# DATEISSUED MAP/PARCEL N0. ADDRESS _ VILLAGE- OWNER '^ DATE OF INSPECTION: - FOUNDATION FRAME i f r. INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Y DATE CLOSED OUT ASSOCIATION PLAN NO. y, Y V 6.a° SoiarCity OWNER AUTHORIZATION Job ID: Location: ► I 1 c.��� ._` �_..,,} (�.t� �- + ,. �� Z 3S I as Owner of the subject property hereby authorize SolarCity Gary - li1C 168572 I .11A Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. rillyc Signature f le Date: MblitR lEti Og""MoM of o4but,loam floaro o!Out nO,,RpueN o'*"51t> a;f14 Ea r CS-108615 w JASON PATRY 821 SMWART DRIVE ' a - Abidgton MA'051 ORiee of Coommer Atkin&13osimm RegedeWo 'HOME UHPROYEMENT CONTRACTOR • , . '� :Regtabatlon: 1tl8672 type-]7� Expbxftn: 3l=IV Supptane1dC SOLARCI7Y CORPORATION JASON PATRY ` 24 ST MARTIN STREET 8LD ZUNI a-•�--, -- , �SOROUGK MA OI?62 UeAerueret�r c?r1t.r�z n f2Jcc� � 1� oft 1s�rrc� c��elll. r� Office of Consumer Affairs &id Business Regulation h 10 Park Plaza - Suite 5170 Boston .Massachusetts 02116 Home Improvement Contractor Registration tion 8572 Registra 16 ` .. Type Supplement Card Explration: 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 f 0 20WOW11 : Address - Renewal ;�; Employment r"' Lost Card flice'of Consumer Affairs&Business Regulation License or registration valid for individul use only. 5 OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: s Office of Consumer Affairs and Business Regulation Registration '68572 Type 10 Park Plaza-,Suite 5170 . . Expi.ratlon:-318/201'7 Supplement Card r., Boston,MA 02116 - SOLAR CITY-CORPORATION 'I , CHERYL GRUENSTERN- 3055 CLEARVIEW WAY SAN MATEO;FCA 94402 ' Undersccretary . lid Not vawithout signature D10 Conlrnonwetarlth of Alassaek=dty Departinmt of Industrial Accidents I emtgress Strce4 Suite 100 Boston,MA 02114:.2017 wlww.massgov/dia Workers'Compensaii1ou Insurance Aflfl&%it!DaiWers/Centraders►ElegtMons lambom TO BE FILED WITH THE PERMITTING AUTHORITY. Apt►llcantInf±ormation Pieese-Print Leglbly- Name(Business►orS4"aoMnatdidtW): SolarC4.Corporation Address: 3055 Ciearview Way City/Stale/Zip: San Mateo,CA 94402 ; Phone# (688)755-2489 Am yortan emploW.Check the appr40atc box: Type of project(required): 1. r Iamacmptoyvrwtdt 12,500 1(� emp dyers(fall e®dbrparitimc).+ 7, ❑Flew coast action 201 am a sale womietor or pnow hip and pava nO employes tvorlddvo far ax al 5. E]Remo&ling a" p aY Lxo IN ;m ao w=kvts'comp.insumm requited j 1[11amahomeownerdai all work sdC pworkers eatrpr,.iamrayteesequired-1� , � El Demolition 4:a l am a ltameuwars sad wilt w hides cmfta wrs to coaduci all work on my property [will `. 10[]Building addition a>s=that all¢AWMtorta cidwr have"Vrkors.'compaasatioa iosumcc orare sde. .I 1.(]Electrical repairs or additions Irroprtetars with ittr nnpSoyecs. . 12.[]Plumbing repairs or additions S Q I am a general,cuntractm and I have hired the soh-cimtrachn Iistad,on the attedwil da;c These sub-aosuractars have employees and(*m workrs x 'Mmp.nraurance: I3.[]Roof repairs Q We are a K❑t other solar panels 6. . corporsalon audits offiears have exeraba their right of exemption pur MCIL c. 152,f l(4�and we have no earploycea.lNo wotkura'mttrp.iaCuteruaregaircd). +Any apglicmt dwi clnhs box it most also tail out the-,Cd u below spotting their W0*M'c RPft.M t paiicy atfonuadoe. t I WftVW"M♦ft saws it"attidavit Micalhtg dtey are doh%all work and then We.oetside.contractms mint wbarit a mw Mdavit srtrrcating Inch. '�rtraaors dtat clrcalc this box auochtsd ae atlelitiatal sheet slwwiag the�c of the sub-oarttaslors attd tie whetter or ant those entlNea 1>avc rx�ioyax. if the eta eotltsamors have anpbvaes,shay mast provide their wdrkcw'comp.policy arm►ber. - !irm as etVlMw"kpivv;d;ngworkasleampmsationiummnceforavemph*wm Sedow is ibe policy and job site mjormalro�. Insurance Company Nwne:American Zurich Insurance Company Policy#or Self ins.Lim#: WC0182015-04 Expitatioir Date: 9l112016 Job Site Addrax 111. Thankful Lane City/su te/Eip; Cotuit,MA 02635 Attach a copy of the woskere cernpeuaation poRW deckratkn page(AG VFspg the pniiey number wed 0pbUtlos date). Failure to m cuxe coverage as required under MGL c.152,J25A is a criminal violation punishable by a Hne up to$1,500.00 atWar one-year imprisonment,as well as civil panities in the form oft STOP WORK ORDER and a tine of up to$250.00 a day agaittsitthe violator.A copy of this statement may be forwarded to the Offlce.oflnvestigations of the DIA for insurance coverage varif ddion. Idakerebyeffiftanderikepatipsandpenalties of prrjurp that the btforinatiati prov ed above is Jrue aril correct. ' ason Pa _ � .September 17,2015 Q rlal use vrrVy. Do►rn!tvrltc bythisama,(a be ompleW by L4ay or town q,(ftclaL City ar Town: Permit/lAccase d. Issuing Apthority(eVtc one): 1:Boat'ri offlea lilt 2.Building Department 3,cdyrrawn Clerk 4 FA etrkal Inspector,S.Plumbing Inspector 6.Other Contact Person: Wrave#: AC'RL7� DnTe(erMmnmmri CERTIFICATE OF LIABILITY INSURANCE W170016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AF19RUATIVELY 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 P0110Y(les)must be endorsed. .H SUBROGATION IS WAIVED,Subject to the terns 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 Neu of such andorsemant(s. PROOUCBR CONTACT MARSH RISK&INSURANCE SERVICES PHONE _.. TTFFgq1Kt.... 345 CALFORNIA STREET,SUITE 1300 :...1IVl CALFOWIA LtMNSE NO 0437163 �VUIIL SAN FRANCISCO,CA 94104 A9PRE8 : ......... Alb!:ShenIlalScott4167438334 : :.:g±strrEgs�aFFORooipcoaer�►Be..... -__._.= NAlcs . 998301-STNO GAWIIE-i516 elsure ltAZwtch American Imirance CwnM 116535 WSURIl:D c. INSURER B � ... .:.:,.. ... .�...... ...... .. .__._ �N/A Sdaraty Corpmatioli - INSURER 4 NIA IPUA 3065 Cworftw Way _�..__.._.. _..-... ... ..............I.. ..._.._.._. Sm MEW,CA 94402 wsuRER o.American zt!och inshaa m Company 142 • rkaureer a •-•-•-- . -—•-- ....._.... ....... MISURQt F COVERAGES CERTIFICATE NUMBER: SEA-0027t38" REVISION NUMBEIC THIS IS TO.CERMFY 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 CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO MICH 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. ILTR I TYRE OF INSURAN rAlS6L Sll N POLICY EFF POLJGY @1LP LBIarS TR A [X 'COMFA ew GENERAL uABN.ITY GLO0182016-0D ON112015 1001/ZM6 EACH OCCURRENCE S.-.._.. ._ 3.0W.000 7 .i tLAIM6•e4ADE n OCCUR PRE 8E D a T� S._....._. 3,000,OM X SIR E260 000 i 1 MFD EXP tMy onepehsort S. p PERSONAL 8 ADV INJIlRY S._.—. 3 000 000 IFI GEN`L AGGREGATE LIMIT APPLIES PER . . - { .• `� GENERAL AGGREGATE Y S 6,000,W0 X POLICY f. J PRO 1.:.. .' PRODucrs-cocaaloPAGG S -- 6.ao6_aoo OTHER. S. . _ ..- ._ A AuromommuAniTY IBAPOIBM7.00 1 09)DIrM5 . MiI2016 ENFRED510LE LOWs 50D0000 X ANY AUTO I 90Oa.Y INJURY(Per person)ALL S x_. AUTOS OVVNED X AS LED; ' I OILY INJURY(Per scaden0 S t --- -- ON X HIREDAUTOS X. AUTOS- I i PROS 1DAhWGEV S I; COdPICOLLDED: S 35,Wo UMBRELLALUIB EACH OCCURRENCE S -- EXCESS LIAR' CLAIMS MAQE i - AGGREGATE S.......... am i RETEISM S D WORKERS cumFEMSAT ON ; IWC018'10.14-00(AOS) 00112D15 109JDI/2016 X Tgn1T€ AND EMPLOYERS'LIABILITY - — -- _ _._....._.._ A YIN ,. VG(1182015-OD MA 09IDlIZD15 �O9AV2016 ANY PRaPRIETOR?PARTNEfUEKECUTIVE ®k 1-- ' { - .� E.L_EACH ACCIDENT S. 1,000,000 OFRWRO NAER ExCLUDED9 - - —._ .._....._ ............. ((Mandatory In N11) -WG DE=TIBLE 5500,D00- E L DISEASE.EA EMPLOYEE S 1 N L�RdI���OND der TIO I . EL DISEASE-POiJCYIJMIf $ _ .._ ......''� DESCOUffM OF OPERATIONS I LOCATIONS 1 VOtCLES(ACORD Ter;AddlBonal Rem ft Schedm%.may Ire aeaehnd If moea space Is raqu4edl Evldem of insmce., CERTIFICATE HOLDER `CANCELLATION SdImCatyCarpMet!an. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055C1ean4ewWay i T14E:.EXPIRATION DATE THEREOF, NOTICE V6&L BE DFIIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIM REPREWATATM of Marsh Risk R Insurance Servkee ' Q 1089-2014 ACORD CORPORATION. All rights reserved. ACCIRD 25(2014101) The ACORD name and logo.are registered marks of ACORD Version#49.2 .0045olarcit y . September 15, 2015 . Project/Job'#:0261840 RE:. CERTIFICATION LETTER Project: - Wakefield Residence 111 Thankful Ln Cotuit,MA 02635 To Whom It May Concern, A jobsite.survey of the existing framing system was performed.by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: 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 MP1: Roof DL.= 13.5 psf, Roof LL/SL 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) ` - MP2:.Roof DL= 10 psf,Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL=10.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check.is not required because Ss = 0.19312 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project;the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. i .. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please.contact me with any questions or concerns regarding this project. to OF.,�� Digitally signed by Kyle Jackson o CKSON Date:2.015.09.15 14:15:16-06'00' 0 CIVIL No,51873 Kyle Jackson, P.E. ADO 9�Q/8iEP� WQ Professional Engineert7ALG T: 888.765.2489,;ext.51520 email: kjackson@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 608104.00 F:C 8041,CT HIC 0632778,'CCHlC 71101486.OC HIS 71101486,HI C1=20770,MA HIC 168672,MR MNIC 120NI3.NJ 1WHO8160000. - 1 OR CCB/80499.PA 077343,TX TOLP 27008 WA CCL:SOLARC•91807,O 2013 Se1,,Ctty.All rights rsserved. 09.15.2015 SolarCityPV System Structural Version#49.2 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Wakefield Residence AHJ: Barnstable Job Number: 0261840 Building Code: MA Res. Code, 8th Edition Customer Name: Wakefield,Timothy Based On: IRC 2009/ IBC 2009 Address: 111 Thankful Ln ASCE Code: ASCE 7-05 City/State: Cotuit, MA Risk Category: II Zip Code 02635 Upgrades Req'd? No Latitude/ Longitude: 41.641049 -70.435364 Stamp Req'd? Yes SC Office:I Cape Cod PV Designer: Eric Scott Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.4g and Seismic Design Category (SDQ = B < D 1 2-MILE VICINITY MAP lobe, MassGIS, Comnionwealth of MassachUsetts • D• Farrn Set-vice Agency 111 Thankful Ln, Cotuit, MA 02635 Latitude: 41.641049, Longitude: -70.435364, Exposure Category:C G� STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary Horizontal Member Spans Rafter Pro erties MP1 Overhang 0.74 ft Actual W 1.501, Roof System Pro erties : S an 1 •& s` k12.18 ft + «>Actual D .w - 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing.Material=-:4,*,0-4 ,",,"Comp ROOFS an 3 r. . TMA'.' . cam , 10.88 in.^2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathin i_ 37 : . Yes ._ r '-.Span 5 11 47.63 in.A4 Board Sheathing None Total Rake Span 13.38 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 1.17 ft : Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.08 ft Wood Grade #2 Rafter.Slo er_,. a 15°4 _ ,L PV 2 Start :: f 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing'- " °'' . r .:... IO, Fullsw�.. ;,...PV 3 Start ff"- N;_ ,3 -'VE �1400000 psi , Bot Lat Bracing I Full PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 3 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.04 14.0 psf 14.0 psf PV Dead Load,_„ .PV-DL ° is 3.0 sfg,..e�. � <j, is-,104 - 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SL1�2 ,30.0 sf,, x 0.7z 1 x 0.7 M 21.0 psf. x 21.0 f Total Load(GoverningLC TL 35.0 sf 38.1 sf Notes: 1..ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2].2. pf_=0.7(Ce)(CO(IS)pg; Ce=0.9,Ct=1.1,I,=1,0 Member Design Summary(per NDS Governing Load Comb CD I CL + CL CIF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location CapacitV DCR Load Combo Shear Stress 41 psi 0.7 ft. 155 psi 0.27 D+S Bendin + Stress ``" °° °T 853' si :` 'T6.9 WX- 1389 psK' Bendin - Stress -12 psi 0.7 ft. -1389 psi 0.01 D+S l'otal L- r " �. , R ,,,•., �.K . gym. oad`Deflection :a : - . 0:4"•.in. 378 6:8 ft. lr P10.84 in. '180 ,0A8 • D+S• 1 [CALCULATION OF"DESIG WIND LOADS MPi Mounting Plane Information Roofing Material Comp Roof PV Syst_em Type SolarCty SleekMountTM - Spanning Vents No Standoff Attachment Hardware Comp Mount Tvpe C' Roof Slop 150. Rafter Spacing "16"O.C. - Framing Type Direction Y-Y Rafters u-rlin Spacing: _ _ X-X_Purlins Only NA'' &: Tile Reveal Tile.Roofs Only NA e ,. Tile Attachment System* ` ' Tile_Roofs Only.- °'` ":• F NAB Standin Seam/Trap Seam/Trap S ac ng SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 WindWind D iesgn Method '4 � Partially'/Fully Enclosed Methods,. . _ �,. ;r "', :-.. �_. _ uaE . Basic Wind Speed V 110 mph Fig. 6-11 Ex osure Cate o _ _.p. _.__.....__g._ry , a' 3 :, ;., y_ ..p .,•.� Roof Style Gable Roof Fig.6-11B/C%�-1aA/B Mean Roof,Hei ht z _ h wm �. .25 ft .. Section 6.2.;, Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic,Factorl°�t . ., 1'00 .. t, �. Section Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance,Factors€rr, 7 :_., 7.�,_r. ITT,,; '-A h, 1.0..- --An. An. Velocity Pressure qh qh 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf . Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig:6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC ,. 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure P p=qh(GC) Equation 6-22 Wind Pressure U „ -21.8 psf Wind Pressure Down 11.2 psf ,ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" MaxAllowable=Cantilever _Landscape _ _ _ 24W NA Standoff Configuration Landscape Staggered Max Standoff Tributary'Area Fes'Trib.}. . _, 17 sf +' PV Assembly Dead Load W-PV. 3.0 psf Net Wind;lJplift at Standoff " T actual 348 Ibs Mr Uplift Capacity of Standoff T allow . 500 Ibs kh ia9 r DCR r � 4690/ t RStandoff emand Ca aci w. 6 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 6511 .ate"• '.�-,a .. N_t - ,� . n t,=R l�!""q� .""r" "".a y,,',"',,"�._' '^I Max Allowable Cantilever Portrait - 18- � T NA,. Standoff Configuration Portrait Staggered Max::StandoffTriburyrea sue.+�r Trib;g ;; `: *.'r 22 sf r, �:.. r'•r. PV Assembly Dead Load W-PV 3.0 psf Net�Wmd,Uplift at_Standoff r ,. : .:.Tactual - 434 Ibs Uplift Capacity of Standoff Tallow 500 Ibs Standoff Demand Ca a ity DCR ".,:, a: : 86.8% 4, _. 49b STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary, MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.16 ft Actual W 1.50" Roof System Properties S`an 1 .a,*; .� 7.57 ft <= -'e OActual D 4v V K� 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Materials' ._ ," ,w.,.. u. 'Comp Roof San 3' ; ' �7 A ."_. 8.25 in.A2 Re-Roof No San 4 S., 7.56 in.A3 Plywood Sheathin :, a * 3$,. ::9 Yes =,a. :, . . San 5.., Al-. Es,,4 u t4,a, I, 20.80 in.A4 Board Sheathing None Total Rake Span 10.09 ft TL Defl'n Limit 120 • ,„. ,. , Wood Species SPF Vaulted Ceiling '"�` No' "" PV 1°Start=a `: 1.17 ftx' �`' Ee-iling Finish 1/2"Gypsum Board PV 1 End 6.75 ft Wood Grade #2 Rafter Sloe . " _ . ., fie 875' Si` Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing ;.., jx "Full ; PV 3 Start,. ; , .. "4.. mW E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading mary Roof Pitch 10 12 . Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.0 Psf x 1.31 13.1 psf 13.1 psf PV,Dead Load t, ,r,. _ �, -PVDL" R n k, 43.0 sf,, 1Cx i1:31 #' 3.9 sf. Roof Live Load RLL 20.0 psf x 0.70 14.0 psf live/Snow Load"T' ` "ALL' SL iz 30.0`-sf s"$ x 0.65 -1 x 0.35 19:5 psf. 10.5 f Total Load(Governing LC TL 32.6 psf 27.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 772].2. pf=0:7(Ce)(C0(IS)pg; Ce=0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+S 1.15 1.00 1 0.71 1 1.3 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 19 psi 0.2 ft. 155 psi 0.12 D+S Bending(+)'Stress' - 421 ijsi,, 3.9 ft'" _° ',1504 psi' 0.28 D+S Bending - Stress -2 psi 0.2 ft. -1061 psi 0.00 D+S Total Load Deflection .:. ..., _ ,. 20,16 in:. .• 738 _ ,4 3.9 ft.,_ 4,�_,, 0.99 in.a 120 Ea. ;..0.16 J� D+,S.. ` - t r [CALCULATION OF.-DESIGN 1NIND LOADS=MP2 Mounting Plane Information Roofing Material Comp Roof POPo System Type ,-'" ? 7777•, 1 _s "~ SolarCity SleekMountT'" N Spanning Vents No - Standoff Attachment.Hardware Como Mount Tvoe C.I Roof Slope 400 Rafter Spacing a Lww - Framing Type Direction Y-Y Rafters Purl_in Spacing X-X Purlins Only'F NA w Tile Reveal Tile Roofs Only$ NA Tile Attachment_System: , "Tile Only, NA Standin Seam/Trap S ac ng SM nly NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design;Method. �- -, v s°. i,,-Partially/Fully Enclosed Method_. Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category - C ^^ a Section 6.5.6:3 s Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height- ' h 15 ft S �6 2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor ° ," i. . Krtj ��-Q � _. *,, 1:00 fa Sectionn66.5.7,Wind Directionality.Factor Kd 0.85 Table 6-4 Importance Factor p I 1:0' : " Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC a -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC W' '0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure P p= qh(GC) Equation 6-22 Wind Pressure U „ -21.3 psf Wind Pressure Down 19.6 psf ALLO_WABLE,STANDOFF SPACINGS X-Direction Y-Direction Max Allowable StandoffS pacing Landscape r .39" MaxAowa- e - n_ dscap: -tevr ` Standoff , Configuration Landscape Staggered Max Standoff Tributary Area " Trib` .:.0 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind;Uplift at_Stando- Tactual -345 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci * it F DCR .,u 4, _ a .,.& '9. ,b 69.0%0' X-Direction Y-Direction Max Allowable Standoff Spacing- Portrait 48" 65" Max Allow__able Cantilever ` ' '-Portrait_ ril-- • _ - - .� 1 �� "� Standoff Configuration Portrait Staggered Max,Standoff Tributary Area Trib 2_2 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind_Uplift at_Standoff; ,, •,_T actual Uplift Capacity of Standoff T-allow 500 Ibs -:�� , Standoff Demand Ca acity '�'' r DCR; s, 7 ,,, �: 86.1%:a� ��,�A �;„� r. 77 7 y�, 7 TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION. Map Parcel Application# YWa Health Division 3 '—?�� .P= Date Issued , e211,51on Conservation Division �l��t�.o��'M� ���eC Application Fee Tax Collector = ' Permit Fee J6 DS`7` Cb Treasurer r Planning Dept. Date Definitive Plan Approved by Planning Board r A Historic-OKH Preservation/Hyannis Project Street Address Village :r— Owner JIV _tV__4 C Address //d al[ f� 4A�v Telephone !qld-0=2 Permit Request 40a _Fuur FL y Olds (j./ Ire i r CL0�Tt—, 6XIStlr'612WK00m yN E-I& C Square feet: 1 st floor:existing 2 00_proposed 2nd floor:existing_ W proposed Total new bo Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type W Q 0 Q Lot Size 6 00 Grandfathered: ❑Yes ❑No If yes, attach supporting?ocumentation. t Dwelling Type: Single Family 11( Two Family ❑ Multi-Family(#units) - Age of Existing Structure 0°� Historic House: ❑Yes ❑No On Old King's Hig ay: ❑Yes �Q No Basement Type: > Vull ❑Crawl ❑Walkout ❑Other c`z ,Y Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) d O s�r Number of Baths: Full:existing-2— new Half:existing new Number of Bedrooms: existing_1 new_ s Total Room Count(not including baths):existing new Z. First Floor Room Count Heat Type and Fuel: ❑Gas 13 Oil ❑ Electric / yp ❑Other Central Air: ❑Yes I No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Ill No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:4 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ = Commercial—Li-Yes ❑No---If yes,-site-plan review-# -- t Current Use Proposed Use BUILDER INFORMATION c-�, Name - Telephone Number SOS 5&19 Address 33 7A} 4 lie✓ License# 6Z> C d, Home Improvement Contractor# o�I Worker's Compensation# 7 —S U Z 0 2 �or ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C3 Oyl-h✓e- SIGNATURE DATE ,2--2 2-6 2 t - FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED R~ MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' F DATE OF INSPECTION: ��B/sue �j�� q�ZSw?�Q � FOUNDATION MOO 00, 30 9 �� o71�5*yE- J)ekj-- OrA- , '� FRAME Ok 8fl 04 0 - IQ l.isF s o�oaSZs -t �yJ3�� . d� /1�`�7i - INSULATION B "10to O7 - FIREPLACE ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �� 3 �-� � • DATE CLOSED OUT ASSOCIATION PLAN NO. =a a T �1►+E T Town of Barnstable Regulatory Services ` '"R'HAM I'E Thomas F.Geiler,Director ''rEc ►`�� Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: Project Address /�� N1 Builder: 6' The following items were noted on reviewing: Reviewed by.- Date:— 1 SZ-0 Q:Fonns:Plnrvw I " The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 .. -www.mass.gov/dia Workers?Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name(Business/Organization/Individual): Ot Address: .35 A-r— City/State/Zip: 0 r F:A,y ,y SMJ Phone.#: ,51. 5)Y7' 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 construction . employees(full and/or part-time):* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. [�Remodeling ship and have no employees These sub-contractors have employees ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• $. 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 contractor;must submit a new affidavit indicating such. ?Contractors that check this box must attached an additional sheet showing the name of the sub-contractors end state whether or not those entities have employees. If the sub-contractors'have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: y �� ��,�� ��� Expiration Date: t 1 IJ ,IA! L a� City/State/Zip: Job Site Address: 0 " 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 ains-and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: Official use only. Do not write in this area,io be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean 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 compliatice with the inMrence 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-conti actor(s)name(s), address(es)and phone number(s) along with their cerdficate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure.to fill in the permit/license number which will be used as a reference number. Iri addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all-locations in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax 4 617-727-7749 wvvw.mass.go,V/dia Town-of Barnstable yP °� Regulatory Services ,P Thomas F.Geller,Director MASS i61� `� Building Division PIED MP'�a b Tom Perry,Building Commissioner 200 Main Street, Hyammis,MA 02601 Office: 509-862-4038 Fax; 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, -improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling mots or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 1�/ � ,�,��' Estimated Cost 0 C� c3 ,Address of Work: � 1!_tWA L � \V Owner's -e LA Date of Application: 0 0 I hereby certify that: Registration is not required for the following reason(s): ' OWork excluded by law ❑Job Under$1,000 QBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS FULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the owner: Ja Date Contractor Name Registration No. OR D ate Owner's Name Q:foims:homeaffida.v Table jm=v(ocaetaaao Psescriptire Fsckso for rase aad Two-F'aasH•itai3edW SuMaIdge 0flua Alt is pals ' ' �'iAXfMcJM . • 1�l� oiLiing raining Wins Watt Fivor Aiserl�r� r Slab •Hentcut R cii Wall Perlradee F.q�dpmcat Etlideac U-valve= A-valuer ' R S*alue &Yslue3 . . • A v31ue� R v'alt�c� _ . Paeage fi7D1 to 6500 Nesting bcgm Dmy� ' IZ°/a• 0.40 3& I3 19 10 Z�otzffi1 1ZY8 4S? 30 19 19 ID. 6 l4torasal • q 13'Ya p.50 31 i3 i9 10 Normal •�- IS% Dab 38 13 Z5 -N/A N1,4. Tt IS% 0.46 38 19 19 10 6 araial U 1�I/A 85 Ma �r 15% 0.44 31 13 23 NIA �AEVS W 13% 0131 - 30 19 19 10 F ]li'l. 031 38 • 13 23 NIA NIA Ncrss�al • Nommi y R8Y. MI 38 1B ?3 1dlA 14 90 AFM z 1$'Jo 0,4Z• 31. 131. l9 10 A lum t130, 30 19 19 10 $ S1AF{T$ 1. ApDRE55 OF PROPERTY. I�, � I� - , SQVARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZ'NG: o #3 DIVMED B•Y'02): q,, �o GLAZII�t4 AREA j — �. SgI,ECT PACKAGE(Q AA e see chart above); ; g OTHER MORE Z-VOLVEI7 Iv�THODS OF DE i 1 G EI�EItG�REQLTIREME2�I S ARE AVAILABLE. ASK.TJS FOR TMS MFORMkTI Ai, . E�TlLD�i G•L�iSPECTDR.p-Fp1�DVAL: . YES:. t�D; q-gor,ns-�oQ3d3a oF1HEr Town of Barnstable * Department of Health,Safety,and Environmental Services _ IAMSTAi314 Conservation Division prFp��'l a 200 Main Street,Hyannis MA 02601 Office: 508-862-4093 Robert W.Gatewood FAX: 508-778-2412 Conservation Administrator MINOR ACTIVITY REGISTRATION Property Owner Telephone number Mailing address �- Project location Map/Parcel# Project description The following minor activities will be reviewed,under Art.27,by Conservation staff instead of the Conservation Commission,as long as they are constructed at least 60' from a wetland resource area or top of a coastal bank. * Pathways 4' in width * Fencing that does not create a barrier to wildlife movement,6"above grade * Conversion of lawns to decks,sheds,or patios that are accessory to single family homes,as long as: -house existed prior to August 7,1996 -alteration within the buffer zone is less then 250 sq.feet. -sedimentation and erosion controls are used during construction * Stonewalls(this does not include stonewalls for retaining wall purposes,grading and/or fill) Signatur Date 7Ya D Reviewed Date _GI Plan Attached(fee charged for plan) Q/WPFiles/Form/MinorAct 77: Skiy , I�0 039039 a� �-�,� JrJ v 6tv I 3, \ 03 f s F. •t• i �� � \ � t 039028 #89 N r. A NOTE:PARCEL LINES MAY NOT BE ACCURATE. The DISCLAIMER:This map is for planning purposes only. It � � parcel lines on this map are only graphic representations of may not be adequate for legal boundary determination or 0 5 tio 10 20 Peet Assessor's tax parcels. They are not true property regulatory Interpretation.This map does not represent an boundaries and do not represent accurate relationships to on-the-ground survey. 'Y, physical objects on the map such as building locations. 1 inch equals 30 feet \ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration...,.-1:08058 Board of Building Regulations and Standards Expiration 8%12/2008 One Ashburton Place Rm 1301 Boston,Ma.02108 Type DBA POWERS CONSTRUCTION ri Michael Powers 33 TARA LANE ` N FALMOUTH,MA 02556 Deputy Administrator Not valid witColft signature 'f � -- ��i ✓fie T�a7�7nan,�aeaf� o�..�oae`ucaetla BOARD OF BUILDING REGULATIONS, ;V' License CONSTRUCTION SUPERVISOR Number CS , 021609 Birthda_te 01J1:011.958 Expires 01/10J20.08 Tr.no: 13906 Restricted00 MICHAEL P POWERS 33 TARA LN N FALMOUTH, MA 02556 n Commissioer j. � 1 ,r Town of Barnstable �FtME 1p� * Department of Health,Safety,and Environmental Services >KsI. Conservation Division 200 Main Street,Hyannis MA 02601 Office: 508-862-4093 Robert W.Gatewood FAX: 508-778-2412 Conservation Administrator MINOR ACTIVITY REGISTRATION Property Owner Telephone number Mailing address Project location Map/Parcel# �Gtz o 1= Vn fhl--e/q x l 3 Project description The following minor activities will be reviewed,under Art.27,by Conservation staff instead of the Conservation Commission,as long as they are constructed at least 60' from a wetland resource area or top of a coastal bank. * Pathways 4' in width . * Fencing that does not create a barrier to wildlife movement,6"above grade * Conversion of lawns to decks,sheds,or patios that are accessory to single family homes,as long as: -house existed prior to August 7,1996 -alteration within the buffer zone is less then 250 sq. feet. -sedimentation and erosion controls are used during construction * Stonewalls(this does not include stonewalls for retaining wall purposes,grading and/or fill) Signatur Date 7 Ya p Reviewed Date _GI Plan Attached(fee charged for plan) Q/WPFiles/Form/MinorAct \ `\ 039039 IL Rk C •\ a� - ` 42 18 03 \ # i \ J a 039028 #89 N A NOTE:PARCEL LINES MAY NOT BE ACCURATE. The DISCLAIMER:This map is for planning purposes only. It �...t--tom...' parcel lines on this map are only graphic representations of may not be adequate for legal boundary determination or Assessor's tax parcels. They are not true property regulatory interpretation.This map does not represent a n 0 5 10 20 Feel boundaries and do not represent accurate relationships to on-the-ground survey. physical objects on the map such as building locations. I inch equals 30 feet i., Town of Ravnstable, ` Regul.atory Services Thma 1.Geiler,b4ractor a4� s Building DiAsion Tom Terry, Bufdfag C®mxWssioaer 200 Maw Stree4 Hy ,MA.02601 .tor!�.barxaatsble.tna.us Of oe. 5 -86Z- o3� Fax. 508-790-6:30 Property Owner Must Complete and Sign This Section If Usmi g A Buildtr f as C3vner of the subject property hereby authorize / '�� � 1 /��`� .s •.i to act on rrry behalf, in all =tten relative to work authorized bythis bi Zding perwat application for, . (Addnss of Job) g� er Date Print N t0 39Vd OIS:Ptd d31NM S1dOdS ZeGbL9680S 9t :01 L00VTC/LO From:Sharon Greenwood At:NorthStar Insurance Agency FaxID:North Star Insurance To:Mike Powers Date:7P9=07 01:06 PM Page i. AllrOdED. CERTIFICATE OF LIABILITY INSURANCE OPID S DATE(MMIDI)NreY) POWEC01 07/19/07 FRGDUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Driscoll-Pearce Ins Agency LLC HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 65 Walnut Street, Suite 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley Hills MA 02481 Phone: 781-431-2500 rax:781-235-9452 �INSURERS AFFORDING COVERAGE INAIC# INSURED National Grange Mutual lns.Co. . INS-PER B: Tray.l.rs Ins :C=all Lin.si Powers Construction �— — -- -mot--— WMike POWers INS_P.ER C. — Tara Lane I INS.-PER0: North Falmouth MA 02556 INS ----�— — INS-REP.E: COVERAGES TH==OLICIES OF INSUPA;.CE LISTED B LOW HAVE BEE\ISSUED TO TH7 fNP,URED UqP IED ABOVE FOR T-EP 1--y PERIOD NC!CATED NOT/JIT-STANDING AIJY BE:4U REM!EN- 'TERnt OP.CONDIT;CN OF AN"C'?NrTACT:,R OTHER CO:UWEIJ?'T:(I-H RESPECT TO WHICH THIS CERTIFI_'ti E WAY BE IS.4�UED OR Wl PER-AIN,THE N:ELIRANICE AFFOR=EC 3_Y THE POL CIES DESCRIBED H=REIN IS SUBJECT TO Ai-.THE TERP,IS,E rCU. IONS FNC CONp!TIO+E OF SUCH r'CLK IES.AG•R= ATE LIM!T9 SHOHYN MAY 4EEN RECUCED BY PA D CL41r.':G. POLICY OL1C•5-EFPEZT�JE-FOLICYEYRRfi'nOlaT—'----------------'— LTR IN$R TYPE OF INSURANCE DATE(MNI:DD!YY) DATE MMfOD.YY) LIMITS GENERAL LIABILITY XVI EX-H OC UR7EN CE 1 1,O O D,000 �----I _ D. owe r FETJT�a------------- A �X{ 7,OWMER_:IALSENERA.LLI.ABILITY MPJ43261 09/20/06 09/20/07 PREPAISES(Eacccu'ence) 11500,000 � I CLA MS MADE FX7 OCCUR I MtED EXP(Any one pereon: J i 10,0 00 X 'per pro) aggregat j t PERSCNPL S.A.D'J N!_R,' 8 1,o0o,000 -- ---- C-=NERALA-,G;E,A_E_i:b2,000,000 - iGEIJLAG5REGATELi'dIT APPLIES PE=: PRODUCTS-COMP/OPAGG I12,000,000 r—�POLICY .LO` .—.—.1�---'— IF JE AUTO-PAOSILE LIABILITY CT - �.., C_'M&INEC=.IAGLE-TWIT J„AIJ 0 (Ea accicent) .-LL::N'NED AI.g03 �-_ BCD L'(IPIJLIF" ff ^CH=DIJLED AU'OS �(Per persor) WIRED ALTO,° - �� - -- 3 BCD L'F IMIJI!R" I 1 iJON-C4'•dJEC RU�OS I � �leer accijerq — _ , PROPERTY DAM,-.GE i — (Peracdi erg a . . GARAGE LIABILITY' AUTO OYLv-EAACCIDE;T- If 41 OTHER T-AIJ Ai TO OIL" AGO 3 i EXCESSIUMBRELLA LIAeIUI - EACH OCCUR7,ENCE $ OCCVR CLAII•;S;MADE I `� - GG GATE ---- i — DEDUCTIBLE ! i R'E-iE\TICIJ WORKERS`COMIPENSATION AND X EMPLOYERS'LIAB!LiTY' B ANY PR�CPRIEIOR(PART\ER1ExErUTVE 7PJUB209X827605 09/08/06 09/08/01 ,ELECCHAC-.IDE\T .1In rJ00 OFF I L.ERMIEMBEP.EXCLUDEC"• E I L.CI�EASE�ES EMPLOYE:- 3100,000 If yes,da;�I'irle Lnder -- SPECIAL iJN:S Deiow E L CI:EASE-POL CY INIT $500,000 OTHER �T ' I I DESCRIPTION OF.OPERATIONS!LOCATIONS/VEHICLES!EXCLUSION'S ADDED BY ENDORSEMENT!SPECIAL?RVVISIONS CERTIFICATE HOLDER CANCELLATION WAT$0m'. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS wRITrEN Watson Construction, Inc. NOTICEITO THE CERTIFICATE HOLDER NAMED.TO THE LEFT,BUT FAILURE TO DO SO SKALL 8 San Saestian Drive #5 O Mark 'Watson 8 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KING UPON THE INSURER,ITS AGENTS OR , Sandwich MA 02563 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Sharon Greenwood ACORD 25(2001108) @)ACORD CORPORATION 1988 I � 5 2 2j�' �'b I Assessor's map and lot number .......................... z.......... SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE 7 WITH ARTICLE II STATE .�..................................Sewage Permit number ... SANITARY CODE AND TOWN QyofTNETo�o TOWN OF BARI ' T ` LE j BAHHSTABLE. i 0 M6 9 BUILDING INSPECTOR ' f a _ APPLICATION FOR PERMIT TO ........ .. ........�....... :..... ....:............. ...... ........ ..................... « TYPE OF CONSTRUCTION ............. ......V .titer'r,.�T%............................. ..................................... ........................... .... ; ... 19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information. �— Location .......... ........ .......... .... ................. ... .....:............... jj ,I. Proposed Use .........f:...... t... `'....... `. .................................... ZoningDistrict ....................���.... ......................................Fire District .................... .....:. ...... ....................................... Name of Owner :r r��4�i�� /.'Address Q . . .. ..... ............ ........... ....... ... ........ ...... .. .... ... .� z 3 �� ................ Name of Builde .C..� �.-.C•••...�,�'"��'�`.`.'........Address ..1...................................1..: .. /Name of Architect ..................................................................Address .I............f..................................J........................... Number of Rooms ..................................................................Foundation ..�... ........ ........................ Exterior ............. ...................F.. ...........Roofing ............. ......... . ..................................................... f Floors .................. ............ ........ ....... ................... .......... .......... . .. .....................:.... ............................. Heating �............�!`........ ..... ........ . umbing .............. ............... ... ........................... 01) Fireplace ,c . ........................................Approximate Cost ..:..... ..0. (1.. ....................... Definitive Plan Approved by Planning Board ________________________________19________. Area / S' 00 Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH '< i;: Ci 5-01 hereby agree to conform to all the Rules and Regulations of the Town-of Barnstable regarding the above construction. r4e,,V� -7 �- () Name 6 Q �..�( L,./•..•- —= 1 Viola, Michael D. . ......No ... Permit for ......'..1/....2...sto.....z7..... single family dwelling ........................................................ .................... Location J-11.....Thankful Lane ................................................ Cotuit ............................................................................... Owner ............14i.cha.e.l..D.....Viol.a.................. .... ...... . .. .. . .... Type of Construction ..........frame ................................ ................................................................................ Plot ............................ Lot ............#10 .................... Permit Granted .....Nay.e*jq..l.............19 73 Date of Inspection J0Z �.27 ..Xo 5PR17" Date Completed 19 • 377 PERMIT REFUSED ................................ ............................... 19 so ..................... . ....................................................... ............................................................................... ............................................................................... ............................................................................... 01' Approved .............................................'.. 19 ............................................................................... . ............................................................................... l���l 'tY�►r' � o 0 � 0 �66 � Town of Barnstable. Regulatory Services Thomas F.Geilea,Director rF�°' ••� Building Division Tom perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wwvr.town.barnstable.ma.us Offloo: 508-862-4038 Fax; 508-790-62,3o C Property Owner Must Complete and Sign This Section If Using A Builder C� 3:1P co J�- wA�CF/FL, � - , as Owner of the subject property hereby authorize 1�24C_IP J L'14", (,,,v 'vcn w to act on my behalf, in all matters relative to work authorized bythis bi&&&perpit application for, . (Address of Job) _ 711 flo,7 Spa er bate Print Nime q;�o�s:owr�fiwrtrssroN Z0 39Vd 9IS:PTd �OiN39 SiWdS L06PLSP809 0b:L0 L00Z/TE/50 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 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 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). 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 Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT ` PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT '' � � �"' PV2 SITE PLAN �. PV3 STRUCTURAL VIEWS i PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES r ` , PV5 THREE LINE DIAGRAM r Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION OF THE MA STATE BUILDING CODE. ELEC 1136 MR 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING '\ MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR k REV BY DATE COMMENTS AHJ: Barnstable , iy / REVA NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) CONFIDENTIAL— THE INFORMATION HEREIN [INVERTER: NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: JB-0261840 00 WAKEFIELD, TIMOTHY WAKEFIELD RESIDENCE Eric Scott CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., TING SYSTEM: �.��' NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp Mount Type C 111 THANKFUL LN 4.68 KW PV ARRAY rig O larCity. PART TO OTHERS OUTSIDE THE RECIPIENTS LES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE ) TRINA SOLAR # TSM-260PD05.18 24 Si-Martin Drive.Building z Unit 11 _ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NNE: SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. 508 331-8512 T: (sso)838-1028 F: (850)638-1029 LAREDGE SE3800A—USOOOSNR2 COVER SHEET PV 1 9/14/2015 (BBB)—SOL-CITY(765-2489) www.Belarcityx PITCH: 15 ARRAY PITCH:15 MP1 AZIMUTH:242 ARRAY AZIMUTH: 242 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 40 ARRAY PITCH:40 MP2 AZIMUTH:242 ARRAY AZIMUTH: 242 MATERIAL: Comp Shingle STORY: 1 Story i PACv O Ir p � �. F AC A Front Of House LEGEND ° �. 0 (E) UTILITY METER & WARNING LABEL - Inv INVERTER W/ INTEGRATED DISCO & WARNING LABELS DC DISCONNECT & WARNING FDC LABELS DC AC © AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Digitally signed by Kyle Jackson LC LOAD CENTER & WARNING LABELS Date:2015.09.15 14:16:10-06'00' M DEDICATED PV SYSTEM METER 3 Q OF O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR s -- CONDUIT RUN ON INTERIOR a .GATE/FENCE CKSO N 3 (E)DRIVEWAY v , CIVIL Na.:$1873 O HEAT PRODUCING VENTS ARE RED ���.c�9FQrsE ` r� i INTERIOR EQUIPMENT IS DASHED MAL B , SITE PLAN N STAMPED & SIGNED Scale: 3/32" = 1' w FOR STRUCTURAL ONLY 01' 10' 21' F J B—0 2 618 4 0 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE WAKEFIELD, TIMOTHY WAKEFIELD RESIDENCE Eric Scott ;,SOIarClty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'�) NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 111 THANKFUL LN 4.68 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (18) TRINA SOLAR # TSM-260PDO5.18 . SHEET: REV DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME L (650)638-1028 F: (650)63B-1029 t PERMISSION OF SOLARCITY INC. INVERTER: 508 331—851 2 PV 2 9 14 2015 (888)—SOL—CITY(765-2489) www.solarcitycom SOLAREDGE SE3800A—USOOOSNR2 � � SITE PLAN / / S1 a 411 S1 12' ' 2yp i /E LBW l01 T-9 Au— 10 SIDE VIEW OF. M P 1 NTs (E) LBW A SIDE VIEW OF MP2 NTS M P1 X-SPACING X-CANTILEVER :Y-SPACING. Y-CANTILEVER NOTES -SPACING*ING -CA 2 LEVE - -. - Mpg X x R Y SPACING Y CANTILEVER " NOTES LANDSCAPE 649 1 • 24r' STAGGERED LANDSCAPE srAGGERECI PORTRAIT. 48 18 PORTRAIT 48" 1911 ROOF AZI 242 PITCH 40 �� ROOF AZI 242 PITCH 15 RAFTER 2x6 @ 16. OC` STORIES: i RAFTER 2X8 @ 16 OC STORIES: 2 ARRAY AZI 242 PITCH 40 ARRAY AZI 242 PITCH 15 C.J. 2x6.@16" OC Comp shingle Comp Shingle PV MODULE f , 5/16 BOLT WITH LOCK INSTALLATION ORDER 7 a. & FENDER:WASHERS LOCATE .RAFTER, MARK. HOLE ` ZEP:LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) r HOLE. - SEAL PILOT HOLE WITH(4) G(2) POLYURETHANE SEALANT. ZEP.COMP MOUNT, C ZEP FLASHING C. .. (3) (3) INSERT FLASHING. F (E) COMP. SHINGLE (E) ROOF DECKING (2) 4. CiC (5) INSTALL LAG BOLT WITH _ CIVIL6®N r 5/16„ DIA STAINLESS (5) SEALING WASHER. _ N0. 18Z3 STEEL LAG.BOLT LOWEST MODULE SUBSEQUENT MODULES IN LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER.. -�. . ) . . ii STANDOFF , STAMPED & SIGNED ., Scale: 1 1/2" = 1' FOR STRUCTURAL ONLY CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: I q PREMISE OWNER -0ES�PTION DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-O26 I H4O 00 'WAKEFIELD TIMOTHY WAKEFIELD RESIDENCE Eric Scott +;� �' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ' - � �.� Oh� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 111 THANKFUL LN 4..68 KW .PV ARRAY ►r ty. PART TO OTHERS OUTSIDE THE RECIPIENT S ORGANIZATION. EXCEPT IN CONNECTION WITH MODULES COTUIT, MA 02635 24 St. Martin DrIv% 9aildln THE SALE AND USE OF THE RESPECTIVE 18 TRINA SOLAR TSM-260PDO5.18 g 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) PAGE NAME: SHEET: REV DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVERTER: T: (650)638-1028 F: (65p)636-1029 SOLAREDGE SE380OA—USOOOSNR2 (508) 331—$512 STRUCTURAL VIEWS PV 3 9/14/2015 (888) —CITY(765-2489) www.salarcitywn GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:NoMatch Inv 1: DC Ungrounded INV I -(1)SOLAREDGE ## SE380OA-USOOOSNR2 -(18)TRINA SOLAR TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2243054 Tie-In: Supply Side Connection Inverter; 3900W, 240V/208V, 97.5%/97%; w/Unifed Disco and ZB,RGM,AFCI PV Module; 26OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38,2 Vpmax: 30.6 ` INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E� 10OA/2P MAIN CIRCUIT BREAKER Inverter T E WIRING CUTLER-HAMMER O CUTLER-HAMMER i Disconnect M t00A/2P 4 Disconnect 3 SOLAREDGE DC+A20A SE3800A-USOOOSNR2 DGMPl: 1x10 ------------ EGC A 1 B Dc+ . N DC- 1 2 (E) LOADS - GND - ---- GND --------- ------ + I -----_ _EGG DC+ . _ GEC ,NGND EGC C ----- MP1,MP2: 1x8 j -- --- --------------------- ------------- G ---t I , N I. (1)Conduit Kit; 3/4'EMT t c EGC GEC 1 GEC TO 120/240V. SINGLE PHASE 1 UTILITY SERVICE 1 1 1 I 1 1 - 1 � PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN . Voc* = MAX VOC AT MIN. TEMP POI2)Ground Rod, 5/8'x 8'; Copper (I CUTLER-HAMMER /DG222NR6 /tl PV ( ) _ D� -�2)ILSCO!IPC 4/0-/6 _ Disconnect; 60A, 24OVac, Fusible, NEMA 3R „ 18 SOLAREDGE ,�300-2NA4AZ5 Insulo ion Piercing Connector, Main 4/0-4, Tap 6-14 NB : PowerBox O'ptimizer, 300W, H4, DC to D.C. ZEP S (1)CUTLER-HAMMER #DG221UR6 nd (1)AWG Q6, Solid Bare Copper SUPPLY SIDE CONNECTION.,DISCONNECTING MEANS SHALL BE SUITABLE Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)CUTLER- AMMER {!DG03ONB -(1)Ground Rod; 5/8' x 8',Copper Ground leutral ICt; 30A, General duty(DG) (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO, 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG/6, THWN-2,Black (1)AWG$IQ THWN-2, Block F 2 AWG#10, PV Wire, 600V, Black Voc* =500 VDC Isc 15 ADC ®�(1)AWG/6, 1HWN-2;Red (1)AWG#10, THWN-2, Red O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp 7 33 ADC �L( ) #6, THNM-2, White NEUTRAL Vm 240 VAC Im 16 AAC O' 1 AWG 0, THNM-2, White NEUTRAL Vmp 240 VAC Im 16 AAC . . , , ,LL...LLL. (1)Conduit Kit;.3/4'.EMT 1 AWG P = P= ( ) � P = P= -(1)AWG/6,.Solid Bare-Copper, GEC. . . , (1)Conduit.Kit;,3/4'.EMT, , , , , , , , , , , , , , , ,-(1)AWG 88,.TH,WN-2,,Green . , EGC/GEC-(1)Conduit.Kit;.3/4',EMT, , , , • . . , . , (2)AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.87 ADC . . . . . , . (1)Cond4it Kit; 3/4'EMT . . . . . . ... . . . . . . . . . . . . . .. . . . . . . . . .. . . . . J B-O 2 6 8 4 0 PREMISE OWNER: DESCRIPTION: . DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: Ac ityCONTAINED SHALL NOT BE USED FOR THE WAKEFIELD, TIMOTHY WAKEFIELD RESIDENCE Eric Scott ���SolarC BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIEM: A'"� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 111 THANKFUL LN 4.68 KW PV ARRAY PART To OTHERS OUTSIDE THE RECIPIENT'S MouuLEs COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE. (18) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 SOLARCIIY EQUIPMENT, WITHOUT THE.WRITTEN INVERhR: T. (fi50)636-1028 F. (650)636-1029 c PERMISSION OF SOLARCITY INC. SOLAREDGE SE380OA-USOOOSNR2 (508) 331-8512 THREE LINE DIAGRAM PV 5 9/14/2015 (888)-SOL-CITY(765-2489) www.Wdreity.com WARNING:PHOTOVOLTAIC POWER SOURCE • . • _ WARNING WARNING ' ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD • ' DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS .•- • . TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • : PHOTOVOLTAIC DC LOAD SIDES MAY BE ENER( EDAND N THE OPEN POS TIONIZED MAYBE ENERGIZED _ DISCONNECT _ • • PHOTOVOLTAIC POINT OF '• ® INTERCONNECTION MAXIMUM POWER- ••- POINT CURRENT(Imp) A _ •,_ WARNING: ELECTRIC SHOCK •, • HAZARD. DO NOT TOUCH MAXIMUM POWER-®V • TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM®V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC OPERATING VOLTAGE V WARNING ' ELECTRIC SHOCK HAZARD too IF AGROUND FAULT IS INDICATED NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POWER SOURCE ••- SECOND SOURCE IS PHOTOVOLTAIC SYSTEM WARNING ..- ..- . • ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS '• CAUTION '• TERMINALS ON BOTH LINE AND ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM •, IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING INVERTER OUTPUT -°" • - ° CONNECTION PHOTOVOLTAIC AC DO NOT RELOCATE • DISCONNECT THISODEVCERRENT • • r r MAXIMUM AC ® A '9 •.• - OPERATING CURRENT so- MAXIMUM AC ® V •'1 ' '• '• • • • OPERATING VOLTAGE San Maw,CA 94402 :� a • • • � a •� « . .•- • �. ' . . mw . d $O18fGty I ®p$olar 9 Technology SO18fClty I ®pSOlaf Next-Level PV Mounting Technology Next-Level PV Mounting Technolo OZep System Components for composition shingle roofs Up-roof " . Growl Zap Zntarlock ,side srowN 11 Zep ca«aPatada Pv Modsdc . - Array Description • — v PV mounting solution for composition shingle roofs OCGMPpTw Works with all Zep Compatible Modules • Auto bonding UL-listed hardware creates structual and electrical bond Zep System has a UL 1703 Class"A"Fire Rating when installed using V� LISTED modules from any manufacturer certified as"Type 1"or."Type 2 Comp Mount Interlock Leveling Foot Part No.85061382 Part No.850-1388 Part No:850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 - Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to 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 Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850A448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zap 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 Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability,of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com.. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf- Page: 1 of 2. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 — — SolarEd a Power 0 timizer $olar " • • C SO�af' • • 9 P Module Add-On for North America P300 /'P350 / P400 SolarEdge Power Optimizer Module Add-On For North America (for6o-ccell : (for�250IPV (for9"ellP e4 ,,.M"*� modules).., - modules) modules)' ( -. _ . . : . . • .. . . )INPUT' 'Alm" P300 / P350 / P400. „ Rated Input DC Power11 300 350 400 W .Absolute Maximum Input Voltage(Voc at lowest temperature) 48 'i - 80 Vdc - ....... - :.MPPT Operating Range............:.........:. ...........- :.48- ................. 60..................._$..SQ......... Vdc .. Maximum Short Circuit Current(Isc) .. 10 .,,•.•.•..,, _.::...•_..,..., •Adc _ - ......... ...................................................................... . .............:.......... ..... .. ..........., Maximum DC Input Current - 12.5 Adc - - _ ................................................................................. . ..................................................... .. ... .Maxmum Efficiency 99.5 .•%• - .................................................. ............I.......... ..................... ...... ... .. �•°,'`�. -Wei hted Efficient - - 98.8 g ..........Y...................::............ .. .: Overvoltage Category r I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - * - Maximum Output Current - 15 ............................................ .... ....... ............................... .... . .... - Maximum Output Voltage - 60 Vdc - . . DURING STANDBY(POWER.OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) r Safety Output Voltage per Power Optimizer 1 Vdc i STANDARD COMPLIANCE. - tt - EMC - FCC Part15 Class B,IEC63000 6 2 IEC61000-6 3 ' F� Safety............'...................... :.... .....:......................IEC62109 1(class II safety)UL1741.... ..... ....... .. .. ... ........ .. - - - - - .RoHS Yes. - - ,I INSTALLATION SPECIFICATIONS - . Maximum Allowed System Voltage: 1000 Vdc ........................... ..:..........:.. :........................................ ........... ..... .... - Dimensions.(W,x.L.x.H)......... - - 141x212x40.5/S.SSx8.34z1.59mm%m -. - Weight(includingcables) 950/2.1 ............................................: . .. .... .. .............. ............. .... ` - - -' ..Input Connector - MC4./Amphenol/.Tyco a' " • - 'Output Wire Type/Connector •• Double Insulated Amphenol.... - - : f .. .........:.........................:... ................. .... .... .. .. - .. Output Wire Length............ ..,.0.95:%30 ...1.2/39.. ..m./ft �. ... ... ........ ......... ........... .... ...................................... ......... .......... .. -..Operating Temperature Range - ..... I„-40 +85/-40-+185........ ......... •C/�F... _ -- ...._....IP65/NEMA4.._.:. - - . ............... ...... ....... - - - r '-Relative Humidity..................:.:. . .:. - . 0 100 ....... .....%... ' '� - - - 1'I Rated STC power aft�e motlule.Motlule al up to a5%power[oleraMeallawetl. � � � _ I - - PV SYSTEM DESIGN USING A-SOLARE SINGLE PH DGE THREE PHASE -;-THREE PHASE ASE �INVERTER . . ;•• -,. .� ' 208V .:. 480V PV power optimization at the module-level ..... Minimum String Length(Power Optimizers) •;8 30. 18 Maximum String Length(Power Optimizers) 25 25. :50 Up to 25%more energy. .:...:................................. ............ _ ........ ... .. — Superior efficiency(99.5%) ""' - .-.e- Maximum Power per String _ .'52506000 12750 W Parallel Strings of Different Lengths or Orientations - Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - """""""'•"•'•"......"""""""' """•• """•' ""• .......................................- """"" - Flexible system design for maximum space utilization - -- -Fast installation with a single bolt '• - - - - _ 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.SOIaredge.u5 �Iv 71 THE 'Tlrinamount MODULE TSM-PD05.18 j Mono Multi Solutions ` DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm - Peak Power Watts-PM (Wp) 245 - 250 255 1 260 . • _ 941 - s r Power Output Tolerance-PMAx(%) - 0-+3 - Maximum Power Voltage-VMP IV), 29.9 -.l 3U.3 _ 30.5. - 30.6 ' NNCTION THE, Tiinam.ount .os Maximum Power Currentc(V)(A) 8.2 8 27 38.1 8 50 ! " _. f - � � PUTE � � Open CircuitVoltage-V«(V) � f, 37.8 � 38.0 � � 38.1 � � 38.2 Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 f - - ws*Auu+r;NaE n - Module Efficiency rfm(%) (_ 15.0 15.3 1 15.6 ( 15.9 - M O D U STC:Irradiance 1000 w/m-,Cell Temperature 25°C.Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. o • 1wo. ELECTRICAL DATA @ NOCT 'I Maximum Power-PM (Wp) {. 182 L.. 166 I, 190 193 . 60 CELL - Maximum Power Voltage-VMP(V) 27.6 ! 28.0 i 28.1 28.3 . . MULTICRYSTALLINE MODULE �aa.3cxaoNnuwNwE Maximum PowerCurrent-IMPP(A)' 6.s9 6.65 I 6.74 6.84 A A Open Circuit Voltage(V)-Voc(V) CCC 35.1 35.2 35.3 L 35.4 - WITHTRINAMOUNTFRAME exuNNaE Short Circuit Current(A)-isc(A) 7.07 I 7.10 1. 7.17 7.27 _ NOCT:Irradiance at Boo W/m',Ambient Temperature 20-C,Wind Speed 1 m/s 245-260W PooS.,$ t312 ,so _ Back View POWER OUTPUT RANGE MECHANICAL DATA h a Solar cells MulticrysTalline 156.156 mm(6 inches) Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6 x l o) v Module dimensions �.1650 x.992 x 40 mm(64.95 x 39.05 x ls7 inches) - 1 y�/.�yA o ■ / v -_..v/ - Weight , 21.3 kg(47.0 Ibs) • _ - Glass 3.2m m (0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY - A-A Backsheet White Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Trinamount Groove - ` - _ s - IP 65 or IP 67 rated - I . 0 A� ■ I�Q'�O - 6 1-V CURVES Of PV MODULE(245W) t J-Box t VS Cables (PhotovoltaigTechnologycable 4.Omm'(0.006 inches'), to.- 1200 mm(47.2 inches) POWER OUTPUT.GUARANTEE 9m = Fire Rating Type 2 Sm 800W/m2 - •. Highly reliable due to stringent quality control z 6m 600W/m i Over 30 in-house tests(UV,TC,HF,and many more) s.- _ As a leading global manufacturer 11��l -,In-house testing goes well beyond certification requirements 4- 100wim, TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic am 200w/mr Nominal Operating Cell - Operational -40-+85°C products,we believe close 2., p 4-C(±2°q Tem eratu a(NOCT) 4 cooperation with our partners - I'm - Maximum system 1000V DC(IEC) - am Temperature Coefficient of P- -0.41%/°C I Voltage 1000V DC(UL) is critical to success. With local o.W to.- 2o.m 30.m bom 1_e presence around the globe,Trina is - Temperature Coefficient of Voc i-0.32%/°C Max Series Fuse Rating i 15A Voltage(V) i i" able to provide exceptional service - .--^-� - Temperature Coefflcient of isc "0.05%/-C to each customer in each market / 1 Certified to withstand challenging environmental O _ __.___ a and supplement our innovative, f Conditions reliable products,with the backing / • 2400 Pa wind load of Trina as a strong,bankable - �--'' • 5400 Pa snow load - WARRANTY .. - -_7 partner. We are committed - - - _ 10 year Product Workmanship Warranty to building strategic,mutually 25 year Linear Power Warranty beneficial collaboration with 1 installers,developers,distributors (Please refer to product warranty for details) 1 - < and other partners as the backbone of our shared success in ' CERTIFICATION driving Smart Energy Together. LINEAR .PERFORMANCE WARRANTY PACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty `,81 ® Modules per box:26 pieces w Y Trina Solar Limited. 3 Add ® r Modules Per 40'container:728 Pierces es f www.trinasolar.com 6100% _ _ _. _� i fffghOl V L II EU-ze WEEE iIrOm o90q, ,.. -. Aq SOIgr'S lirregr Warrant. _ •: CAUTION'READSAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. �CNP4t, o �' ®2014 Trina Solar Limited.All rights resetved.Specifications included in this datasheet are subject to , Tr�nasolar 80% __ ym Tr�nasolar change without notice. Smart Energy Together rears s to is zo zs Smart Energy Together �eon9a� ■Trina standard .. In dustrystandard- - , 4 � Y f E Trinamou TH nt;MODULE TSM-PD05.18; - Mono Multi, Solutions ' DIMENSIONS OF PV MODULE O t ELECTRICAL DATA..STC - . . 25� --.: 255unit:mm 260 265 W - ...c _ 941 Power Output Tolerance-PMAa(%). 0`l+3 IJ � , _ .. ' _ •r JUNCTION. k,. - _ .. . .- THE '.�-. - t` ,(; Boz Maximum Power CutrzenT IMRr((A)M 8.27 N8 37 .. 8050• ' 8.68 4. - , i '"i"r'n mou n _ .. . . . . : .- ,�..Y..... . - :.-._ _ ,,• c e-Voc.-(V) �38.0 38-.1 38.2' 38.3 '� ^ ��,. NAMErurE Open Clrcurt Voltag s - _ L: ^-• _: S Short Circuit Current-Isc(A)� 8.79 8.88 9.00 19.10 _ ,. - NSTALLING HOLf x Module Efficiency qm(%J 15.3 15.6 15.9' _16.2 _ t _ ,_ � � . i _� " - • - ° - :STC:Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AMES according tojEN 60904-3. M D L•. • '� •�-, ''` '' - O � ._. ,'-: ypical efflciencY reduction of 4:5%a1200 W/m'accortling to EN 60904-I.' . - M r1:, g ,ELECTRICAL DATA @ NOCT n .Y Maximum Power-PM (WP) 186 I. 190 m193 197 '' '` s' - Maximum Power Voltage-VMr V) 28.0 1 --28.128.3 28.4 60 CELL w'_T. }. . . mx , - I - I Maximum Power Current-IMPP A. �6.68. W6.74 6.84- 6.93 O _ - :. .. ..-. - - - _ _ T MULTICRYSTALLINE MODULE „ , : _ ',, 60a)I8HOLE IN6 HALE y ... • .' - .. i _•a.... Voc V 35.2 .,35.3J 35.4. 35.5 !' ' PD05:1.8 G - , .. _ .... .. ,., .. ... �. .- .. .. � ,. -. .A� 3-DRAIN HOLE. ..�'. :A '? �Open Circuit Voltage VI .. L,.. p� ..r WITH TRINAMOUNT FRAME' ,'_, , -,�. - r ; . ,... -+- : .,:-:f Short cirai,itcLJrrent n�15� n( J 7.10 � z17 _ 7.v :. . 7.35 $: ( 1 IJ j _ NOCTarradiance at 800-W/m'.Ambieni Temperature 20°C,Wind Speed l m/s.'• 180 812 250 265W Back view MECHANICAL r ' s a t r _ T , POWER OUTPUT RANGE � _, � , ,,' ,Solar cells 1I MulTicrystalline 156.156 mm(6 inches) f a� Cell orientation - 160cells(6xI0). Fast and sim le.to Install411 -throw h dro in'mountin solution ' -- 'F <_ P g P,. - g. 4 Module dimensions 1650 x 992 x 401mm(64.95 x 39.05 x 1.57 inches) „-. -r " -: ... Weight' 19.6 kg(43.12 ibs) . .,.. _ «. . ,. .'. .' .' .. 4-_,,,,»yam. .. .,. , ..-a • � .- s '(• - - .. - �;`- - ' 6 `./V - : - *, �'., - - : .. - .. Glass - 3.2 mm 0.13 inches), h Transmission,AR Coated Tempered Glass _ MAXIMUM EFFICIENCY rWhite ,; Frame a '•Black Anodized'Aluminium Allo i y w h tl for residential.a hcations - Good aesthetics.cs o pF? M eT {1� . . J-Box ?-IP�65orIP67rated: _ ,f. t _ - - .`i•;', Cables. PhoTovbltaic Technology cable 4.0 mm'-(0.006 inches'), rr+ `t ' - - .'t - - s �.1200 mm(47.2 inches) s, 0 3 _ t ' ,.. ,. ." _.K. ;.. IN CURVES OF PV MODULE 260W). - .. ., .,,, .'=.. . .. .-- `,.'. . . . r, Connector �H4 Amphenol POSITIVE POWER TOLERANCE }` [Connector ,IUL1703 Type 2 for Solar City ,. t . .,Hlghly'rellable due to stringent quality control ;a • _ � r � 1 ._-t,.Over 30 rn;house-tests{UV,TC,HF,and many more ' •.k "' 4 ''°° -. As a leading,global manufacturer t •Tn-house testln oes well beyond certification requirements S ? 600w m= t TEMPERATURE RATINGS MAXIMUM RATINGS g9 t s.00 r of next eneratlon photovoltaic .-,_ - € - _-» a -. erat , ;., g P : . � PID resistant . -t- ., 4 ., . ,. :• ._ �, - - '> ,',' • :i a.ao OperatingC II Opera empera - _ products,we believe close ' CSC _:Nominal a 44,C(+2°CJ Operational' Lure(~ao-+as c ` - r „;. Temperature{NOCT) "" (' w. ..- cooperation with our artners : - ' ",°" ` ' : - - =' - Sao - Maximum system }. woov DC(IEC) -f p p a - .. i 'y., Temperature Coefficient of PMAx 0.41%/°C -'-- Voltage ,' 1000V DC(UL) r Is critical to success.With local. .. .- ` presence around the lobe,Tflna IS _ Temperature Coefficient of Voc 0.32%/°C Max Series Fuse Rating 15A. :.;.. _ ' i P g R e able to provide exceptional service r P P Inenvironmentalo - to -zo' fio ao 60 Temperature Coefficient of Isc 0.05%/°C - - to each customer in each market Certified to withstand challenging -^.--- �y and supplement our innovative, COndIhOnS :, ;. ( c..- }.• _. � ,_ reliable products with the backing 2400 Pa wind load e '. of Tnna as a strong,bankable WARRANTY i 400 artner. We are committed • 5 Pa snow load. t,10 •- "^ r P - y - v .' •' �•. CERTIFICATION i' 10 year Product Workmanship Warranty - to building strategic,mutually - •. beneficial collaboration with f.--.. s• : - . ,.`.-� -+ t _ [, 25,Year Linear Power Warranty - > �. installers,developers,distributors «' c 4L its asA (Please refer to product.warrontyfordetails) and other partners as the I backbone of our shared success in i a �,•'" wen .�y.- 1 driving Smart Energy Together. 1 LINEAR PERFORMANCE WARRANTYa ' ® PACKAGING CONFIGURATION i.' EU-]8W EE 10 Year Product Warranty•25 Year Linear Power Warranty -' COM"°�H` Modules per box:26 pieces Tdno Solar L w -- imited _. r ' - Modules per 40'container:728 Pieces 100� - - - www.trinasolar.com Adtlitiopal vo_lu tiz: 9oz a b°M Tiiha solpr's Iihegr - r O Warrant, °' '" �j - CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. 'aOMVATjB ' ■s' C [�//y�j� { - : • - $®p - -C 1/.y' 02015 Trino Solar Limited.All rights reserved.Specifications included in this datasheet are subject}o �r�f1aSU�,/.r. 1: -_ - ._: Y�1�naVOIVrr change W t9 80% . Smart Energy Together ;20 zs ' Smart Energy Together Years 5 10 , IS .,..- . 1. Trina standard Industry standard_ I. _ _ -•. ,. " solar Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US solar=ee / SE7600A-US/SEt0000A-US/SE11400A-US SE3000A-US SE390OA-US SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US (OUTPUT SolarEdge 9980 @ 208V Single Phase 'nve de rs Nominal AC Power Output .3000 3800 5000 6000.. 7600. ' _ 10000.(a1.240y .11400 VA _ .. .. . - Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 109 @ 208V 12000 VA For North America ...... . ........ :.. .. 5450.@24°y........ ...:... .. .:....:.. .io9sq.@24QY„ .... . ....... ... ......... .......... AC Output Voltage Min.Nom:Max.l'I _ 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ...........:. ltageMin.No .Ma.... .........:...... ................................................ .............................................:................. AC Output Voltage Min:Nom:Max.l'I .1 .11 .1 01 SE760OA-US/SE10000A-US/SE1140OA-US 211-24°-264Vnc . ......................................... ................ ................................................ ............................................................... AC Frequency Mi...Nom:Max.l.. 59.3-60' biS(with HI country setting 5. 60:60.5) Hz Max Continuous Output Current..... .....12.5 ...I..... 16 1 .,21,�240V ( ••••25 - 32 48 @ 208V 47.5 A ...... ...42 @ 240V... GFDI Threshold - 1 A . . Utility Monitoring Islanding Protection,Country Configurable Thresholds Yes Yes 1 INPUT "" — """"`q' •"'•••.� -Maximum DC Power(STC) 4050 5100 6750 8100 30250 13500- 15350 W�,. Spverte� .. .... ......... ........ Transformer-less,Ungrounded Yes q2G ....................................................................................................... 1f% 5 Max.Input Voltage 500 Vdc --r_m Teats ........... ............................. ...................................................................... ...........................:....................... Nom.DC Input Voltage ...,••.••„ - 325@208V/.350@240V _.. .•.,•••., ,Vdc.,.. , __„_,. '. •• 16.5 @ 208V 33 @ 208V Max.Input Current(2) .....9.5...... ......13......A..15.5.E 240y..I......18......L. .23....:..L,30.5,�a),240V..L......34.5..........Adc.... ........................................... . re..n t Max.Input Short Circuit Current 45 Adc ........................................... ........................................ .......................... ....... �. t. Reverse.Polarity.Protection - Yes - ................................................................. ................................................... . Ground FaW[IsolationDetection 600koSensitivity Iv Maximuminverter Efficiency,,,....,,, .•,••977 .. .....98.2..... 98.3...........98.3.•,,. 98 ••98 98 h . . ..... ........... ....................... ................)...............I.998 Q.240y..I...... . I.. :. 97 @ 208V ... CEC Weighted Efficiency 97.5 98 97.5 97 5 97 5 rG Nighttime Power Consumption <2.5 - - - <4 W - _.. I ADDITIONAL FEATURES ' - Supported Communication Interfaces RS485 RS232 Ethernet ZigBee(optional). ........................................... ................... ......... ......... ......... ......... ... 1 Revenue Grade Data,ANSI C12.1 Optional") - Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) �!f I STANDARD COMPLIANCES y "`"� ( Safety - UL3741 UL1699B UL3998 CSA 22 2 - ...................... .... . ......... . . Grid Connection Standards .. . . ........... ....IEEE3547:.. ....... ............ .... ...... ... ..... • ........ .................... ..... ........ - -" Emissions - - FCC part15 class B E INSTALLATION SPECIFICATIONS " "• �'�b ..A• i.."�:7#±�fin. S. ;�� i7 size/AWG range ..... 3/4"minimum/16 6 AWG. ....... .. 3/4 minimum/8 3 AWG ,....., r ......... .... . .......... ........... ...... . ............ .... DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ >P 3/4 minimum/1-2 strings/16-6 AWG . . . AWG ranF.e........................ ... .....:.:................................................. .... 14-6 AWG........... .. .. 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 . - -�,:e.•:a,.,, y t ' ........................... . .............................................................. 775 x 315 x 260.............!?trn.... Weight with Safety Switch.•••,•,••,•., ...•.,.._.51.2/23.2.•„•••,• I 54.7/24.7 ........ 88.4/401 Ib/kg . . .... .......................... ........ ....Natural..... ... ......... ........... convection - - Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems NO15e...........::...........:....:..... .........:......:..............<.25..............:.::... replaseabl?)........ . . ... ...................... .. . <50 dBA Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.Max.Operating Temperature -13 to+140/-25 to+60 -4°to+60 version availablelsi) - 'F/'C Superior efficiency(98go Range........... . ...................... ..................................................................................................................................... Su P ) Protection Rating....................... .......................................................NEMA 3R Small,lightweight and easy to install on provided bracket I11P th regional settings please contact SolarEdge support. to A higher current source may be used;the inverter will limit its input current to the values stated. - - Built-In module-level monitoring - - - Pl Revenue grade Inverter P/N:SEnaaA-U5000NNR2 Ifor 760OW Invert-SE7600A-U5002NNR2). - - 141 Rapid shutdown kit P/N:SE1000-M-51. — Internet connection through Ethernet or Wireless - olO0vemion P/N:SEnoou%-US000NNU4(for760OW inverterSE7600A-U5002NN1.14). — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only - Pre-assembled Safety Switch for faster installation C4 — Optional—revenue grade data,ANSI C12.1 RK suns RoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL Www.sol aredge.us SO—EDGE q I: r SMOKE DETECTORS REVIEWED r. IMPORTANT -.UPGRADE REQUIRED REQUIRES THE UPGRADING"OF STATE BUILDING CODE II SMOKE DETECTORS TORS FOR THE E NG AREAS ARE OR DWELLING CREATED. BARNSTABLE BUILDING DEPT. DA NE OR MSLE O X�$T�NC;^ OTE: A SEPARATE PERMIT R�JI FIRE DEPARTMENT DATE. i ASPHALT ROOFING STALLATION OF SMOKE D TORJTHE CTRIC GNATURES ARE REQUIRED FOR PERMITTING EXISTING ERMIT DOES NOT SATIS12 15 REQUIREMEN lASPHALT ROOFING EXISTING. E ixBRDS I I �� •� �,� �� � Ir1Xb 61DING TYP. UC5/1X4 li I ® CNR.BRDS. FRONT ELEVATION . 1 TYP, Ix5/IX4 GNR.BRDS. — i j RIGHT ELEVATION L. CARBON MONOXIDE ALARMS I i MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE 1 k I I i I ASPHALT �_ { ROOFING- I j E 8l EXISTING TYP. Ixe/iX3 — I a l I —° AKE BRDS. 1 e EXISTING RAKE 13.ROS. - RAKE BRDS. _ W/G1 �� TO SHINGLES ANEL ❑ I W/C SHINGLES i -NR.BRDS. NC R.IBRDS. Ell, � ASPHALT ROOFING REAR ELEVATION I I LEFT ELEVATION x � ATE REVISION DRAWN BY PAGE D B °.+GALE STIN64 BEDROOOAND NEW SCREENED PORG4-1. J8 Ides/ CIS L R E L �J _ MR t MRS WAKEFIELD g I e 111 THANKFUL LANE tt`nnl N d DAi(e�Yd LE4VE3 Pftg'M�dER IOEA�OW9/EV.6 FAQ CO:"�'«A'LE I:AIN A2L W EXACT 6 AA IPE�.�GIB^EI1t]YT G1�ALL GQM ESE lQJ1RlaD !!1 ALL FQ711N'�,BIi1L6 IX7Dm GELLY!//iP�?6RN6 VHPEf'D�1M rtlr YEGT d4RNbTMLE KC OYfB' ,AGN/JiC110 GOTUIT MA. 02635 Q cacar.BI/L.DING coDc�ANo ORDlNAAGES A3 OEbGNO MAY NOT BE NELO RE:.PoNE®LE M r BE� ' or k CAL NOR,CGWGVT"AND ACC�TAaLE Iw VERtY7,rmAC a.ELFl4T'T roR DEeixN I,RE xl F'AQ,NG OGt'm17ION1 QQ fQQ 7NE(tlE Q"TJtEAE ORA4Yl.Y.S LXRING 1.11" �TION PRACT14W OF C"nWCTIOK VgN6 C aN WTN LOCAL EP4fiQ . WTN I.Q�IL OY/I�ER AND Q(IILD/N3 dACJ4G6 J - �-TYP.RgamG NEW.. j -' �£XIBT�NG R4WNG �TYP.GLL9TOY • NEW EXTERIOR WALLS EXTERIOR I I. 9" SCREEN PAH�B ' x.^DFF FLooR. DECK II at " DBEAEC40ay0;-_- _EXISTINC NEW-INTERIOR WALLS _ 16'3l5" _s q _- _ L- EXTERIOR YS. Exlarmy a i 2'-S" 5' - .- OB DECK 306 ECK 4RE4 EXISTING WALLS "" "" CTC3 ''"W�DTSBBAE{'aOaYE'- _ - -�. FWG6068-R xEw m SCREENED _ PORCH IN Q n I I cgTUEDR.um ------------------------ —.- I •. - - iI:(1s...���� a ^, - .. - �f i Ie r4I iRe DowN 'l _ 11 i .�`- - I f7 -62'4-131"1 / - 6'-915" _. ___ CB4TEHDEDE MASRIU OEI1--.R '24310 24310 OGL MG. - ------ __ - -- .-- _Qm , 0 EXISTING .GARAGE _ EXISTING ��® HALF I . ! - KITCHEN qb BATH '. `alll I Ii 3'-2' . I' '..EXISTING - I•c ll(il l: E - OLD B M 2'�' T's• p . _ FAMILY � I • - uNEN �. NEW SITT G AREA - --- ------- --- - -- kl NEW F# M/BATH - NEW eE4T II W.I.C. .. - W e• - - - 1124310 24310 I. EXISTING Il PORCH LI � �,� tiy ----- - -. STING G WING EXIST. .: IXI A ENTRY LIVING ;I EXISTING 8 NEW FIRST FLOOR PLAN ^ A. I , e y s i N y , - I MS ATH ���j.I®EXIST. I BATH EATH aom EXISTING '.I I-------- LWEN fi w - ---- ---- -------- --------- _ 1 I". I �v 8 EXISTING SECOND FLOOR PLAN __________________ _ __ ___-----__ MR t MRS WAKEFIELD v INLARGE EXISTING BEDROOM IAND NEW SCREENED PORCH, DATE REVISION DRAWN BY i PAGE SCALE J Ill THANKFUL LANE •�� i va:ro' YlI Des�lg�n�e COTU IT MA. 0263rJ , I �/pVar/(4aE Ci DRAII➢AY.�LEavEe FSaGYiueER�ePAr�vwYicB ltR CA'h°tu•Y�tlMN Att ?l Hutt G�ANO RE/Mlq MOP Act CCVX%OErF FAST/NG6 W Act lQ*"d AVALL ET7EN0 eriOV/riewrznlF I H¢.R1'a rg FOR. rcotoirlowFrwLwofr . 01E�/r/LVl4 AldJ.tILEPTA6cf aJ YERFT eI%CIIRAC IIF1YENre FLR DEIGN h I� I P.O.HOX]A5 .moot/5TLL0 ^.. fu'TQ ME CO/ml71YJN�C1P fQp 7l8ItlF A`1NE11E PRAu1ING6 pR/A(^sL�ra�I/7K PRAr•TKED OF GGW9IA•CT10N.YER/Fr DE9/GN IfYTN LGCAL EAGIMEFV. :rmi..v..^,_..rm....._.•.:—.,_�._..._ :: u.Enr Se:vwa<wcre maan - w,. i A ------------------------------------ EXISTING FOUNDATION WALLS /l B j� 16 i 'n. OU •e. 'e. 'a. •e. — - - -------------- - /// �! ---------------- IS' 4 -------------------------- NEW FOUNDATION WALLS I` _ _ __.. _____._'_"'_________________'-"-• I 8"CONCRETE WALL I d ING CS { Q a ___________ : '3 DAMP PRDOF Ar � NEW Q BASEMENT •m j D 6 GONG.SLAB m , ____________________________________________ �4"TF11CK 2X6 KEY o p o • '— CONC.SLAB Z ' r . a o i FTC vip. coNc.------------------------- -------------------------------------••--------------------------------- a ' ' p i 4 O Q 0 p COMPACTED GRANULAR .1 C� q� 9-1/4"ENG.1 JQIST J 11; PER MANUF.(ABOVE) D EXISTING Foo71NG FOOTING DETAILS 8" CONCRETE WALL i BASEMENT : ' li ;m E I ---- TYP.518,RODS I ----------------------------------------- - „ n: EXISTING t NEW FOUNDATION PLAN - �'Sw" s s' s•sw° TYP.HANGERS 2X- S'e PT 3 Q V a - - - - � � m I II ��OT.�— a DI�2*I0 P7 • m E—�.f :�� o . n o f W N �� it II II �� m ' U a TYP.HANGERS 2X8 PT EXISTING;; _ Z BIDING w IXI671NG - ;: �-• Z_ J 2X2 BALUSTERS a:' 2XIO'e PT 16"O.C. a Q X m I Q 4"MAX.CLEAR SPACE BETWEEN '-' -----'_ O ry O ICE d WATER BEHINDE NAILER - Q Q.W W ° ~ „• 41 i - f ALUM W/FLASHING TOP OF NAILER 1X DECKING TYP. � � '" ' • " HANGE O ------ -------- RS _-- - -- a 3-2X&PT BEAM =-'-'-----------==-----=---==--- :. THROUGH BOLT TO EACH POST '„ --`----'-._'.-----"---- - -- -- - - -- -- - -- - - - - - -- -- -- - 2XB a I6 O.C. Z T Q 4" IAM.B OL 9. U` T TWO 3/ D N WI '$^ � u�� m i >• a '� - POST ANCHOR 1 Tl•P.JOIST HANGERS -'- �a > 2XB PT NAILER BOLTED W-3/4"LAC BOLTS 24'O.C. 1:' U m i X = 1 :a• y SPA DE •; d .o,e _ T' ',e 1 W (� IIC{ IQ� uvF' �.•.aC'e• ID 1 • I e I 0'J FLOOR FRAMING PLAN i EXTERIOR DECK DETAILS � DATE jFmevisioN`DRAWN BY � PAGE SCALE x ✓� ��.�1�ns MR t MRS WAKEFIELD I I INLARGE EXISTING BEDROOM AND NEW SCREENED PORCH. O-I_IS-O� t+ I '3 g- I v4°•r o� i (1,1,1-�',�lil�' 9 Ill THANKFUL LANE I I �1 NHWCYLt1EQoAWW�Cd LEIVEe �K6�e Rearow/tus Fax'cd1T�wJGE tI.Vrf/ALL 2ExLCI em Arm im.WA¢CB4M[F ALL a FOOrntaO OAU FOOM"es..,,,EXID1m EY3crV riPGMfxna YFl¢Fr OEPr+L 1 uENrn.,awT.INErc<c�aw• •�,lS-O'Ll10 1 COTUIT MA. 02635 qq LQ^X errumrz cow Arm aepnu rEa.®arer5ae nar Hor ee Lao�ego�+aev.E .^amreE aerseFmvEn Or s Colz m. •cc�arWX nr�veeffra,azcnae.r.aEmHre are eeeav e� 2I Frae err[e,,Vfr,,W aR are raF LW OF FMW aawwu-v DWNG C4W"rcn rie,,1=e a ea4n 1ae�•svwr amrre wvu exwe Er�n®a. uanr exu.oua�v am erat�s a�cuts f n i q I i RIDGE VENT •� ( ASPHALT ROOFING 2XIO RIDGE 1 .�; 15-ASPHALT PAPER j 2X8 RAFTER8 0 16"O-G. I In"PLY,SHEATHING ° IX8 ROUGH PINE BREATHING �RIDGE VENT if I • 15-ASPHALT PAPER 2XI2 RIDGE - ASPHALT SHINGLES ---------------- I i 2XI0 RAFTERS a 16"O.G. ' �X91.6EArt ' in"PLY.SHEATHING DRIP EDGE IS-ASPHALT PAPER ►�♦ ® r ASPHALT SHINGLES �5"GUTTER It eCREENED R30 INSUL. ^F ! >Z IX3 STRAPPING 1. ASPHALT ROOFING I T/G VERT.DRDS. PORCH in"WALLBOARD - 1 15-ASPHALT PAPER IX8 FACIA i 2x4'-a t6•o.c, d iYP 6X@.L3€AM - - Q _____________ - 1/2"PLY.SHEATHING 1/2'PLY.SHEATHING �0•Teu au^°�•Ku'o ® ; 8400 VENT � I TYVEK WRAP OR EQUAL a•n1 •r•o.o- __ i 1X SOFFIT SIDING IR"WALLBOARD I _ ttBEDROOM w/2"BED MLDG- I 2X4'e.I6°O.G. I D ^T• -•*��- *�^ —TIIFvna -� IX FREIZE RI3 INSULATION SAVE i 1/2"PLY.SHEATHING r DRIP EDGE I - TYVEK WRAP OR EQUAL I 5"GUTTER SIDING 3/4'T/G PLY. i NAILED t GLUED. TYP.HURRICANE TIES ENG. I AYE DETAILS JOIST PER MANUF. M.CMOKIDe].CM OAN 19 INSUL. v -- - IX8 FACIA SIDING 8400 VENT 1 _ IX SOFFIT > v \ , 1-I/2"BED MLDG.\ TYVEK OR EQUAL 1•, 4"GONG.SLAB Q 1 EAVE IX FREIZE _ 1/2'PLY.SHEATHING ... ... ... < - -- XN1 CROSS SECTION (A) yEMN F EAVE DETAILS \1 P� \ SHINGLE STARTER CROSS SECTION (a) COARSE I i 2X6 P.T-SILL ' .o iI/t°X6"BILL REALER o > 2--5 TOP RING 2"CLEAR ' > n 5/8°X12"ANCHOR BOLTS ' a 'o •6'O.C. ° c I 2 SILL1 SILL DETAILS 2-2X8'e RIDGE VENT RIDGE VENT ---R•••M,---H-••A•--N--•N••-k•••Y,---Y---'•--I;• -i'.;. U' U' V O 2X12 RIDGE 2XI2 RIDGE Jp_w `p _ 'U 2Xt0 RAFTERS o 16"O.G. i - AFTERS 16' 0 • eFy. u 15-nASPHAL T PAPER �'PLRY.SHEATHING O.G I ' _ m �0 - - ASPHALT SHINGLES. IS-ASPHALT PAPER j ,` ----------------------- ------------ ----------- ° ° ASPHALT SHINGLES -n-T`I-T-71-11-7 -n IAl- I-v- .1 C•-°, r y 1- ' ii / li; III 11 u Ii n 11 11 n n 11 II II 11 11 II II 11 it 11 II II 11 11 II IY I__ : I Y , D II { �•. •� �' -� 11; III II II II a 11 II II 11 II 11 1i II II II it 11 II 11 II it 11 II II til I �/ �� -li; m, it it n it it it it u II u it -u it u u u n it u it it it it in _ d: m u n u u u n n n n u 11 n u II u n ❑ n u n n n n of 1 ) y(F• M I 1 III 1 R30 INSUL. TYP.6X8 BEAMS I u u n u n u u l IL 111 11 II II. II 11 I I I cc _ c c _-_ i 1 - li; nl n u u u u u u u n u u n n u u n u n u u a 1 1 IX3 STRAPPING u 1 m I u u u n t 1 1 1 1 1 1 n n n u u I 1 1 I I 1 u u I u 1 I - li; I n 1 I _ _ __ __ _ 11 q :r--- -- d -- l/2"WALLBOARD - 1i; -2X12 RIDGE I/2"WALLBOARD MBEDROOM i. u I i n u u n u 1I n n u II u u u u u u u u u ul 1 /- 2X4'e o 16"O.C. W 1 II; 1 11 it I I CAtIffDRAL .. I i I n 11 u u u u u u n n n u 11 a ill 1 IN ATI MBATH 1i; w u n u n u u 1 1 1 RI3 SUL ON l; L'\ 1 1 n n n n u n II II u n u u in „ a r ■•.:e:::;.::;•::;:":;::"r-::;:::;: _:_;:--"'--=:: =: _: _:"' =";=i4 1u a 11 u u n u n n it 1 1 1; m u u 1I u u n u u u u n n n 11 n u n u u n n n 1 TYVEK P O 1 I 01 I I/2"PLY SHEATHING I 11 m u u u u u 11 u n u u u n u u u u u u u u u u u iu 1 WRA R EQUAL 3/4"T/G PLY 11: m u n n n u n n u u n u u u n u n I1 'I u u n u n In SIDING NAILED<GLUED- - - II; nl u u e u n u n II 11 a II n n n n n n n u n u -u n III I - tl; m u u u u n u u n u u u 1 n u n u u n u n u u in I F 2Xt0'e o 16°O.G.•-> -_ _- II; n1 II u u u u u u u n u 1 �.I(- u n u u u n n n u n iu 1 19 INSUL. 9-1/2"ENG.I JOIST _ _ _ - i u n u u is u u u u u u u n n u n u n u n u 1 - li; n n u u n u n It n \ n n u u u n n u n u n n u n 1 • '• " " ° " :; 11; II 11 11 11 11 II 11 II I u u n u n u u II n u u u u II- n --- "'- �J I - > BASEMENT d; n u u II n n n n 11 Yu u u n u u It u it 11 u u 11 11 I1:1 - - .... .-- �__.p_-_8-•-N---11---II---il- A---N---M•--il•--N---B� n u u u u u n u u u u u n n u u u u u n u u u u u j1 n ° 2°CONC.DUET COVER n u u u n u u n u u it u n n u n e u u +1 u u u n u it n - /:' •. / Q I u u u n u u u u n n n II 11 11 11 11 11 It 11 11 11 n 11 11 11 11 II 11 11 II II 11 11 11 11 11 Al It /• ', //// • ° It n n u u n u n u n u n u u n a It u it n u n u n n It F i II II II II II II 11 11 II II 11 II II II II n II it 11 a 11 II II II II �n 11 ROOF FRAMING PLAN 11 it 11 11 11 11 11 11 11 11 II 11 11 11 11 11 II 11 11 11 II n 11 II II 11 II II II 11 11 11 11 II 11 II 11 II II 11 II II It 11 11 II 11 11 i11 II II II 11 11 n 11 II 11 II 11 II ❑ II II II 11 II II II n it II II U II 0 II CROSS SECTION (D) II 11 11 110 YI IV 1111 11 11- 11 11 11 II_ 11 11 11 11 11- II 11 II 11 II 11 11 =Il=Y=Y=L=L=L=JI=A_JI_JI_JI_JI_JI_JI_JI_JI_JI_J1_JI_J1_JI_JI_J1_J1_JI-� v INLARGE EXISTING BEDROOM AND NEW SCREENED PORCH. DATE i�R.VISIO. DRAWN BY PAGE i SCALE MR < MRS WAKEFIELD " e� of ' v<:�o• I j��' t ® III THANKFUL LANE k i I 41 COTUIT MA. 02(035 I nrrc¢eawee csa¢u nre cc.vn+�eec�+•eoe�a9avemee rcwtcc�t�^�uaw wee ru Ewcrag Aa �asaara mvr a�aee ire rcemre vme A"M.e mwJ.ZWFOO eaau naderzes�•>ae Ogyn+. 3? ' p �euu w�Co M w.m aeon WE&. VAa 6 nar nre a•mo�awaveeee wer ae crrsvrm m er torwe Wi 1,1 1 w All weee�ueee 60✓sear erslcr we mEm vm r vfi o •aw i �I(�'' P a ea w eae�saomo Y rcw WE caVonalw rae FOR 7+ff ruF a•n4WaleAuw,Ge querns fwacrrcFe a°cd+eneek�vaesroea`vr aan+tx.ae k�Mse. ¢mr tcre.9?45n�arm erotoma aa•rwate user aarewerAate rra oa•e+ _r / y: PROJECT PARCEL 39 LOCATION / HM9 / FOUND L C A� CO IT �Sp 4? PIPE; C FOUND / �A N / / (40! WIDE) LO U5 NOT TO SCALE % THANKFUL / / R 61 D.': GENERAL N OTES, 150.00 / 1. HOUSE NUMBER. 111 /"DRILL CB WITH 2. ASSESSORS NUMBER: MAP 039, PARCEL 027, LOT 10 HOLE 0001) EL 10134 / 3. _ ZONING DISTRICT RF / LOT 9 4. FLOOD HAZARD ZONE: C cn -- , / w 5. ELEVATIONS SHOWN ARE BASED ON ASSIGNED DATUM. / N / CONC. / STEPS i 48.3• / 4T COVE LOT 11 L / 1 LOT COVERAGE BY EXISTING STRUCTURES 1,960 S.F. 27 000 S.F. 7.3% ,�.t CovEREo 2. LOT COVERAGE BY EXISTING & PROPOSED:.. STRUCTURES, — 2,492 , .F. 27,OOQ -S.F. 9.2% 1 EXISTING' - F."'LSE i is r._ — PR�.S�D GARAGE w _ 3-1 _ °D I CERTIFY THAT THE STR CTURES ARE LOCATED IN FLOOD HAZARD ZONE 34.3• r, CAS SHOWN ON COMMu ANEL NUMBER `250001 0018 D AND THAT µ / Z S < fs Jr, FLOOD AZARD .ZONE C A SPECIAL FLOOD HAZARD ZONE CONCRETE s '� Pl'PGpQSiFD RICHARD � l o a : / YA EGISTERED P F S L SURVEYOR DATE / a �q g � � m FQISTERE so NAIL LAN° APPROXIMATE LOCATION OF EXISTING SEPTIC THE S U TURES SHOWN i. CERTIFY, TO THE BEST;tSF �ulY KNOWLEDGE, TR C TANK t ON THIS PLAN ARE SHOWN EY EXIST ON THE GROUND .y C� D RD m YAR NE. . ` �u,C4 c' be E1sT DATE. , EIRA , gpEI► LOT 10 'ODE ANY Ep`C27 OOOf S.F.�-� , REGI - D PR SURVEYOR IMF , t j t 1 N CERTLF'IED PLOT PLAN SHOWI G PROPOSED 0 0SED ADDITION PREPARED FOR . . TIM WAKEF ELD S28 28 40 E / IN ` �ss.00• . COTUIT M • � PLAN.. DATE. DULY 24, 2007 PLAN SCALE. 1 20 CIVIL ENGINEERING WETLANDS PERMITTING; M0U PARCEL 1 WASTEWATER DESIGN COASTAL ENGINEERING t TITLE 5 PLOT PLANS PIERS AND DOCKS INEEg LAND USE PLANNING COMMERCIAL/RESIDENIIAL 20 0 10 20 40 Swmbp Cq" Cod o7of.Savth wtwn A/osmdxwetts 141 LOCUST ST. UNIT. A FALMOUTH ` MA 02540 508.495.1225 508.495.3229 fax SCALE: 1 INCH'= 20 FEET ' PROJECT NUMBER: -07064 CAD FILE NAME. 07064CPP DRAWN BY. L.M. 7SHEET 1 OF 1