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0204 ANSEL HOWLAND ROAD
6.. V-. _ � � r - . ➢ e - � .. _ fr_ _ � :. rY .<.: i' .• n '� r. �.� e� .vim � j' �. o 4 - - .k .. r�- _ �` i.. �. � � u - „. o � .. .. .. .. w r a .. C a ( " q ., - _ .r c I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued Conservation Division Application Fee sD Planning Dept. Permit Fee �5 •O V Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address c-00 Ic. ` n ma Village AZ I kkc Owner Iv�rC� T� AZ*%CND Address c>-70 4 j�nt:r=,i Telephone �JD�• o�ga.r<s I CC_A-e r Jl c VGA i9- Ua�,3a Permit Request l 6-r- Za e,1S M l`Do�_ 61�_ G 1,Stt it'd C, c S cG� S t h' i nc.c6A w Kmr,c (I-. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District C Flood Plain �- Groundwater Overlay "— Project Valuation bbbc� Construction Type R J Lot Size Grandfathered: ❑Yes .6 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Yes UNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new _ First Floor Room Count He6t Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other /vim L s 3 i 1 Central Air: ❑Yes ❑ No Fireplaces: Existing/Sfl�-New Existing wood/00a11 stove 0 Yes5' No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new sizekt Barn: ❑ exfdting ❑ new e Attached garage: ❑ existing ❑ new size�Shed: ❑ existing ❑ new size/ &Other: 3i ZL Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 4No If yes, site plan review# Current Use�5►Aen Proposed Use �h APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��� O Svc Telephone Number �5D"Z • (s 4b,• 56 ir) Address `a GSM o� License # VL (o v Home Improvement Contractor# Email _73b�&X cuw - Worker's Compensation # [, C)l,L )6 SG� ALL CON,' R1UCTION DEBRIS REEjULTING ROM THIS PROJECT WILL E TAKEN TO cL- D� SIGNATURE DAT / 0�kS FOR OFFICIAL USE ONLY J` APPLICATION# } F DATE ISSUED MAP/PARCEL NO. _ 4 ADDRESS VILLAGE OWNER DATE OF INSPECTION: s Y FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . GAS: ROUGH FINAL FINAL BUILDING Leib, L .•q s- DATE CLOSED OUT ASSOCIATION PLAN NO. y r tMasaathtiuttte belmomant of.public Safety btpafd. i 8' ilkinp R"' watians and Slandaf t ��c+�na+lf CS-108615: . .F I JA"PATRY 821 SUWART DRIVE. Abington MA _ ram,�j��, �'lQrlaitl4t� 0210=019 •. .:iR�.�'OIrgIVwMM r�`; I�l7,LfrRJ� i +*= Office of Coa+umer Affairs&Dominus Regulation HOME IMPROVEMENT CONTRACTOR ` i RoglatMilon: ,1M72 TYIe j' a Expiration: 3/8f1017 Supplement t; SOLAR CITY CORPORATION JASON PATRY a 24 ST MARTIN STREET,SLD 2UN1 } WkBOROUGH,MA 01752 i llodesreerebrq +, Office of Consumer=Affairs bd Business Regulation. 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 - Home ImprovementContractor Registration Registration: 168572 t: Type::' Supplement Card }f Expiration: 3/8/2017 SOLAR CITY CORPORATION ; CHERYL GRUENSTERN -- 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change: Address Renewal scn j e, a_on4-o5ri: e i Employment F_) Lost Card - •� '�/�r• �'nP/ii!!rp/f/rrpl�I r��7�1'...iflfl//lYsI1,`3 .. - . •-41" ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ' '. 'OME IMPROVEMENT CONTRACTOR before the expiration date. if found return to.14 . Office of.Consumer Affairs and Business Regulation ,Registration: 168572 Type: l0 Park Plaza-Suite 5170 `r Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN '►- `�-,..,, �' 3055 CLEARVIEW WAY -- SAN MATED,CA 94402 Undersecretary -Not valid without signature .. a -. . • � Tire Co n>sedtlt ��csa a clurse�ts f Deper&wnt ofU*a*fa1Aa1dejrtr 1 Corns Suite lOD Bosom JIM U1114-x0l9 tn�tgav/Eta 11'orkers'Csmpeiandon houranee AMd*vitr oidblers/Con&=tors/Eicctrid2usN€umbers,'/. TO 6E FfLED WTrH THE PERMUTING AUTHORITY. Auplira>it 7tlforxaletian .._ Dew- WORK Legi!lv Name tausiattsslQt�JiTtditr"j: SolarCi �Co oration Address: 3055 Clearview Way City/StateJZip: San MataOCA 94402 Phone#: 898.765.2489 A"Youcntapplow.ChuktheappmerateSax: Type Qf11[ojlCt{rIQH�[eil :. 12,500 t.�t am a eatptoyer w�h_ �pluYas(raH )• T_ �]Now cQawuction 201 am n Tarr pmpriator or pubmship and have no tMtoyas vmrkieg'logic in 87, ReaipdCl' " aw cap=hy 1Ns%%WkcTi camp kaaance fRWTO-j 3 DI am a tit domg aQ work mysdE f No wedwil amp :ettce rrqurtod.1 t. 9 ❑DCI�i>loR ! I>m a EramcoeTncT and a�bo 10 Bvild re addition caaaeeton w amdeOet all vE~►[k on Ocmua:twall caaaaum either bave.tirodceW compensadw mmrAn.-o offs t•�ti 1€.[ 131= ical repairs or additions pmprictots Witt aaeaTp(ayes 12[IPlumbing repairs oradditions 5[j tam a g owJ cwMcMr wW t twe hied fhe sgmwvuredms tested ba ttte atcmtiedsh et 1313Roof repairs These wtp-�Imee eapptoyees and Baer wartas'comp.;e>scra <]Wa a:e a aoipaadan had peCMCd,a 14.120ther Solar Panels 13"2,$10 and we have no a*gyc s-[No wakes,ash irMara{rCa tegTdted j 'Arm aPplscauat t[tat datvdta box t awst aim taI old the set$on bdowshow Cher worlaxs'wmpmdm polit:p utPoramion. t Hwnewvaaa who-bsait this Adev'a efdaating they aro duiew Wf wodt and that htro otas&tw=ctats Tatar udimit a new aJEdawt md:catmg mh- c ,Coatmoom troth check this box must arjOwd an addidw i skatam ng theme of"A*-C44-act=had slate wbagw or not Rose asT.Wa haft employers Iran; vvartme Polite mm1bcr I NM AN ea�plaryer t tlrt lsprarorafntgnma�kr{sf'tviVeasafion btsurattcefar nw emplogreett Seivw it rhePaC,y=g fqh sfre ittsatranee Company Name: iabert MUtUid f Policy 9 or Self ijn&lrc. WA766DO66265024 Expiration Date: Q2JQ11Q15 Job Site Adtfress; 2,Q��sel Howland Road. Cny/srue/zip. Pnter�e MA 0?632 Attach a espy of the workers't:ompeasation goliey dtdandev pnit(showlag the polity itumber and expiration datael. - Failum to t coverage as n quired tmder;tiiGL c 152,§25A is a criminal violation punishable by a fine up to$1.500.00 afWOr one-yeer irRMX rtm ftL as WC11 as OQ penalties in the farm of a S't1C3P WORK ORDER and.a fine of up to$M.OD a day against the violator.A copy,of tbis ststemeru may be torvvanded to the Office of lrivestieations of tilt DLA for ir1S{]r8tacts . coverage verTu atiost ! e do kereb� y sn&F aw�peaaLfia of pedwy&ad Eire wo'"arioa PStzultrAabave is truce autd rvrrtaat: Dane: -Aujzust 14 2015. ' +ridat rase OWN. Do not ratite In this Mw^to be ronWlded by city orbwa official City or Town: reratitucew Issuing Anthorw(tide arse): I.How of Health 2.'13 Ulag Departmsat 3.City/Tona Clerk 4.Eketrial laspeeior S:Pllaableg Inspector b.Other r Contact Person: Phsat At o zd' CERTIFICATE OF LIABILITY INSURANCE TNT COMMUTE IS MWO AS A NATTER OF INFORM MN ONLY AND©OHFaa ND RN M UPo T MMMTg MXjWL TiBb CiOtT WAM i7M I=AFFNIIIIIAMMY OR MWTM&Y AMM.METEND OR AL7ER THE 00VMtAff AFFMM gY TFIE P0ums BEtJ?Yf- Tm C8mF=T8 OF Bt,SilRAW= POW HOT come!rum^COl9TAACT BE=YY)I m THE f8 mG tueumaft Aunmpt1B_d ITATM OFtPFMUCM AND 7MtEIRfItCATE HOL.QF2 5111PaRT : Rto cwtWomb heeler is ate ADDMONAL IIgURm am pawbo rmm M OndeMd. N GUMKMTKW is VfAIYEq to the temw md,cmullft1cm of tlm PAY,0042W P May Jaqutro m eadwseewrd. A efthoent as tl&eexMado dam Pal em l6r rlyW to Ow csryBgBOVID bolder In itse cfaur a Jiy ARo° WIA�1[ YIdIIRAIdI CAIIEYAL1C8f�Rd M9i 151 :re JL PM AWcW0•GA 941D( _C01fERA0E NAM 8 i-1 6 -14f."i oaf A•L6*Mlk d FfthWW"fOOV S18teiED .. 4W, - y� INHMf�iG: WA SO M90.0k COVERAM TE NUMBER: N!!M4 THIS IS TO CERM THAT TK PCUCIW OF INSURANCE L1S=MUM HAVE SEW HMUED TO THE tM URED HA M M ABOIJE FOR THE FMWY PERIOD INWATM WUT MWWIMDM ANY REQUntI 1 M,TERM OR OWDI'RON OF ANYCOMPAOT OR OTHEtt DOCL9MENT YNI H RESPECT to Mcm 1"s LOMM=MAY BE JSSUW OR MAY PERTAIN,TtW I!'ISiIRANCE AFFORDEA 6Y 7W POLICIES pEMMM HEREIN IS SUBJECT 10 ALL THE TEU% QCCWWW AND(ONDiftOKS OP SUCH POUW. .1I1WS WOWMI WAY NAVE BEF.pi RECUM BYPAID MAW. ADDL itPEOFta 1JMetS • A eF3UE6ALlLIVBMTY MIMIC . fterm EACHOCCt9tN910E i 1A06,900 X Ctf> R�tJs�JA4ttAEYLJTY t00.O06 Qoam WSW k"mpamr@ 6 ..__ 1 !'e>�OtV1U.tcAW rirailKif i -... 1 _ tiA�Rd(�A'Ik i 6B4LAGMVMTELWTAPP1.MPER J+Ra011C1S.CGAdPlDRAGC S' XMR X LC{; $ A ALFWMI)97tEiJIUNUry 1-0 6G29.OU �IQt)ZOt4 S {RO g AWA - : - YeJAJav IP«panonl ALL0 A 60GILY111JJRY�pKgp�tidgaQ i R HgMAVtGS M NMt�it�6AYGJED : X ttlJatJoro�e COAPICO[i»� a i1,00DJiiaJt) . . . et�.lA Me � occur - EAl7f 0 3 . a=utta EllaeJoeaJrr # 0=0114 smTu B t3VART E ECUM Je►a lm..86I.OB&2B50Di(IMI} ' 09RIM4 ow011�i5 >=LIAI�►aCCIdE�JT i S I1+I7N ;9NCQEOilCI19LE835p000' as sE-EAERI _ WON e e;egrabawwer P1eDiiOFOPEitA1�N6ft.00A1fOiItJVSeCLF�plftxhA�tei.AflAllo�tiRMmAs9d�o�iar,llrieMa��fi�sOJ ' f.Yfdesw»ONt�Cs. CERMCA7E HOLDER CAldCi i4 TM � 1fIfD17iq AM"QF71E'A9PYS DE3GR61ED PP�LL9�G1�CB.R�BRFORE TW EBPNUM M WE 7HERWF. NOTICE WLLL W W $Ik�eO•CJ1944� � :. AE�CORDANG8WU11tYlIEpOLICY�. AJrMMM A" ouJeexaenrJaceeearJaw Saw Ow ffirloh 019 -21140 A 0PA GORPOWIC M. AH fig nWWVed. ACM 16 WIlIft) The APOM rnrno rnd hBo aft ftafth We Noll oP ACORD' �X 2A�ROo '.Version#48.9. ..,,SOlarCit „ e OF August 13, 2015 - o�� N G Project/Job#0261666 °;• a g RE: CERTIFICATION LETTER .. 1 L Project: Homem Residence 90,E s ,S 204 Ansel-Howland Rd 6 Centervil, MA 02632 NAL 08/13/2015 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= 9 psf, Roof LL/SL= 21 psf(Non=PV Areas), Roof LL/SL 21 psf(PV Areas) - MP2: Roof DL= 8 psf, Roof LL/SL= 21 psf(Non PV Areas), Roof LL/SL= 14.1 psf(PV Areas) n . MP3: Roof DL= 8 psf, Roof LL/SL = 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1;. Seismic check is not required because Ss 0.19069 <0.4gand 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 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. 41> Please contact me with any questions or concerns'regarding this project. .. Digitally signed1by Nick Gordon Date''.2015.08 1315:55:51,.-07'00' 3055 Clearview Way San Mateo,CA 94402 T(650),638-1028 (488).SOL-CITY, F(650)638-1029 solarcity.com' .AZ R00243771'CA CSLF3 888104,C0 EC 8041„GT H1C.0632778,DO HIC 71101486,:DC HIS 71101488.111 CT-20170.MA HIC 168572,!4D MHIC 128948,NJ t3VHO6160600. OR CCE 184496,PA.077343,TX TDLR 27006,WA GCL;S61-AR0491907.02013 So18rOiry:A6 nghtd reserved, 08.13.2015 SolarCityPV System Structural Version #48.9 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Homem Residence AHJ: Barnstable Job Number: 0261666 Building Code: MA Res. Code, 8th Edition Customer Name: Homem, Marco Based On: IRC 2009/ IBC 2009 Address: 204 Ansel-Howland Rd ASCE Code: ASCE 7-05 City/State: Centervil, MA Risk Category: II Zip Code 02632 Upgrades Req'd? No Latitude/ Longitude: 41.667078 -70.369047 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Colby West 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 = 0.19069 < 0.4g and Seismic Design Category (SDQ = B < D 1 2-MILE VICINITY MAP 10 10 41* ,AO- A S- MassGIS, ComnfPnweaJth :iIOEOEA, D• Farm Service Agency204 Ansel-Howland Rd, Centervil, MA 02632 Latitude: 41.667078, Longitude: -70.369047, Exposure Category:C t, STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MP1. Horizontal Member Spans Rafter Pro erties Overhang 0.57 ft Actual W 2.00" Roof System Properties San 1 y 13.43 ft •s: <-Actual D 8.00" Number of Spans(w/o Overhang) 1 San 2 Nominal No Roofing Material Comp Roof, .. -.Span 3 M""' A"' "`16.00 in.A2 Re-Roof No San 4 S. - 21.33 in.A3 PI wood Sheathing Yes v4 4 San 5 s, 2, f- I w _ 85.33 in.A4 Board Sheathing None Total Span 14.00 ft TL Defl'n Limit 120 Vaulted Ceiling No, PV:1 Start ` :, 1.67 ft Wood Species' R `SPF`' " Ceiling Finish 1/2"Gypsum Board PV 1 End 13.67 ft Wood Grade #2 Rafter Slope 250 PV 2 Start K ,_ yr,.Fb 875 si Rafter Spacing 16"O.C. PV 2 End F,;. 135 psi Top Lat Bracing Full a PV 3 Start ; ,;, . E 1400000 si' ' Bot Lat Bracing I At Supports PV 3 End E,„i,,, 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.10 9.9 psf 9.9 psf PV Dead Load PV-DL 3.0 psf., .: x 1.10. 33 psf Roof Live Load RLL 20.0 psf x 0.93 1&.5 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 1 x 0.7' 21 0 psf °° a x 21.0 psf Total Load(Governing LC TL 1 30.9 psf. 34.2 pcf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf.=0.7(Ce)(CO(IS)p9 Ce=0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL(-I CF Cr D+ S 1.15 1.00 1 •0.63 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress .25 psi 0.6 ft. 155 psi 0.16 D+S Bending + Stress p .576 psi 7.3 ft.,.. 1389 psi, "0.41 D+.S",-' - Bending - Stress -5Psi 0.6 ft. -880 psi 0.01 D.+S . Total Load Deflection `0.34 in. 526 ` '" " G7.3 ft.' 11.48 in 120 4. , 0.23V ,D;+S=, ".. [CALCULATION OFDESIGNTWIND_LOADS�MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type�.. .. .: n w SolarCity SleekMountT" Spanning Vents - No _ Standoff Attachment Hardware 7 ' . 'Como M 6—un f Tvoe C Roof Slope 250 Rafter Spacing O.C. Framing Type Direction Y-Y Rafters Purlm Spacing' "" X-X Purlins Only. NA _._.__ ._ Tile Reveal Tile Roofs Only NA - �. v Tile Attachment System Tile Roofs Only A NA Standin Seam ra Spacing SM Seam On NA _ - System - Wind Design Criteria Wind Design Code ASCE 7-05 WindWind D iesiesgn Method 7 _ �. �,7 Partially/Fully_Enclosed Method 4 Basic Wind Speed V 110 mph Fig.6-1 Exposure Category C_ Section 6.5.6.3 Roof Style Gable Roof Figg6-11B/C/D-14A/B Mean.Roof Height. h ti '15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor — Krt_ _ 1.00 Section 6.5.7 _ w._w Wind Directionality Factor Kd 0.85 _ : Table 6-4 Importance Factor I - 1i0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V-2)(I) Equation 6-15 22.4 osf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC -D p .0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -19.5 Psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" - 39' Max Allowable Cantilever -_ k_ Landscape 24" Cnfi uration Landscape Staggered Standoff o Mai Standoff Tributary Area ®. x Trib _ ITsf LL PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at_Stan doff_ �fiT actual313 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR _ - 62.7% Y X-Direction Y-Direction Max Allowable Standoff Spacing Portrait q V� 48" 66" Max Allowable,Cantileve_r - - Portrait - t w 20" ''__ NA Standoff Configuration Portrait Staggered PV Assembly Dead Load W-PV 3.0 psf Net:Wind Uplift at Standoff T-actual -393 Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR _w.78 5% _R. m STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties . Overhang 0.57 ft Actual W 1.50 Roof stem Properties , San 1 = ..14.97 ft Actual D 7.25 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Cohip Roof i� ,=5 an 3 3 ' t A 10.88 in.^2 Re-Roof No Span 4 S. 13.14 in.^3 - Plywood Sheathing "Yes` San 5 I n 47.63,hA4 Board Sheathing None Total Span 15.54 ft TL Defl'n Limit 120 Vaulted Ceiling No _ PV,1 Start :: "1:67 ft: 'Wood'Species ' `` SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.58 ft Wood Grade. #2 Rafter Slope 300 PV,2 Start a Fe` 875 psi Rafter Spacing 16"O.C. PV 2 End FV 135 psi Top Lat Bracing Full' PV;3 Start r, 1400000psi _. Bot Lat Bracing I At Supports PV 3 End Emig 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.15 9.2 psf 9.2 psf PV Dead Load PV-DL" p 3.0 psf ,n, n x? 1t15 ,. .4.t, -. v 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 1TO psf Live/Snow Load LL SLl Z 30.0 sf4` "` x 0.77 1 z 0.47' '21`O psf '" " '^ 14.1 psf, Total Load(Governing LC TL 1 30.2 psf 26.8 ncf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2]'2, pf=0.7(Ce)(CO.UJ p9; Ce=0.9,Cr=1.1,Is=1,0, Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.36 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacitv DCR toad Combo Shear Stress 33 psi 0.6 ft. 155 psi . 0.22 D+S Bending + Stress " 916 psi _' _° 8.1 ft 1389 psip 0.66, x %�D,+.S�, Bending - Stress -8 psi 0.6 ft. -494 psi 0.02 D+S Total Load Deflection 0.81 in. 256� "8:1 ft."' `} ' 1.73`in:' a " 120' ,"m, `0.47 _ w D+S ;;1 - - _ [CA_L'CULATION_OF DDESIGNTVUIND LOADS_=MP2 Mounting Plane Information Roofing Material Comp Roof PV.Sy_stem Typed - - SolarCity SleekMountT" Spanning Vents No Standoff Attachm t Hardware _ .F Como Mount Tyne Roof Slope 300 Rafterpacing_ 6O.C. ;.1 " Framing Type Direction Y-Y Rafters Purlin S..pacing. >: X1X Purlins Only NA y Tile Reveal Tile Roofs Only NA Tile Attachment-System, z o Tile Roofs Onlyi Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 - Partially/Full Enclosed Method Wind,Design Method y`_ Basic Wind Speed V 110 mph Fig. 6-1 ExposureyCate9o_ry �, � y s _ C `"_' _ Section 6 5.6.3 Roof Style Gable Roof Fig.6-IIB/C/D-14A/B Mean Roof Height :, h .,. _ r; 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ.. 0.85 Table 6-3 Topographic Factory = -- KrtV„ , •{ 1.00 Section•6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor-. :, � I a .,.�"'f 4 4w ,: 1.0 ry. Table 6-1' Velocity Pressure qh qh 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 - Fig.6-11B/C/D-14A/B Ext'Pressure Coefficient(Down)' GC w 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U „ -21.2 psf Wind Pressure Down 19.5 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" Max Allowable Cantulever ,_ Landscape _ µ 24 1 NA Standoff Confi uration Landscape Staggered Max Standoff Tributary,;Area - Trib ' 17 sf- PV Assembly Dead Load W-PV 3.0 psf Net Wind;Uplift at Standoff _ T-actua ,.344 Ibs Uplift Capacity of Standoff T-allow 500 Ibs tr - —,� Standoff Demand Ca aci DCR '" 68.80o X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 66" Max Allowable Cantilever ye �-�r+-.a-- ,Portrait Standoff Configuration Portrait Staggered Max Standoff Tnbuta Area ,_,Trib,M, _ 22 f ry PV Assembly Dead Load W-PV _ 3.0 psf Net Wind Uplift at Standoff � T-actual - _431 Ibs - _ .- _- - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci v o DCR 86A% Y STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.57 ft Actual W 1.50" Roof System Pro erties "'S arri �-16.30 ft , Actual•D t #.7.25",r, Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof, .,tSpan 3 10 ^88 in 2 Re-Roof No Span 4 . SX 13.14 in.A3 Plywood Sheathing Yes San 5 • :. i ,: :IX, _ .. 47.63 in.^4 Board Sheathing None Total Span 16.87 ft TL Deff'n Limit 120 Vaulted Ceiling No PV 1 Start 2.83 ft "s Wood Species SPF# • -x Ceiling Finish 1/2"Gypsum Board PV 1 End 15.92 ft Wood Grade #2 Rafter Slope 200. PV,2 Start Fti `"875 si Rafter Spacing . 16"O.C. PV 2 End FV 135 psi Top Lat Bracing 4 Full - PV 3 Start ,. .x rt r . .E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin. 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV Dead Load PWDL ,. 3.0 psf x 1:06 1, 12 psf u7 Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL S012 =� .30.0 psf„ x.0.7 _I x 0.7• 21.0 f F 21.0 psf Total Load(Governing LC TL 29.5psf 32.7 psIf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure,7-2] 2. pf=0.7(Ce)(Ct)(IS)py Ce=0.9,Ct=1.1',I5=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.35 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 45 psi 0.6 ft. 155 psi 0.29 D+S Bending(+)Stress 1314 psi 8.7 ft__ 1389- s,. r 0.95 D'+S _ Wending - Stress -7 psi 0:6 ft.: -492 si 0.01, µ D+ S Total Load Deflection 1:17'in. '' 178"-` m '8 7 ft. •1.73 in:- & 120 0.67. T: s D+S [CALCULATION OF DESIGN WIND LOADS�MP3 - Mounting Plane Information Roofing Material Comp Roof PV System T- e t SolarCi SO&MountT`" yp- k. - - ! _ Spanning Vents No Standoff Attachment Hardware ; Comp Mount Tvoe G Roof Slope 20 Rafte 16" _r S O.C.pacing __m Framing Type Direction Y-Y Rafters Purlin Spacing-s �•.1-_�L -X Purlins Only Tile Reveal Tile Roofs Only NA Tile Attachment_System , Tile Roofs Only_ ' 'NA Standin Seam raSpacing SM. Seam Only NA Wind Design Criteria. Wind Design Code ASCE 7-05 _ - ,� Wnd,Design Method &_Partially/Fully�Enclosed Basic Wind Speed V 110 moh Fig. 6-1 Ex osure Cate o -C -,�, _Section 6 5 6.3 Roof Style Gable Roof. Fig.6-11B/C/D-14A/B Mean Roof Height h ri. _ x._ . ;.. . 15 ft , - Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor --- K. 1.00 Section 6.5.7, Wind Directionality Factor Kd 0.85 _ Table 6-4 importance Factor I 7 7w, u. ,1.0 m Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext:Pressure Coefficient Down r " 'GC w 3 0.45 d`,,.,. Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh (GC) Equation 6-22 Wind Pressure U ° -19.5 PSI` Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing _ Landscape 64" 39" - — 24 --- .-. ----- - ------- Max Allowable Cantilever r - Landscaped __ NA_- Standoff Configuration Landscape Staggered Max Standoff TributaryArea Trib "' 17 sf PV Assembly Dead Load W-PV 3.0 psfT Net Wind Uplift at_Standoff _"T actual -312 Ikis__. 4 Uplift.Capacity of Standoff T-allow 500 Ibs Stand Dema d Ca a i� DCR m. .�. 62.5% m , X-Direction Y-Direction Max Allowable Standoff Spacing— Portrait - 48 66" Max Allowable Cantilever a * ! ,,Portrait 19" FNA .� Standoff Confi uration Portrait Staggered. Max;Standoff Tributary Area `" =' Tribes �; "" " 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoffs Tactual _ -391 Ibs . - - - - . Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci ~� �� r: ' Town of Barnstable *Permit# D C ��RESS �� � b � Expires nths frotp i�ue date Regulatory Services Fee o CUJ Thomas F.Geiler,Director MAR 14 2006 _ __ Building Division TOWN OF BARNSTABLETom Perry,CBO, Building Commissioner 2 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Wap/parcel Number Property Address d A,/ Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address a ly&j ao Contractor's Name _ kGr Cl/�llf%, /C�/q/j� Telephone Number Vale f�y3 Home Improvement Contractor License#(if applicable) ZY Construction Supervisor's License#(if applicable) 2/w-orkman's Compensation Insurance Check one: ❑ I am a sole proprietor [1,,L=the Homeowner I have Worker's Compensation Insurance Insurance Company Name J /' Workman's Comp.Policy# US7k / 0 Y/11 —Q Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to .2,wo f4�� ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. e Improvement Contractors License is required. SIGNATURE: J �Torms:expmtrg Kevise071405 Island Sid' ff andRoofing p, a division of RLTConstruction,Inc. March 10, 2006 Marco Homen 204 Ansel Howland Rd. Centerville, MA 02673 We are pleased to submit the following specifications and estimates for reroofing: Strip existing asphalt shingles and fleshings Install new aluminum drip edge and pipe flashings Install 3 ft. Ice & Water Shield to eaves, interwoven w/step flashing on cheeks and skylights Install Typar 30 roof underlayment to remaining roof Install 30 yr. architectual grade shingles Install continuous ridge vent to all ridges Clean up and haul away all debris to landfill We hereby propose to furnish materials and labor—complete in accordance with the above specification, for the sum of.- SIXTY EIGHT HUNDRED DOLLARS $6800.00 PAYMENT TO BE MADE AS FOLLOWS: $5,900.00 Upon Completion All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterations or deviations from the above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owners to carry fire,wind damage and other necessary insurance. RLT Construction, Inc.carries General Liability and Workers Compensation Insurance. Certificates of Insurance provided upon request. ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: `fJ 6 Signature h Start Date: _ Signature Aavu U•t{,� 31 Manni Circle Centerville, Massachusetts 02632 Telephone 508.420.5243 and 508.833.5249 • Fax 508.420.1776 • EtwiCcaperoofer@caperoofer.com ` The Commonwealth of'Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,.NIA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): G7— /t�0,t/j %• /�1/ �— Address: 3( yy(din i (�ilcle City/State/Zip: �^���� Phone #: e190 -)-�/3 Are you an employer? Check the-appropriate box: Type of project(required): 1.Ly'1 am a employer with / V 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 $ Remodeling ship and have no employees : These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10,❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL I I.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12'ff Roof repairs insurance required.] t employees. (No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: SQ Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: �7 )d0-�c. �� City/State/Zip:_ ��� //iIle 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify uncle the pains an nalties of perjury that the information provided above is true and corr'e� Signature: � Date: 3 -ZZz Phone#: S� o Official use only. Do not write in this area,to be completed by city or town official City or Town: PermWLicense# Issuing Authority(circle one): 1.Board of Heath 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Fe son: Phone : i Information and Instructions f Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance;construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter.152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate.a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding.the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as PTO of that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-1077-MASSAFE Fax 617-727-7749 Revised 5-26-05 www.mass.zov/c`ua 1p, " m a: o f i F it ZJ:1 W �r Ulm 4 fir � 2Ls rnc �jjY r CL Sb. O.. _ 0 f4 '3s Y o r Z D cfl,r J "'iiVJJ 1 �1 t I dy t -i "% r eD A, b ik R ' in, _rxCi ov e° o AD WIn AY a {54 .7to C r: Owe A; b Q. tr �• d F"L7 N ..ct es .II�..Z�Q S��I JIr1, i 1'e''_ ,,.{i•i '�Yt s �r4 11'.�,i��rV-lr 'i I. 3�r m211 L 4 -� riki-rFtt j4 tl , !'t, iI� { i ltl a t i z 5 t J Ff L -4 Ni 1 _[ `C kSt i 4 . a �4f�3J3 i� ri�t�l P { l L li + 41..-1�- ;J ;Pi," y i ulil I HI H L � � t3 a t 4 r • } i TOWN OF BARNSTABLE Permit No. .2�C473 --------- - - Building Inspector -. 11"Tw n, Cash ,eyo. - �01PY OCCUPANCY PERMIT Bond Issued to Alan E. SmIl Address J lot #42 204 AnseJ, Howland Road, Centerville Wiring Inspector Y l � Inspection date Plumbing InspectorI �. Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health , G Inspection date l i Z_,,,,, THIS PERMIT WILL NOT BE VALID, AND—THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN i REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ...7'..! sue. '1 Building`Inspector j I L, sl►.�Gt`.C-. FAMILY - � BRORooM - •• � 4� '�,,,* c�.►�Y FLow ; Ito A 3 = 33oG.P.>? old i SEPTIC,. TAwK = 330x150% "95G.P. k ' - vSE• I000 GAI... _ � � _ � �• ,AV' 1 tin 1Y J o15Po5AL PIT u�E I a O0 GAS. ♦ ' T S%Dr.WALI- ARGA o 1!O•S.Fi 150 50TTOA AREA' » l�o ``;F•a . . 00 gut -T TAI, DESIGN * ,4.z5 �.PR a , FLOW 330 6RM d •f ' -: PE2Go�AT►oN RATE] IN VAN 32 Saw 1 l� tN Of �,� J Ex 1� : e WCNAMD �, or ALAN W. xr� o NES :. U i N4 7�04eQ �ONAI F�•Gp. To P FWD s'�I x �o•o �� ice• 5 9 I i LOAM zi loco INV. , it '�vL3�rapl� BaX INS. SGPT G +SSA I I000 INd 5g•� TAKK LEAcu ' 1 SAND( PIT •WITu �;� , WASKSD ' --52.0 "D C6=RYIFIao pLoT PLp►1u PR. Lot4'tlotJ Cs OFILG /+EN� � � ewILLE• • - No 5C 5CALE V_ o v �1../,►tJ REPrE2ENG� 1 G E RT I F Y T N AT T 1a �OVI�DATIO I S410 VYN Kr,,RSoN GoN�PL`{5 ydtTNTH� �,Io�LINEs t_vT" 2 AWP S6T5ACy1 iZ6w12EM�N`r� oF'tNE az -Tcp WM O F$Ai2-1 LC ANC I S Or LE N-rE IZV l l..l.r�c uA k6,"..ANDS Locp.TED WIT 1J NE► oo PLAIN r ..PAT E� BA76TE ct,`e N IM IN C.. REG 13'T C�R6.� V,u o 5 u r-v reYoL �. - Tu13 PLo.N Ili Nam• at 5lin old AN OSTTciZVILLFr . M sS. y, IuSTR�M�N'1 5�2v�Y �-rHE oF�-'SETS suo�� � ' r%-rolls rn r•-r r c•_A 1 W C I_c,%-r A P P L 16 A N' ' AL Ate ; : pt,L l N L. 4 `Assessor's map and lotf number Sew ape''e .Permit number ... ..................... House ,number` ........ :: t ............ ".1 .... WITH `TITLE � � Dasa9T118L VIRO, MENTAL I» # 1 39 v rp - NbF BARN �UILPIH SPECTval"' APO.61CAT@®N=F®R PERMIT TO .. .. .... .� .......... TYPE O9 CANS1 RUCTION ....:. ........ ... .... . .... .... ..................... ... .... .. T + l ?: °. TO THE,.INSPECTOR 017 BUILDINGS: Au The undersigned hereby;applies`for a permit according to the following inf40u�,r i + location ..� ........... ,'�'l/ ....... Proposed Use .... ... ... w , :,.... 2� , Zoning District .....Fire District ..............4 �,• ,,. g' • � i Name of"..O_wn0t".:;a4:`.... ........ .... .......... .......... ........Address :....... ......... .... ......................................... ?i Nan) %b+Ctleii ........� 'r ..........`. Address .................................:................... 1. ........... Y. .v �........ z` -�ys . Name of:Architect ..•,.: . .... .. ......................... ........................ € Number of Rooms ...:...a �a: .u.r..�.,._., .Fou utivrr 4 ................................. 1 Exterior v, 'C� :4w-e.r. R o +n u8 } Floors ......................................................In eHri;r ............................ s; Heating ..l�_ - rw:P,lymbing ..........•. . .. r�f,J, .......a ;t. # ,art 4 � ............................... :...... ..... t. Fireplace 1/.�.. .Approximate Cost , .,••a . :. ............ .. Definitive Plan A roved b lannin Board ______________________________1+9_______ r'4'' ` +?� / '+ F pp Y g . AreF� � ............... ...... . Diagram of Lot and Building w+fiTi �3Yrnerrsifln�- - -' "" �j, .'S " fee ` ....;. SUB-0 TO;AQP� 6VAL 6F=-dAR9�r-i 6EALTH z 4T` C I o4 �L.ito 14 �!rri`. �.. .�'„styir[ .! v JM Ell OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable re rding the above construction. Name ...r..... ...........................}.............. _ .0 41, ZMALL, ALAN E. r° o 24473 ', Permit for ..One„Stor:�'...... ;t Single Family...Dwelling............... Location 0. ...#.U... .4...azigP,.I...lJow ..and, Road ('gyp y�y}s.gy`' p.. .............. .... .....bs.Y.il.k'.Y.i.Y .�M................................. _ Owner .... Also??,..E:�. ,.$ 1 .7,�.......................... ' ,j Type"of Construction ...........Zr.aMa................. ............................................................... K � Plot Lot ................................ F Permit Granted . October 19,.•„•.19 82 rr Date of Inspection ....... !`.19 } Date Completed iD®.✓S t �' - " 7 Assessor's map and lot number ....... ,j1./ ,t'....�... �oypsTWE vy rOr` Seage Permit number ...!J.. . .11?.. ..r�!....................:......:. d °,► DA13STAU i ,?use number ......... .. 0.�....................................... ruwa 039. �FQ YAY d' TOWN OF BARNSTABLE S BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..................... ...... ...................../............. ......................... TYPEOF CONSTRUCTION ................................. ... . .. ....................................................... (t .....1 G.............19.!�.. — TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ./... . .......��`........c !'f.......;;G�;?f..�..... f.. . ..........................................� tt =.`. :. ..�................. . ProposedUse .... ................................................................................................................I......................... Zoning District ........................................../...........................Fire District Name of Owner .. :....... ,r `r ..............Address ........L -.t t: � :�'� r` �L!......................................... Nameof Builder" ............................................... ...................Address .................................................................................... Name of Architect ..................................................................Address ........ Number of Rooms ........�......................................................Foundation lf �1` 2t.................................................. Exterior ... `ft.',-:: .�..................' ...................................Roofing ....r: f1�."t.t /� ........................................... Floors �. ....................................................................Interior .. . ....... > v�ti( ............................................ Heatingr.f..... ...}.......................................................Plumbing .....:_.��...` ........................................ a Fireplace t;��f. ;.' /f.�:�............................................Approximate Cost ...... .. ` .../ :.: �.................................. ,.. Definitive Plan Approved by Planning Board -----------______-----------19 . Area %.............................................................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I . _7 OCCUPANCY PERMITS REQUIRED FOR NEVV.®1NELLINGS l I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reg' ding the above construction. Name ... .. �.......!`.......�... ........................ .. SMALL, ALAN E. A=171-267 No .....447 permit for ..One Story Single Family Dwelling Location ....Lot #.42. ......204. . ...Ansel. ...Howland Rd. . .. .. .. . ........ .... .......... Centerville ............................................................................... Owner Alan E. Small" .................................................................. Type of Construction ... rame .......................... ............................................................................... Plot ............................ Lot ................................ Permit Granted .......0ctob. ... er 19,....19 82 ... . .. Date of Inspection ....................................19 Date Completed ......................................19 lam • ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NITS 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 VOLTAGE AT MAX V cp VOLTAGE AT OPENPOWER CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET JPV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: AHJ: Barnstable ; REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) ' « • - i1 • - kv � • - - � • CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-0 2 616 6 6 0 o PREMISE OWNER: DESCRIPTION: DE9GN: CONTAINED SHALL NOT E USED FOR THE HOMEM, MARCO HOMEM RESIDENCE Colby West '\� SolarCity, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 2O4 ANSEL—HOWLAND RD �•1O NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 12.19 KW PV ARRAY i PART TO OTHERS OUTSIDE THE RECIPIENT'S CENTERVIL, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH NOODLES: TMK OWNER: THE SALE AND USE OF THE RESPECTIVE (46) Hanwha Q—Cells # Q.PRO G4/SC 265AM�: # 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: 5082926181 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE10000A—US000SNR2 COVER SHEET PV 1 8/13/2015 (888)-SOL-CITY(765-2489) www.solarcity.com PITCH: 25 ARRAY PITCH:25 MP1 AZIMUTH:290 ARRAY AZIMUTH:290 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 © OIS MP2 AZIMUTH: 110 ARRAY AZIMUTH: 110 MATERIAL: Comp Shingle STORY: 1 Story D��' PITCH: 20 ARRAY PITCH:20 ��%J L -J MP3 AZIMUTH: 110 ARRAY AZIMUTH: 110 MATERIAL:Comp Shingle STORY: 1 Story all . Front Of House LEGEND - 0 -g (E O )' UTILITY.METER & WARNING LABEL a my INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS i ' © , DC DISCONNECT & WARNING LABELS . AC. 25 AC DISCONNECT & WARNING LABELS OF DC JUNCTION/COMBINER BOX & LABELS�H Pk � N G 6/12 O .. .: - � DISTRIBUTION PANEL & LABELS 3C.D I L rn �Q Lc LOAD CENTER & WARNING LABELS S NAL ENS 0811312015O DEDICATED PV SYSTEM METER . : . . STANDOFF LOCATIONS- 'Digitally C Digitally signed.by N'ck Gordon A CONDUIT RUN ON EXTERIOR Date:2015.08 13 75:56:22 CONDUIT RUN ON INTERIOR o7oo GATE/FENCE Q HEAT.PRODUCING VENTS ARE .RED L _j INTERIOR EQUIPMENT IS DASHED. SITE PLAN N Scale: 3/32" - 1' E O1 10, 21, W 5 q PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 1 6 6 6 00 �\`} CONTAINED SHALL NOT BE USED FOR THE HOMEM, MARCO HOMEM RESIDENCE Colby West .,BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIi]A:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp MOUnt Type C 204 ANSEL-HOWLr�AND RD 12.19 KW PV ARRAY SolarCity. PART TO OTHERS OUTSIDE THE RECIP ORGANIZATION, EXCEPT IN CONNECTIONNWITH MODULES CENTERVIL, MA 02632 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (46) Honwha Q—Cells # Q.PRO 'G4/SC 265 REV: DATE Madborough,MA 01752 T PAGE NAME SOLARCITY EQUIPMENT, WITHOUT THE WRITTENT.. (650)638 1028 F: (650)638-J029 PERMISSION OF SOLARCITY INC. 5082926181 SITE PLAN PV 2 $ 13201 SHEET INVERTER: 5 (888)-SOL-CITY(765-2489) www.sclarcity.com SOLAREDGE SE10000A—USOOOSNR2 / / ` J ` Sl —16' . 4". _ J �(E).LBW E LBW. SIDE"VIEW OF MP3 F'NTS w NTS C A SID E VIEW OF MP! , . . MP3 X-BRACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES - - - - NOTES 11 N'OF A 11_ . a , LANDSCAPE 64 24 STAGGERED _ SPACING NTILEVI X 64 �24 R ER STAGGERED , LA NDSCAPE X Y '. PORTRAIT 4$" 19" PORTRAIT' >::�• 48" 20" O . . ROOF AZI :110 PITCH 20 11 11 ROOF AZI`'290.::PITCH'"25 RAFTER 2X8 @ 16 OC ;_STORIES. _1 o RAFTER 2 x8...@ 16 .00 STORIES: 1° _ ARRAY AZI 110 . PITCH 20, . y ARRAY AZI 290' PITCH-.25- C.7. 2x6 16" OC i a 0 L C.J. 3"x6 @16".00 -Comp. le :. �° Comp Shmgle P 9 SS NAL�N �. r= 8/13/201.5 PV MODULE 5 tfi'' BOLT WITH LOCK :?. . . ` INSTALLATION 'ORDER /. &.FENDER WASHERS; . LOCATE RAFTER; MARK HOLE T 1. ..LOCATION, 'AND'DRILL PILOT . f ZEP;LEVELING" F00 � _ . O A. OL . H E.' - - (6) .ZEP .ARRAY SKIRT. S1 .. ��L��§FFrr,(4) SEAL PILOT HOLE WITH POLYURETHANE SEALANT:.. ZE-P COMP MOUNT C .. . (3) ZEP FLASHING C (3)' INSERT FLASHING (E') COMP. SHINGLE, - r (.4) .., PLACE-:MOUNT. 45 :,ROOF DECKING V (E) LBW. (E.). . , . (5) • INSTALL LAG• BOLT' WITH 5/16'' DIA STAINLESS `` (5) SEALING WASHER.. 2. NTS S STEEL LAG BOLT :. LOWEST MODULE SUBSEQUENT MODULESINSTALLB SIDE VIEW OF MP WITH SEALING WASHER r' . (6) LEVELING FOOT WITH 2-1 2":EMBED, MIN) BOLT & WASHERS. " - - ( / ' MP2 . X SPACING x CANTILEVER Y SPACING Y CANTILEVER _ i'NOTES LANDSCAPE 64" -24".' STAGGERED. (E) RAFTER STANDOFF 19" ... 11' ROOF AZI 110.'.PITCH 30 -' S • 1 S1 PORTRAIT 48' 11 _ ; 6 ARRAY AZI T10. PITCH 30 'RAFTER `2X8 @ 1 OC • STORIES: 1. SCdle: l 1/2 - 1 C.J. 2x6 @16"OC Comp Shingle J O 26.16 6 6 O O PREMISE OWNER: DESCPoP710N: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: — \\� CONTAINED SHALL NOT BE USED FOR THE HOMEM, MARCO .' HOMEM RESIDENCE Colby West �,`"s BENEFIT OF ANYONE EXCEPT SOLARCITY INC.; MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount.Type C 204 ANSEL=HOWL'AND RD 12.19 KW .PV ARRAY ����O y. �a fC1 #,f PART TO OTHERS OUTSIDE THE RECIPIENTS MODULEs CENTERVIL, ..MA 02632 . ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL'Martin Drive, Building.2; Unit 11 THE SALE'AND USE OF THE RESPECTIVE (46) HonWho Q-Cells'# Q.PRO G4/SC 265.' SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN - Madb 1028h,MA 6505 63- PERMISSION OF SOLARCITY INC. INVERTER. T: (650),638 : ( .) 6 1029 SOLAREOGE SE10o0OA-USoo0SNR2 5082926181 PSTRUCTURAL VIEWS E PV 3R D$/13/2015 (8BB)-soL-CITY(765-2469) www.solarcRy.aam UPLIFT CALCULATIONS : SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 61 6 6 6 00 Colby West ISolarCity. CONTAINED SHALL NOT BE USED FOR THE HOMEM, MARCO HOMEM RESIDENCE y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C. 204 ANSEL—HOWLAND RD 12.19 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS / \ # / 32 ORGANIZATION, EXCEPT IN CONNECTION WITH l / 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE 46 Hanwh0 Q—Cells UK,G4 SC 265. SHEET: REV DATE Marlborough,MA 01752 T .PAGE NAME SOLARCITY EQUIPMENT, WITHOUT THE:WRITTEN MODULES CEN I A 026 T:.(650)838-1028 F. (650)638-1029 INVERTER: PERMISSION OF SOLARCITY INC. SOLAREDGE sEi0000A—us000sNR2 5082926181 UPLIFT CALCULATIONS PV 4 s/�3/2oi5 ce88)—SOL—CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE * BOND N 8 GEC TO TWO N GROUND Panel Number: Inv 1: DC UngroundedG N #168572 O # { ) INV 1 -(1)SOLAREDGE ##SE10000A-USOOOSNR� LABEL:'A -(46)Hanwha Q-Cells �Q.PRO G4JSC 265 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.2235152 Tie-In: Supply.Side Connection Inverter; 10000W, 240V, 97.5%d w Unifed Disco andZB;RGM,AFCI PV Module; 265 , 241.3W TC, 40mm, Blk Frame, H4; ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 • Voc 38.01 Vpmax: 30.75 INV 3 Isc AND.Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER - E 100A MAIN SERVICE PANEL o a 10OA/2P MAIN CIRCUIT BREAKER IC1V21 CeC 1 S I rCity (E) WIRING BRYANT CUTLER-HAMMER 5 :AT 1 Load.Center - - - - 100A 2P 7 Disconnect 6 SOLAREDGE oc. / MP1:'.1x18 B SE10000A-USOOOSNR2 oG 60A/2P C - --- --- ---------- EGC A L, 21041 "F ___-_ -- ------ --- --�---- - 2 s - - l .. DC . .MP2,MP3: 1x14 (E) LOADS ---- GNo -=--- ---------- ----'-- -Eccr _ Dc* Dc, - MP2: 1x14 - - 4 GEC. l N DG DC- - II.nn . . VI•. -- --- --- ---- ---------- -. .. .. - r-' � - I _ GND EGC -.- -- -- ----- � .----'------ -- J_ EGC � .. .. 7� z N I O)Conduit Kit; 3/4". EMT = Lrj GEC. . TO 120/240V - SINGLE PHASE UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POIT (2)Ground Rod;"5/8'x 8', Copper R (1)BRYANT#BR24L70FGP Q (1)SolarCit 4.S NIF SEDNGROUNDED.NOX -(2)ILSCO�IPC 4/0-#6 v Load Center, 70A, 120/240V, NEMA 1, Main Lug, 1 e, 2 Spaces, 4 Clrc �hM 2x2 STR GS, DC InsulaElon Piercing Connector, Main 4/0-4. Tap 6-14 -(T)CUTLER-HAMM #BR260 ^`, SUPPLY SIDE CONNECTION.-DISCONNECTING MEANS SHALL BE SUITABLE r�/ ox , Breaker, 60A 2P, 2 Spaces (46)SOLAREDGE 300-2NA4AZS S C. . (1)CUTLER-HAMMER #DG222UR8 PowerB ptimizer, 300W H4, DC to DC; ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R nd (1)AWG#6, Solid Bare Copper -(I)CUTLER-IiAMMER DG10ON8 - , Ground/Neutral: It; 60-100A, General Duty(DG) - (1)Ground Rod 5/8� x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG #6 THWN-2,.Black 1 AWG #6„THWN-2, Black 1 AWG#8, THWN-2, Black Voc* .=500 VDC Isc=30 ADC 2 AWG 10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, THWN-2, Red © (I)AWG#6, THWN-2, Red ® (1)AWG#8, THWN-2, Red' Vmp =350° VDC. Imp=20.92 ADC O (1)AWG#6, Solid.Bore:Copper .EGC Vmp ='350. VDC Imp=13.45 ADC (1)AWG #6,THWN-2, White. NEUTRAL Vmp =240'VAC ImP=42 .AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC ImP=42 AAC (1 AWG#10, I-10 2,_Green.' ',EGC, , , , , . ... . .. . . . . . . . . . . . . . . __ . . _.-(1)AWG #6,.Solid Bare.Copper,'GEC. . . .-(1)Conduit.Kit;.3/47.EMT. _ . . . .-(1)AN #B,.THWN-2,.Green . . EGC/GEC (1)Conduit.Kit;.3/4".EMT. ..... (1)AWG#10, THWN-2, Black . Voc*. =500. VDC Isc -_15 ADC (2)AWG#10, PV Wire, 60OV, Black Voc* =500 VDC Isc'=15 ADC O (1)AWG#10, THWN-2, Red Vmp =350' ,VDC.ImP=13.45 ADC O (1)AWG #6,.Solid Bare Copper EGC Vmp, =350 VDC Imp ADC I�JJ .. .... (1)AWG.#10, THWN-2,.Green... EGC . . . V Wire, 60OV, Black Voc* VDC Isc =15 ADC (1 W 0 Solid Bare CopperlaEGC Vmp =350 VDC Imp=10.46 ADC • #1 7A G ifs . . . . . . . . . . . . . . . . . . .. .. :. . . . .. " . . _ J B-0 6 g 6 6 6 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTIDENTIAL AINED SHALLOT B THE E MATION USEDFORREIN THE JOB NUMBER: L� L I ColbyWest \\\�a HOMEM,. MARCO _ . HOMEM RESIDENCE BENEFIT OF ANYONE EXCEPT SOLAROTYINC., MOUNTING SYSTEM: I�.S S NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 204 ANSEL-HOWLAND 'RD 12.19 KW PV ARRAY r,� 0 arClty PART TO OTHERS OUTSIDE THE RECIPIENTS Camp MOUnt. Type C Z y ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES CENTERVIL, .MA 02632.. . THE SALE AND USE OF THE RESPECTIVE 46 Hanwha Q-Cells Q. K G4 SC 265 - St.'Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN / PAGE NAME SHEET: REV: DATE. 24 Marlborough,MA 01752 US- PERMISSION OF SOLARgTY INC. INVERTER: T. (650)638-1028 F: (650)638-1029 SOLAREDGE sEl0000A-USOOOSNR2 . 5082926181 THREE LINE. DIAGRA.M : PV 5 8/13/2015 (888)-SOL-CITY(765-2489) www.solarclty.com 1 - 0 0 0 •0 1 0 - Label Location: Label Location: Label Location: (C)(CB) io �1( (� (AC)(POI) 1 0 (DC) (INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 D o o - o ° D NEC 690.17.E D -o D e o_ o -D NEC 690.35(F) - _ Label Location: o e a =e D D TO BE USED WHEN WWIl:13 O O O p (DC) (INV) swam : D ' INVERTER IS Per Code: UNGROUNDED UN OUND NEC 690.14.C.2 Label Location: Label Location: oi5o -o off`. (POI) -e. (DC) (INV) - o o e Per Code: Per Code: �-D Dodo o NEC 69 .17.4; NEC 690.54 -o NEC 690.53 - - e Ili .o o :o � o•D` D D o- ' . ► ' Label.Location: rl o (DC)(INV) Per Code: NEC 690.5(C) Label Location: (POI) Per Code: NEC 690.64.B.4 I Label Location: (DC).(CB) um Per Code: Label Location: NEC.690.17(4) (D)(POI) D Per Code: - ;. oW-Wr NEC 690.64.B.4 -o D o r. _. Label Location: o (POI)- Per Code: Label Location: ° e NEC 690.64.B.7 O O O (AC) (POI) o - o CD connect: (A C ..A o - -- (C):)Condui p Per Code: e NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV):Inverter With Integrated DC Disconnect >, a (AC) (POI) (LC): Load Center e- -- Per Code: (M): Utility Meter NEC 690.54 _ (POI): Point of Interconnection CONFIDENTIAL'- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ���.y�0 3055 Gearview Way d THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �� ■ IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set •�"" ) t ( s za cola ty om San Mateo,CA 94402 T:(650)638-1028 F:(650)636 1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE `SO' rCit (888-SO{TTY 76- 89)www. rti .c SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° �+; ® Next-Level PV Mountin Technolo s ® Next-Level PV Mounting Technology SolarCity ZepSolar s gY SOIarCity ZepSolar 9 gY • Components ' Zep System for composition shingle roofs Interlock Ground Zep (Ka/We 01m) UP Camp"ID PV Mddulc Up erodre .. Root Attenhment _ Oc1104) DeSCrlptlOn PV mounting solution for composition shingle roofs Works with all Zep Compatible.Modules • Zep System UL 1703 Class A Fire Rating for Type.1 and Type 2 modules y • Auto bonding UL-listed hardware creates structual and electrical bond R- V� LISTED Comp Mount Interlock Leveling Foot O Part No.850 1345 Part No.850-1388 Part No:850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 SpeClfiCationS Mounting Block to UL 2703 . e. Designed for pitched roofs d r . 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 ®. r • 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.850-1448. - Listed to UL 2703 and 850-1421,850-1460, Listed UL'1565 . ETL listed to UL 467 850-1467 zepsolar.com zepsolaccom Listed to UL 2703 ' � This document does not create any express warranty by ZepSolar 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 warrantyby Zap Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of 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.' 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pd,f Page: 1 of 2 - 12 22 14 ZS for Comp Shingle Cutsheet Rev.02.pdf Page: 2 of 2 _ - al SolarEdge Power Optimizer solar=oo �n j solar o 0 P !JV Module Add-On for North America o P300 / P350 / P400 SolarEdge Power Optimizer - P300 P350 P400 Module Add-On. For North America (for 6o ceR PY (formodule PV (for 96 cell PV .. � � � modules) modules) modules) wPur P300 / P350 / P400 "'I `: Rated Input DC Powed' 350 400 W �I a. -Absolute Maximum Input Voltage(Vo[at lowest.[emperature) "__"" 48 ... 60 - 80 ..........P.... g...g ........ ............... .. ........... .... ev cy MPPT O eradn Ran e 8 48 8 60 8-80 Vdc .._ ., DC Inpult Current en .125.. ..... ........ ..Adt ... - - ....... ...... .. ..... .... .. Maximum t(Isc) ' Maximum We ghted Effic envy., ... .... ;..... ...... .-.. ...98.8.. ..... ..... %. ._ - - h, - - - Overvoltage Category... ...... .......... .. ....:........'.......... ...............II.... 1OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current .. 15 - - Adc - .. Maximum Output Voltage ... ... ..... .. .... ... .6D .... ... Vdc DURING STANDBY(P.OWEKOPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) �. Safety Output Voltage per Power Optimizer 1 Vdc ~" i; W'� :•� - EMCND FCC Part15 Class 8,IEC61000 6 2 IEC63000 6 3 - , TA ARD COMPLIANCE' EC62109.5(doss 11 safety)UL1741 ............. .Safety ,,, ROHS Yes _ .INSTALLATION SPECIFICATIONS _ - - Maximum Allowed System Voltage .-_,.. ..., ,1000 _,_.....,, .Vdc li -- Dimensions(W xLx H)' 141x212x40.5/555x834x159 mm/m Weightlincludingcebles).. ....... - -. .. ... ..950/21 ... ....... gr./Ib... .•, Input Connector .... ...... ... .. ..... -MC4/Amphenol/Tyco ... .. ... ........... ' • Output Wire Type/Connector Double Insulated;Amphenol - _.u^ Ou[pu[Wrce Length J. :0.95/30. ...L'. 12/39 ...... m/k - • .. .... Operating Temperature Range 40-+gS/-40..+185 C/F . . - ..................8 ..;....... ....,. - - Protection Ratin .........IP65/NEMA4 ........ - - .._!. Relative Humidit ..... - 0..100 ..... .........e�.... - - ...... .. .. ... ..... .. .. .. ... ...... . R.ree I«5x power eder emowea - - - _ - PV SYSTEM DESIGN USING A-SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE - - - - . - - - "INVERTER .209V 480V h(Power Optimizers) 8 30 PV power optimization at the module-level Minimum String Length . , .. U to 25%more energy .,. -y :.e+- . . . .. p gY `:.., ..: .... - Maximum PowerLeergS[rinow 5250 6000 ...12750 W . .Superior efficiency.(99.5%) - "Parallel Strings of Different lengths..Orientations Yes Mitigates aIf types of"module mismatch losses from-manufacturing tolerance to partial shading _ a • - ."" .. - - - — Flexible system design for maximum space utilization - - - - - - . - -Fast installation with a single bolt i Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety ` - - USA - GERMANV ITALY - PRANCE - JAPAN - CHINA,- ISRAEL - AUSTRALIA WWW.SOlaredge.uS - . +A4> vw cra Nr' bu a .s ". w,ro..:eiit�w .iriY vM,�rb�-Q°a�a'11 a•,�m4!tYr..��•Adeir�.,^+n.�z. - - S r 0 0 Single Phase Inverters for North America a =oo _. O M SE300 A-US/SE380OA-US"/SE5000A-US/SE6000A-US solar • � SE7600A-US'/SE10000A-US/SE11400A-US SE3000A.US SE380OA US I SESOOOA US SE6000A-US SE760OA US I SE10000A-US I SE1140OA-US IOUTPUT . S o l a rEd a Single e Phase s.e Inverters rte rS' 0 NominalAC Power Output 3000 -3800 5000 '6000 7600 - 100 0 @240V . 11400 VA 9 9 C� . . ............... .: .. ..... ... .:. . .. ......... 5400 @ 208V. .. .: 10800 @•208V • - Max.AC Power Output - 3300 4150 6000 83SO 12000 VA For North America [� . .5450@?40... ......... . ....I........ :�o95o@zoo.. ......... - - AC Output Voltage Min:Nom Max.' - 183-208-229 Vac . .. .. ................ ... ..... .............. .. . SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ tp .. ...................... AC Output Voltage Min:Nom Max �. - e - . -.., SE760OA-US SE1000OA-US "SE1.1400A-US 211 24o z6avac / ( .... ..................... ...... ......... ......:. ... ..... • ...... :. AC Frequent Mm Nom.Max 59.3 60 60:5(with HLco. ...setting:57 60 60.5) Hz 0 - - 24 @ 208V 48 @ 208V Max..ContinuousOutput Current - 12.5 16 47.5 A I 25 I 32 ( - - - . ......... ....I..21 @•240V.. .........:...... ... 42 @ 240V ...... ........ ...... ...... ...... ... .. ........ ..... ... .. Utllity Monitoring,Islanding Protection,Country Configurable q` s :'_"""'�;.`.."",."''-"'«•^ i` 11-`J �'t Recommended Max.DC Power" :x.„. , d -leas�Y ' (STC) 3750 4750 6250 7500 9500 12400 14250 W tg WaR .......: ..................... ... . ...._..,... s' - Transformer less,Un rounded Yes :•�`` - - ..Max.Input Voltage l Soo -Vdc _ .. .._...............ag....... ......... .. ......... ..... .... .. ...... .... ..... ......... ... ........... :Nom.DC Input Voltage 325 @ 208V/350 @ 240V - - Vdc �l.«i. ..... ... ..16 5.@ 20li � '-33 @ 208V - 3 Max.Input Current 9 5 13 18 23345 Adt '. . 5 @ 240V-I. 30.5 @ 240V • Max.In ut Short Circuit Current' 30- - 45 Adc Polarity Protection Yes - - .- --.....�.� .............I...t.. .o..ti.p ...................................... ................................................... .... - - - Ground Fault Isolation Detection 600k.Sensitivity. - - ........ ....... .. ............ ..Maxlmum Inverter Efficiency ....... ..:..97.7..-. .:...95:2.....• . .. 983 98.3 98 98 .....98 / -.... - . . - .. .. . - . . . 97.-1 @ 208V . ...... 97 @ 208V a • : - CEC Weighted Efficiency - 97.5 98 ..97.5..... ...:.97.5 �... 97 5 - % .... ............. :.I........ .....L::...@......... .... I - � � 98 240V .•••. 97.5 @•240V .- 4 _- _ Nighttime Power Consumption . . <2.5 ,<4. :. ....... - t�. ADDITIONAL FEATURES Supported Communication Interfaces R5485,RS232,Etherr.et,..ZigBee(optional. Revenue Grade Data,ANSI C12.1 Optional - 1 ..� STANDARD COMPLIANCE - �.,: i ,:.� - .... . .,.• ,': .. _ . . Safety T .. . UL1741 UL16998-UL1998 CSA 22.2 Grid Connection Standards - IEEE1547 - r ... ..__... . .......... ...... .......... "., -. .„.. _,... ` Emissions. .. FCC part15 class 6 _ -INSTALLATION SPECIFICATIONS t - r '. ` AC output conduit size/AWG renge 3/4"minimum/24 6 AWG 3/4 minimum/8 3 AWG law- - -conduit ran.e .................................. .... .... ......... ... ...... DC in ut condut size f!of-strm s - gWGPan e / g / minimum strings/24-6 AWG 3/4 minimum/1 2 strings/14 6 AWG - . . . . - {. . . . ... .. ..... .... .. 3/4 min' m/1 2 t Dimensions with AC/DC Safety 30.5><12.5 x 7/ 30.5 x 12.5 x 7.5/ 30.5 x 12.5 x 10 5/775 x 315 x 260 m/ R.9,.:. (HiWxD).,...:...... ........... .......775 x 315 x 172. .:......775 x 315 x 191 min -. ,> .....� . ... .. .... ...... .. ..... .. .. Weight with AC/DC Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 lb/kg Cooling - NaturaIConvection. ..Fans.(userreplaceable)• - - - ........................................... ................ ...........................-...... .. . ....... ..... . . .... .. ........... . - Noise. <25 ....... <50. dBA" The best choice for SolarEd e•enabied s stems g, Y Min.-Max.OperatingTemperature , - - i -13[0.+140/-25 to+60(CAN version-***-40 to+60) � `F/'C Integrated arc fault protection(Type 1)for NEC 2011690:11 compliance,' Range .................................................. ,,_• . .d..... _., ._ ProtectionRating .... .............. ................. ....NEMA.3R Superior efficiency(98%) ...... .. ......... . • Y' •Fo ttings please contact solarEdge support.... ..... ..... .. ..... ...roth '.g 'I , Small,lightweight and easy to install on provided bracket tinted to 125%for locations where theyearlyaverage high temperat sabove 77'F/25'c and to 135%for locations here it is below 77F/25c Ford tailed information,refer to uide.odf Built-in module-level monitoring _ ..'A higher current source may be used;the mverterwll limit its input current to the values stated. - I ••CAN P/Ns are eligible for the Ontario FIT and microFiT(microFIT exc.SE11400A US-CAN) ^ Internet connection through Ethernet or Wireless Outdoor and indoor installation + Fixed voltage inverter,`DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation - Optional-revenue grade data,ANSI C12.1 _ TM k n sunsaEc USA-GERMANY-ITALY-F.RANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWWs.O(aredl e.us_ AIR am I _ 1 - - Format 65.7 in x 39.4in x 1.57 in(including frame) - -�. (1670 mm x 1000 mm x 40 mm) - -- Weigh ".09 lb(20.0 kg) - From Cover 0.13 in(3.2 mm)thermally pre-stressed glass - o-,,,,,.,,,e • - - - - - with anti-reflection technology - Back Cover Composite film - ized ZEP . . 6Black cx10 polycrystalline 11 ne solar Cell _ - Frame Junction box Protection class IP67,with bypass diodes - F.Y�,^- Cable 4 mmv Solar cable;(+)z47.24 in(1200 min),(-)z47.24 in(1200 min) ��n• a., „®, _ H Connector Amphenol,Helios H4(IP68) '"..:°,,..,T©-Td+H°•-+ PERFORMANCE.AT STANDARD TEST CONDITIONS(STC:1000 W/m°,25•C,AM 1.5G SPECTRUM)' POWER CLASS(+5W/-OW) (W] 255 260 265 - Nominal Power _ .- Pv [W] 255 260 - - - 265" r Short Circuit Current: I„ - [Al 9.07 9.15 - 9.23 f: Open Circuit Voltage Vac IV] 37.54 37.77 - 38.01 • _ _ . . . . _ . . Current at'P,oP I% Y[A] . ,..8.45 - 8.53 . _ Voltage at P_ Veer IV] - 30.18 _ _- 30.46 .30.75. .. .. The new Q.PRO-G4%SC is the reliable evergreen for all applications,with Efficiency(Nominal Power) [ ] _ zi5.3"` `�15.6 " - z15.9 _ - a black Zep Compatible TM frame design for Improved aesthetics, optl- - PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 WAn2,45 x3'C.AMI.5G SPECTRUM)' - - . . th POWER CLASS .'IW1 - 255. -'260 265 . . o mized material usage and increased safety.The 4 solar module genera- r.__. _ . • - Nominal Power : Pe„ [WI- 188f3 192.0 ,. 195.7 tlon from Q CELLS has been optimised across the board: Improved output Short - - " - -- - -- -'- • �t _ .. .. . . ., Short Circuit Current-.' � � I,r [A].�... 7.31. ��' 7.38 �..^7:44l yield,higher operating reliability and durability, quicker Installation and. Open Circuit Voltage V. IV] 34.95 -3516 35.38 4 " - more intelligent design. . . _ .- Current at . . fer. -[A] 6.61 - 6.68:• .• , - 6.75- _ - Voltage at Pe:r V." M. �. 28.48� � p 28.75 29.01 Measurement tolerances STC:'t3%(PJ;t 10%U.,V,I ,V.,) 'Measurement tolerances NOCT:.t 5/TP );s 10%0.,v_Imp°Vim°) ` _ - moo _ INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY . OW v ' 'O CELLS �� PERFORMANCE AT IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50%, At a< .,. r and temperature behaviour. plus long-term corrosion resistance due `s=n -----„rb----T--••, first year. year. ter ma.0.6 hdega o• - _-___ dation per year. s •Certified fully resistant t0 level 5 salt fog t0 high-quality y -' '>: At least 92%of nominal power after E • -� : -: .-_,. --� - a a- - _ 10 years. W - • Gel roller coating processing. W At least 83%of nominal power after F ENDURING HIGH PERFORMANCE zs years. s u___ -_ -_ y z •Long-term Yield Security due to Anti EXTENDED WARRANTIES All data within measurement tolerances. ry oo coo .� Full warranties in accordance with the iro sao PID Technology',Not-Spot Protect, •Investment security due.to 12-year warranty terms of the O CELLS sales IRRADIANCE IWhrl - --- t „ organisation of your respective country. - - - and Traceable Quality Tra.QT"" product warranty and 25-year linear a The typical change in module efficiency at an irradiance of 200 W/m'in relation Wags [0 1000 W/m'(both at 25°C and AM 1.SG spectrum)is-2%(relative). m •Long=term stability due to VDE Quality. performance warranty?. t' . _ , . PEUM Tested.-the strictest test program: .-..__.__.. .', ..r TEMPERATURE COEFFICIENTS(AT.100.0W/M 25°C AM 1SG SPECTRUM) '.' CELLS !. , Temperature Coefficient of Ix a [%/K] +0 04 Temperature Coefficient of V. p [%/K] - 0.30 . P V [%/K] -0.41 NOCT [°F1 113 z 5.4(45 i 3 SAFE ELECTRONICS 4roP-BRAND-Pv Temperature Coefficient of P,, •Protection against short circuits and 2015 Maximum System Voltage V5°,. IV] 1000(IEC)/1000(UL) Safety Class {`Ih thermally induced power losses due to _ Maximum Series Fuse Rating [A DCI 20 Fire Rating C/TYPE 1.• 1 , breathable]unction box and welded - Max [ - o P ... . : cables. : : : „{ : : - a n continuous duty temperature - (40 Cuuptto++85°C) .. x Load( U' � Ihs/N'] 50(240 ) P lure Load Rating(ULY - []bs/A'1 ~50(2400 Pal see installation manual - .- Duality Testetl QCELLS ! 1 1 - ..1-• 1 9 .. - ,tit po c Iline ' ' •, , e N rrna . s.b,module.2013 - - . UL 1703;VDE Quality Tested;CEcompliant; - 'Number of Modules per Pallet � � 26 : _ - 612 30(Ed.l ass r - _°'°"'-'"°•"`� IEC 15(Ed.2);IEC 617 )application class A " - p .5 € THE IDEAL SOLUTION FOR: 10.40032587 Q�onr4:a Number of Palters per 53'Comainer 32 .. . . Rooftop arrays on OMPq C s A® Number of Pallets per 40'Conta r - 26 _ .ine residential buildings. - - - - - ®r%- NOTE:CT7 - 0 E c�.,.,,us j Pallet Dimensions(L x W x H) 68.7 in x 45.0 in x 46.0m - "a2OW (1745 x 1145 x 1170 mm) Pallet Weigh 1254 lb(569 kg) ?F Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of '. APT test Conditions:Cells at-1000V against grounded,with conductive metal foil covered module surface, c0MP0.� this product.Warranty void if non-ZEPcertified hardware is attached to groove in module frame. . _ 25°C,168h' - " . x See data sheet on rear for further information. - - 300Han Sp Otrum USA carp; - - - - . - 300 Spectrum Center Drive,Suite 1250,Irvine,CA.92618,USA 1 TFl.+1 949 748 59 96 I EMAIL q-cells-usa®gcells.com I WEB www.gcells.us - Engineered in Germany Q CELLS Engineered in Germany Q CELLS