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HomeMy WebLinkAbout0019 SHEAFFER ROAD �19 S;h eater ""'�'ic�, • �,^e �.. .. ._ _ o � _ r �� -. � �., a ,:. .. � - a ., �� - .. Town of Barnstable r ;. zi t Building . . . . PostitThis 'ard So TFiat it=s Va rble`From`.thQ Street<-•,A roved,P"•Ians Must,.be;Retamed.on Job and.;this Card=Must be Ke t +'�6RSY3CAHiiE's x t" .N :. .• ." i r' f=c a r ;s w;:.p .. . f„,. � .�.9;.. i'+,�".a^". , ..kt,.r,• ..?�,'�S.�„r y.a*� ;pl'. 7.,k,, •-.s. .t���rrn .,t '^d,'F, 3'`.:'. r� Ha -Been>Made::.� r����,rt� •��� � �,��;� r � �2 .a� �..� .4, «�, t.�p.•�� ,�""�°,�� r�.'.Y��� • Posted UntiltFinallnspection <.. . :� ,�s� ��,., '�� .. � ,.,� �� �;. �_ •.�-� ,W�,`w "".r'. ,e� .: 'fin n_:, ,"q.}:"., `: 3 - 'v»c�r ? '° .'","Y,.,+4 .r p... - Permit i�pr Where aiCertificate of Occupancy..�s Req Ired,3uchB�ildmg_shall Not be-Occupied<wuntilarFinal Inspection has„been madekwn Permit No. B-17-1133 Applicant Name: SOLAR CITY CORPORATION Approvals Date Issued: 05/17/2017 Current Use: Structure Permit Type:: Building-Solar Panel-Residential. Expiration Date: 11/17/2017 Foundation: Location: 19 SHEAFFER ROAD,CENTERVILLE Map/Lot: 172-077 Zoning District: RC Sheathing: Owner on Record: SULLIVAN,CAITLIN B t, { � ' °Contractor Name: SOLAR CITY CORPORATION Framing: 1 Address: 19 SHEAFFER RD _ `Contractor Licen a b168572 2 CENTERVILLE, MA 02632 `Est Proj ct Cost: $ 14,000.00 Chimney: Description: Solar Panel on existing roof of house 32 Panels c f Permit Fee: $ 121.40 9.6 KW t � Insulation: _ 3 d $ 121.40 Project Review Re Solar Panel on existing roof of house 32 Panels 11 ' Final: 1 G Date . 5/17/2017 9.6 KW . � f= � �_ �: `� � �°' S �� Plumbing/Gas a 9 P_~�:" :a. .:, '- - Rough Plumbing: r y ;( r s, Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by thiFs permit is commenced within six months after`issuance. All work authorized by this permit shall conform to the approved appl cation and the approved construction documents for wKich this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by laws and codes. , �. , t Final Gas: This permit shall be displayed in a location clearly visible from access street or-road"land shall be maintained open for public inspection for the entire duration of the work until the completion of the same. 1 � . X Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officals areprovided on this permit. Service:.< Minimum of Five Call Inspections Required for All Construction Work: �> 1.Foundation or Footing s u �. ::, � z� ' .•�' Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low,Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: ''Persons contracting.with unregistered-con rt in MGL c.142A).a _ , . ° Fire Department Building plans are to be available on site Final All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � 4� Parcel 071 � Application # I -7 Health Division "' Date Issued �/-2`f ��7 Conservation Division Application Fee Planning Dept. 7 A Permit Fee q6 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis NOMA� 1 Project Street Addrek s ;S d4AJAe, Village ���I�G = Owner (Lc" n Sall�4-14 Address��rS�4 A&f Telephone -77 �- Permit Request a n� JIf %:� uSee kA- 32� q,61 , Square feet: 1 st floor: existingproposed 2nd floor: existing proposed Total new Zoning District Flood Plain k4 Groundwater Overlay Project Valuation I 4900 Construction Type Lot Size ! Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure HF- S Historic House: ❑Yes�.P;P__, On Old King's Highway: ❑Yes 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: 04- existing —new Pf-Total Room Count (not including baths): existing new First Floor Room Count AHeat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Okentral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No 0'f'Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ✓ Telephone Number61 Address �1� l.�P�.� lo�es�� License#1`411q- 5 aml� W—mw'a Home Improvement Contractor# Email Worker's Compensation # K /8"is-- � ALL CONSTRUCTION DEBRIS E ULTING F%OMTHIS PR JE T WILL BE TAKEN TO �ri1B�IY/ SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r r OWNER AUTHORIZATION Job#:��` 69 LPp 3 o� Property Address: ` S�eCk.�e� OG�C� p m' � 3a I ` v Cti�l� " as Owner of the subject properfy hereby authorize SOLARCITY CORPORATION to act on my behalf, . in all matters relative to work authorized by this building permit application. S'ij;ature of.Owner: ate: SOLAR CITY.COM AZ ROC24377i7RCC24545&ROC277498,CA LICN88 MA.CO EC804I,C'1 HK7083277&EI.0012&V5,:W 9711014&vECC902585,Hi CT.29770,MA HiC 188572M EL I06MR,MC M42 IM48, NJNJHC,I13VH0818OW 34E901732700,ORC9180488tt;567JhB1107,PA:HK3PAQ7i843,TMTECL27008.WJ SOtARC`91901raULARC'905P.OF01a SLXARMYOCRPORATKN Ati.RKiwsmsmm. Version#66.3-TBD � ',SolarCit ttA OF April 6, 2017 $y RE: CERTIFICATION LETTER Y ANC GN ZHU Project/Job#0263637 O GML Project Address: Sullivan Residence MO.52791I 19 Sheaffer Rd Barnstable, MA 02632 �CIS TER AHJ Barnstable Town SC Office Cape Cod Digitally signed by Henry Zhu Design Criteria: Henry DN:cn=Henry Zhu, email=hzhu@solarcity.com, -ou=ADOBE(r)-AATL,c=US, -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS 7 u o=SolarCityCorporation - Risk Category = II L ore:017.04.0607:58:05 -Wind Speed = 120 mph, Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 30 psf - MPi: 2x6 @ 16"OC, Roof DL= 7.5 psf, Roof LL/SL= 21 psf(Non-PV), Roof LL/SL= 21 psf(PV) - MP2: 2x6 @ 16"OC, Roof DL=7.5 psf, Roof LL/SL= 21 psf(Non-PV), Roof LL/SL= 21 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was.performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed.above. Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. - Additionally, I certify that the PV module assembly including all standoffs supporting_it have been reviewed to be in accordance with the manufacturer's specifications and.to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/dots submitted for approval. 3055 Clearview Way San Mateo,CA 04402 T(650)638-1028 (888)SOL-t CITY F(650)638-1020 solarcity.com AC 05500.ARd1.0147,AZ ROC 24377VROC 2454td.CACdLR 8=04,CO EC8041.CT HIC Obx3778hcC 0iT5305.6C a t061400J080/ECC902585,Dt 1011120M&n-6037 Fl EC1300L12't,HI CT-2977p,RT5-ODb1.MAiuC t683721 EL-i134MR.M0 MC128948/1E05.NG30801-U..aal 0id7C/1I5?Sbt.NJNJMCb1371f06MON70AAEG0 i7S Q0,N1e EE9B 3M540.NV M1201 21 135172/C2-00784e8182-00 7 9 719.OHEL47707.ORCOIS(M.28/CS&ZPAHIGPA077343.R1 AC00e714/Rag 383L3.TXTECL27406,VT 8726950-5506 VA ELE27O5f53?78.ur EM-058.'9;WA 90lPFC•91cO V:ALARC'905P7.AIbany q$9.Cr6eniA-e85.Naraau H2e097j90O0.Putnam PCdUaL Rotkyrxl H-I1Dd�-49dD-OQ SurfoR 62057-H.Waat hpsta WC-26488<t113.t7VCkY001SBa.00__.SCErryC•NY,CL(comse OUtrWin.012110.N0Dae85,.165Y:ntw546thn Un1t10,8,-Wyn.M(71201X2013946-OCA,AIt I#..$rrovtded b4oluti!ynnince Company.LLC CA Finande Landai Ucana 3 6084796,SotwCity Flnane4 Coml>eM•lLC)s li'camsU lsY ih+0wi»'ara 3bt4 BanE Cummatdanar to intspa In Watnras lrt0alasara under license rwmt.OM422,MO Comumer roan Unrof 5241 NV 1m telmwat loan Licente MOD23/1Li1024A Ucansod l.andw d20153t03LL.TX Pqp 0o,*d Creditor 14000509dS-202004,Vf Lar',dw Lkmsa A'o7Lb .a 1 , a Version#66.3-TBD I'l-1,111f,1.501arCity. 1 HARDWARE'DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-_Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 64" 24" 39" NA Staggered 76.7% MP2 64" 24" 39" NA Staggered 76.7% Portrait Hardware—Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever_ Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 17" 65" NA Staggered 95.8%' MP2 48" 17" 65" NA Staggered 95.8% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame 16"O.C. 200 Member Analysis OK MP2 Stick Frame 16"O.C. 200 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearolew Way San Mateo,CAQ4402 7(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL 66100.0 M•8937,A2 R0C 24371VR0C 2d9490.CA CSLB 588104,CO EC8041,CT-k 0632779/ELC 0125505.DC A10.`14pC0480/ECC002563,CE 24t11207Ad ii-6032.R EW300b22E.HI CT•29770.IL 15-WS2.MA HIC 168572/ EL-ttSEMR MD HIC 1280q B/i1005,HC 30BdiiJ.NH 03a7Cl12923?.1.NJ NUIdtwt3MN0EtbOE00/3AE001732700.PIt4 fE98.3i?t:9Ll MJ tN201?E353721C2.O078E48181-007971"?.CliEl47F0J.OR C81n08Q9/CSE2,PA F4CPA077343.RI ACUJa7u/Reg 383i3..Tx TECL2704b,UT 8728990 5501.VA ELE2105153?78.1R EM-05820,WA 30LAR.C•9i90VLOlARC•9C5%.WkMy 434.Greene A-48S,Nall"H2409AO0011 Putnam PC604L RecYland M-118 6 4-4 0-0)-Oa SOO,, 52057-N.5Yea1•hester WC-2bC88-Hi3.N YCJ7C01384-0CA.SCEIYdC:t.YC ticeniad Electridan.4Q'10,#004485.155'.Va1er SL 6+1s FL,UtAt 10.Br*0H^NY 1120t W=1 66-OCA All Wrr pru,4ded l.•yWarClty F+na oCompdny.LLC CA Finance Ln�d4rl t.icerov6�4746 SWarClky Finance Compem7.L:.0 is litrmed b;the Dala.vveStale Bank Commlalloner t4 eC.2a![ein!xNinesa:n Oelawere antler Bctlne manlx.01c422.M9 Coraumer Lom Ll<a+xe 2241.^IY Yatatlment Loen t:ice,xa!l1>723!1111024_Po Lieenced LeMnr Y20Yi3i0311,Tit RcF}itaretl uatH for 1gOrA:`ME3.20240e,VT L,"d.LkgMa d6766 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP1 Member Properties Summary MP1 Horizontal Member Spans Upgraded Rafter Properties Overhang 0.66 ft Net W 1.50" Roof System Properties `;` HS.-an 1 7 f ;12.76 ft #_ . . E uiv D ;x .: .. 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material v I.Comp Roof. •-1 � San 3 A in^2 , 8.25 Re-Roof No San 4 Sx in.A3 7.56 Plywood Sheathing e i, p Yes A � 'Span 5 ' a` '"Ix(in^4 " 20.80 Board Sheathing None Total Rake Span 14.28 ft TL DefPn Limit 120 Vaulted Ceiling No a PV 1 Start, 2.17nft,,:., _ .-Wood Species, SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.58 ft Wood Grade #2 Rafter Sloe .200 .}, x PV 2 Start:,, „s 4, - 4 o .v Fb psi) *ro 875 Rafter Spacing 16"`O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full IR:Y, m PV 3 Start` " "E(psi)' 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Su mary • Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.06 8.0 psf 8.0 psf PV Dead Load 'PV-DV m °3.0 psf' x '1.06' ._. 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL SL. 30.0 psf -.T. .„.x 0:7 x 0:7 4 21;0 psf 21.0 psf " Total Load(Governing LC TL 29.0 psf 32.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)p9; Ce=0.9,Cr=1.1,Is=1.0 Member Anal sis Results Summary Governing Analysis Max Moment @location Capacity. DCR Result + Bending Stress(psi) 1,373.8 7.1 ft 1,504.3 91% Pass r y ZZEP HARDWMEDESIGN CALCULATIONS MP1 ,Mounting Plane Information _. .. _ 'RoofingCom Material • r ,. .. a , .` � �:,n�_ p,Roof ,~ ��, A Roof Slope 200 Rafter Spacing - Framing Type/Direction Y-Y Rafters PV System Type a- .� fl•SolarCity SleekMounti"" w Zep System Type - ZS Comp Standoff Attachment Hardware �Comn Mount SRV . Spanning Vents No m. Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind Design Method' x v .mF - r Partially/Fully E osed Method ' Basic Wind Speed V 120 mph Fig 6 1 Exposure C_ate_gory ' ' r _ �w C r r .a,_Section 6 5 ti.3 Rolf Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height ` h ".25 ftp 5 Section 6.2 Wind Pressure Calculation.Coefficients Wind Pressure Exposure KZ� 0.95 Table 6-3 TopographicyFactor _, _ Krt ,.. .: n 1.00` Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor >. as I <, Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext:Pressure Coefficient(Down), GC (Down) 0.45' Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure Up p° -25.9 psf Wind Pressure Down 13.4 psIf !ALLOWABLE STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing_ Landscape 64" 39" Max Allowable:Cantilever _ - Landscapes- 24" _ _NA ` Standoff Configuration Landscape Staggered Max Standoff Tributa ` Area - Trib x °� G 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind-.Uplift at Standoff ' 'y T-actual't t- ` 420 Ibs ` tSt --- - - Uplift Capacity of Standoff T-allow 548 Ibs Standoff.Demand/Capacity DCR 4; ".76.7%ram d X-Direction Y-Direction Max Allowable Standoff Spacings Portrait 48" 65" Max Allowable'Cantilever _ Portrait Standoff Configuration Portrait Staggered Max.Standoff Tributary_Area "'.: Tri6"'' ' ¢` fi' "^ m 2 2 sf.,�x: PV Assembly Dead Load W-PV 3.0 psf Net_Wind Uplift-at Sta_n_doff Tactual 4 -525 Ibs , r Uplift Capacity of Standoff T-allow 548 Ibs —�__ Standoff Demand Ca aci : DCR .y v 95.8% 7 " STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER°CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Upgraded Rafter Properties Overhang 0.66 ft Net W 1.50" Roof System Properties San 1 i A ,,. :,:11.65 ft;: U .E uiv D.• ter: 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material _ Comp Roof .¢ .S an 3,. ..:k•. k, :. . ry A(in^2 $ o, 8.25 Re-Roof No San 4 Sx in.A3 7.56 Plywood Sheathing _. :: Yes: y San 5 Y,. - v, ­ Ixifin^Q 20.80 Board Sheathing None Total Rake Span 13.10 ft TL Defl'n Limit 120 Vaulted Ceiling Not ,PV 1 Startw1,17 ft s> Wood Species 5 SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.58 ft Wood Grade #2 Rafter Slope la-2004 $ i IIIwPV 2 Start k ... c' Fb'( si)-, 0 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 To Lat Bracing FUII . PV 3 Start = � =E( si) 1400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 -Member Loading Summary Roof Pitch 5 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.06 8.0 psf ' 8.0 psf PV Dead Load a,• . . PV-DL '3.0 psf x '1.06 �- :' � ., •. . ,.' '' 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL SLi'Z a ` 30.0 psf`' s x 0.7 x 0.7 ,. 21.0 f r ;; a 21.0 psf Total Load(Governing LC TL 29.0 psf 32.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.91 Ct=1.1,'IS=1.0 Member Anal sis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result + Bending Stress(psi) 1,146.8 6.5 ft 1,504.3 76% Pass f r �ZEP HARDWARE=DESIGN-CALCULATIONS-HMP2 _ Mounting Plane Information Roofing Material - 'p , °` �Comp Roof� ,e, , Roof Slope 200 Rafter S acin .. .� >; ,z. 16"O.C. ,. Framing Type/Direction Y-Y Rafters PV S stem T e 7 4 Y �a 7 SolarCity;SleekMountTM. ., = M . A. . a" Zep System Type ZS Comp ..• g_ s Standoff Attachment Hardware . " 1, t tl„°Como'Mount SRV� � .• � Spanning Vents No • - 797,777 :E9 .',i '"'Ai.>. � ,� 7 ^tlg�� Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 WinWin D gn Method Tr Fd " "' "` Partially%Fully Enclosed Method , Basic Wind Speed V v 120 mph Fig. 6-1 „ . " �. 77 C _�, 77 Section 6.5.6.3 Exposure,Cat rY Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof-Height h . 25 ft "{ Section 6.2, Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor- _ Kn`. " . 1:00 r Section 6.5.7 __ -- Wind Directionality Factor Kd. 0.85 Table 6-4 Importance Factor I 1.0 _ Table 6-1 Velocity Pressure qh qh 0.00256(Kz)(Kzt)(Kd)(V^2)(I)29.6 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC U -0.88 Fig.6-118/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure U ° -25.9 psf Wind Pressure Down 13.4 psf LLOWABLE:STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape K, 39" Max Allowable Cantilever. _ �Landscdpe 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area_ _ w, Tri6, n '.. x PV Assembly Dead Load W-PV 3.0 psf Net Wind,Uplift at_Standoff r' 3" T-actypk 20 Ibs,,• Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand Ca aci .,, "' DCR . r, 76.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever- `Portrait} _ � , � .NA _ Standoff Confi uration Portrait Staggered Max Standoff Tributary Area Trib .i; 22.sf +. PV Assembly Dead Load W-PV 3.0 psf Re--I;t Wind Ulift at��Stando`�ff —T-actual�` 7 77 -5251bv Uplift Capacity of Standoff T-allow 548 Ibs __. : an Standoff Demd Ca aci DCR z .,. 95.8% „ ,,•. QD 5 LIiZ Town of Barnstable *Permit#" Expires 6 months from issue dal Regulatory_Services Fee * IIAMSTesr E • � 039. `0�' Thomas F.Geiler,Director prFD MAC� Building Division X PRESS PERMIT Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 MAY.16 2012 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 _EXPRESS PERMIT APPLICATION - RESIDENTLAA bah=F BARNSTABI E Not Valid without Red X-Press Imprint Map/parcel Number / 7c:�'o 7 Properly Address �'f ) p Q S ky- "Wf VC VL C Residential Value of Work 6,1DO(7, o 0 Minimum fee"of$35.00 for work under$6600.00 Owner's Name&Address. (oA S;tjAtV Contractor's Name. V0 VICIK Telephone Number Home Improvement Contradtor License#(if applicable) (� 1 Construction Supervisor's License#(if applicable) �4orkman's Compensation Insurance Check one: ❑ I am a.sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name g R yhm .j su u(vCc ti K Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. . Permit Request(check box) N/Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to, �,r ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors Replacement Windows/doors/sliders:U-Value (maximum.35)#of windows *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. A copy of the Home Improvement Contractors License&Construction Supervisors License is required: SIGNATURE: L� Q MPFILESTORMS\building permit formsT RESS doc i Revised 051811 Contractor shall continue the Work and maintain the Schedule of the Work during any dispute mitigation or resolution proceedings. If the Contractor continues to perform, the Owner shall continue to make payments in accordance with this Agreement. 9.2 DIRECT DISCUSSIONS If the Parties cannot reach a resolution on a matter relating to or arising out of the Agreement, the Parties shall endeavor to reach resolution through good faith direct discussions between the Parties' representatives, who shall possess the necessary authority to resolve any indifferences within five(5) business Days of the date of the first discussion. 9.3 If the Parties are unable to resolve their dispute,the Parties agree to submit this matter to binding dispute resolution procedure through Arbitration using the current Construction Industry Arbitrational Rules of the American Arbitration Association or the Parties may mutually agree to select another set of Arbitration Rules. The administration of the Arbitration shall be mutually agreed by the Parties. ARTICLE 10 CONTRACT DOCUMENTS 10.1 This Agreement is entered into as of the date entered in Article 1. OWNER. // PRINT NAME PRINT TITLE Assessor's office (1st floor): . $ C SYSTEM! BUST BE �THEl� /2a _ p 22 EPTI PUANCE Assessor's map lot numbe .....................:........`.... ........ -t�SYO Q M Board of Health (3rd floor): - �im fO Sewage Permit number ` 5 ......:........................ ........... n --ENVIROVIL r e�AAa L AI.CODE A t E. . Engineering 'Department_(3rd floor): L TOWN REGULATIONS 'oo,,�1639- • - House number .... C....�jj. ..........................: ..... APPL`CATIONS PROCESSED 8:30:9:30 'A.M. and,,1:00-2:00 P.M. only , TOWN, OF BARNSTABLE . BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...:... 1 .............. ..................................................................................... TYPE OF:CONSTRUCTION .....:......Z,/M ...... .................................................................. S� .................................. .. ........19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to to the following information: /� Location ...........�.` ...... .� �`r:..:`'.. /�<c.............0 �/...... ...................... ProposedUse ............ -1 ................................................................................................................................ Zoning District ... c.,.............................................................Fire District ... - -!. ............................................. .Nome of Owner ... ... . .. Address ... f..... ,r �� � y�.1�.1 'Nome of Builder ��, ,�Lj �—................... ......................Address .....................:.............................................................. Address Name of Architect .................. ...:—^...........................................,.. /'�y✓-'..... . .................................Foundation ounaton ..L-- •'1 �'r... !!� :�` / Number of Rooms ......................................... Exterior ........�� .,...il�....�/ h. .GU,949GG ..............:..........Roofing ....... .............. /�.z f6 ,Floors Interior ...... ....... �/ ��dl-.8 Heating ............... ....................................Plumbing ...............fl'Cr'..e�'.`.." ................................ Fireplace .....................................Approximate Cost .......may. m d'� Definitive Plan Approved by Planning Board --- °1�19 __. Area ......... .� Diagram of Lot and Building with Dimensions Fee �Qt...`..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH �II �o A OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS r � I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. ................ ...... •. Construction Supervisor's License ....................................• STROM, A JUHN Z�NLM Build Addition tionN6 ... . r .... . . . .. . . . . . . Sin le Famil Dwellin .......... ..... ..................... Location-.- 9'Sheaf f er Road ............................................................. Centerville ................................................................................. John .-A.' Strom Owner ................ .............;................................... Type of ConstrLiction .......F f am.e................I........... .................................................. ...................... tj Plot ............................ Lot ............................. Februiar,y 5 86 Permit Granted .............. ....19 N. Date of lnspection,�'/ns.................... IV,19'A jW Date Completed .......................................19 fin cr k— M �2 fro 0 Cf 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. r' 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 IDENTIFIEDi BY ,; HOG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. -z 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 IOR L kW KILOWATT T ENCLOSUR ES TO THE FIRST ACCESSIBLE DC cry LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM _ 8. ALL WIRES SHALL BE PROVIDED WITH STR1� IN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY m 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 _ s TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN O PV3. STRUCTURAL VIEWS f PV4 THREE.LINE DIAGRAM LICENSE GENERAL NOTES cUtsneets Attached X . THE TH EDITION • 1. ALL WORK TO BE DONE TO E 8 GEN #168572 � ELEC 1136 MR OF THE MA STATE. BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH ` THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS AHJ: Barnstable Town REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) r PREMISE OWNER: 4 DESCRIPTION: DESI(r!: CONFIDENTIAL— THE INFORMATION HEREIN roe NUMBER: J B—02 6 3 6 3 7 00 is ���! • CONTAINED SHALL NOT BE USED FOR THE CAITLIN SULLIVAN Caitlin Sullivan RESIDENCE Arvind subodn So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 19 SHEAFFER RD0 9.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02632 j ORGANIZATION, EXCEPT IN CONNECTION wITH , 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q—Cells # Q.PEAK—G4.1/SC300 II PAGE NAME: SHEET: REV DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: I T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. PV 1 a 4/5/2017 (BW)—SOL—CITY(765-2489) www.solarcitycom Delta Solivia 7.6 TL COVER SHEET PITCH:20 ARRAY PITCH 20 MP1 AZIMUTH: 111 ARRAY AZIMUTH: 111 Digitally signed by Henry Zhu MATERIAL: Comp Shingle STORY: 2 Stories, CN:cn=Henry Zhu, PITCH: 20 ARRAY PITCH:20 Henry emaii=hzhu@solarcity.com, Mp2 AZIMUTH: 111 ARRAY AZIMUTH:'111 ou=ADOBE(r)-AATL,c=US, r {� �� "=SolarCityCorporation MATERIAL: Comp Shingle STORY: 2 Stories Date:2017.04.06 07:58:22 1}i -OT00' ZN OF A It �4 4 g Y NG NG G. C C�IYIUL 0 NO.52791 CA ! FG�3rE��QQ' r .p O li LEGEND AC AC SD ' L-e-- 0 0 (E) UTILITY METER & WARNING LABEL CRS RS Inv inv INVERTER W/ INTEGRATED DC DISCO c L & WARNING LABELS MP2 O MP1 DC DC DISCONNECT & WARNING LABELS B © AC DISCONNECT & WARNING LABELS A Q DC JUNCTION/COMBINER BOX & LABELS Front Of House" _ DISTRIBUTION PANEL & LABELS o LOAD CENTER & WARNING LABELS (E) DRIVEWAY O DEDICATED PV SYSTEM METER RSD RAPID SHUTDOWN STANDOFF LOCATIONS 1 9 S heaffer Rd CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING.VENTS ARE RED r�,-I I, %I INTERIOR EQUIPMENT,IS DASHED - - L--J SITE PLAN Scale: 1/8" 1' ti 0 1' 8' 16' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT INFORMATION USED FOR THE J B-0 2 6 3 6 3 7 00 ■ CAITLIN SULLIVAN Caitlin Sullivan RESIDENCE Arvind subodh W,.-SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � �•„e NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 19 SHEAFFER RD 9.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS LINTER: BARNSTABLE MA 02632 THE ORG�SALE AND USE OF IZATION. EXCEPT ITHE RESPECTIVE N CONNECTION TH Hanwha Q—Cells # Q.PEAK—G4.1/SC300 z4 St. North Marlborough, Building 2,unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DAIS 01752 T: (650)638-1028 MA(650)638-1029 PERMISSION OF SOLARCITY INC $OIIVIa 7.6 TL SITE PLAN PV 2 a 4/5/2017 (888)—SOL—CITY(765-2489) www.Warcity.com r s 1 - • - 12-9 r rr (E) LBW ZN of SIDE VIEW OF MP1 NTS _ it Y ZHU ` A o CMS NO.,52791 MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 39" 0" STAGGERED �C'ISTER OCR` PORTRAIT' 48" 1711 6511 0" SOW►► RAFTER 2X6 @ 16" OC ROOF AZI 111 PITCH 20 STORIES: 2 ARRAY AZI 111 PITCH 20 C.I. 2x6 @16" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND.Y IS ALONG RAFTERS. PV MODULE 51 5/16"x1.5" BOLT WITH 5/16 FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE 4" ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. 11'-8 --- ------- - ZEP MOUNTING BLOCK ATTACH FLASHING INSERT TO (E) LBW ZEP FLASHING INSERT (4) (2) MOUNTING BLOCK AND ATTACH (3) TO RAFTER USING LAG SCREW., T T SIDE VIEW O F M P2 NTS' (E) COMP. SHINGLE (1) B J INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH. SPREADS SEALANT EVENLY OVER THE MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 5/16" DIA STAINLESS ROOF PENETRATION. - STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES . LANDSCAPE 64 2411 3911 0" STAGGERED '2=1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP . - PORTRAIT 4811 1711 6511 Oil (4) OF MOUNTING BLOCK & ROOF AZI 111 PITCH 20 (E) RAFTER SECURELY FASTEN WITH BOLT. RAFTER 2X6 @ 16" OC ARRAY AZI 111 PITCH 20 STORIES: 2 STANDOFF C.J. 2x6 @16" OC Comp Shingle S 1 1 Scale: 1 1/2" = 1' X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0263637 00 CAITLIN SULLIVAN Caitlin Sullivan RESIDENCE Arvind Subodh BENEFIT OF AN EXCEPT SOLA RCITY INC.B ANYONE E CE MOUNTING SYSTEM. . o NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 wFlashing-Insert 19 SHEAFFER RD 9.6 KW PV ARRAY rt,SolarClty PART TO OTHERS OUTSIDE THE RECIPIENT'S BARNSTABLE, MA 02632 ORGANIZATION. EXCEPT IN CONNECTION WITH MODULES THE SALE AND USE OF THE RESPECTIVE 32 Hanwho Q-Cells 0.PEAK—G4.1 SC300 24 St. Martin Drive, Budding 2. Unit 11 / SOLARCITY EQUIPMENT, WITHOUT THE ( ) PAGE NAME SHEET. REV. DAIS Marlborough,MA 50) PERMISSION OF SOLARCnY INC. INVERTER' T. (650)638-1028 F. (650)638-1029 Delta Solivia 7.6 TL STRUCTURAL VIEWS PV 3 a 4/5/2017 (e66)-SOL-CITY(765-2489) www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES, INVERTER SPECS MODULE SPECS LICENSE ` INV 1 —(1)Delta # Solivia 7.6 TL LABEL: A —(32)Hanwha Q—Cells Q.PEAK—G4.1 SC300 GEN 168572 BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:NoLabel Inv 1: DC Ungrounded / � # RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2231327 Tie—In: Supply Side Connection Inverter;760OW, 240V, 97.5%a Zigbee, PLC, RGM PV Module; 300 ,274.5PTC, 40MM, Black Frame; MC4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 . Voc: 39.76 Vpmax: 32.41 { INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL Delta E; 10OA/2P MAIN CIRCUIT BREAKER CUTLER—HAMMER Inverter 1 IND MULTI—CONTACT WIRING Branch Socket - O Disconnect CUTLER—HAMMER 5 El 1 100A/2P 7 Disconnect 6 Delta A DC+DG MP 2: 1x8 C 40A Solivia 7.6 TL EGC u Eq — ---------- 1 j. N DGDC I 4 __ C' LOADS GND _ __-- GND ------------- ------ _ EGC/ DC+ r C+ MP 1: 2x12 GEC ---TN DC- (E) G _ r----J GND -- EGC- _ ----------- ------- -- ---------=-- GC---_ -------------♦J . N - _(1)Conduit Kit; 3/4' EMT _J o EGC/GEC - GEC_r—T 1 TO 120/240V 1 I SINGLE PHASE 1 1 UTILITY SERVICE 1 1 I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN - is • Voc* = MAX VOC AT MIN TEMP POI (2)Gro rLd Rod P C ( )CUTLER—HAMMER #DG222NR6 .. V B (3)Delta #Solivia A (I MULTI-CONTACT#PV—AZB4 D� 1 { 'M Sr8 x 8, C er Disconnect; 60A, 240Vac, Fusible, NEMA 3R AC Smart RSS Rapid Shutdown, 600V, 20A, NEMA 4X, MC4 Branch Socket; C4 U—Joint Connector, Female Female Male —(2)ILSCO yQ IPC 4�0— 6 —(1)CUTLER AM E D _ -(1)MULTI-CONTACT#PV—AZS4 Insu[Aon Piercing Connector•, Main 4/0-4, Tap 6-14, Ground�Neutral it; 60-10DA, General Duty(DG) Branch Plug; MC4 U—Joint Connector, Male Male Female SC —(1)CUTLER—HAMMER @DS16FK (1)AM , Solid Bare Copper SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Class R Fuse Kit nd PP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. —(2)FERRAZ SHAWMUT#TR40R PV BACKFEED OCP Fuse; 40A, 250V, Bass RKS D (1)CUTLER—HAMMER g DG222UR6 (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL Disconnect; 60A, 240Vac, Non—Fusible, NEMA 3R„ ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE —(1)g1TLER—HAMMER B DG100NB Ground/Pieutral Kit; 60-100A, General Duty(DG) 1 AWG#6, THWN-2, Black 1 AM#8, THWN-2, Black 4 AWG f10, PV Wire,O BOON, Black Voc* =531.89 VDC IsC=19.54 ADC 2 AWG 10, PV Wore, BOON, Black Voc* =354.6 VDC Isc =9.26 ADC(1)AWG g6, THWN-2, Red ©�(1)AWG#8, THWN-2, Red O (1)AM /6, Solid Bare Copper EGC Vmp =388'.92 VDC Imp=18.52 ADC O (1)AMg6, Solid Bare Copper EGC Vmp =259.28 VDC Imp=9.26 ADC (1)AM#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.7 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.7 AAC (1 Conduit Kit;,3/4'.EMT , , , , , , , , , , , , , , , • • . • . _ . . . , • . , • , , . • , , (1)Conduit Kit;,3/4'.EMT. . . . . . * = . . ADC . . . . .-(1)AWG 6f,,Solid Bare,Copper, GEC, , , (1)Conduit•Kit;.3/4';EMT, , , . . , . , • . . . . . ,-(1)AWG p8,,THWN-2,,Green , . EGC/GEC.-(1)Conduit.Kit;,3/4..EMT, , . . . , , _ . (2)AWG#10, PV Wire, 600V, Black Voc =531.89 VDC Isc =19.54 ADC (4 AWG•#10. PV Wire, 600V, Black Voc 531.89 VDC Isc 9.7 O (1)AWG#6, Solid Bore Copper EGC Vmp =388.92 VDC Imp=18.52 ADC IT (1)AWG g6, Solid Bare Copper EGC Vmp 388.92 VDC Imp=9.26 ADC (1 Conduit Kit; 3/4'.EMT. . . .. . . (1)Conduit Kit; 3/4',EMT... . . . . . . . . . . . . (2)AWG g10, PV Wire, 600V, Black Voc* =354.6 VDC Isc =9.77 ADC O (1))AM/6, Solid Bare Copper EGC Vmp =259.28 VDC Imp=9.26 ADC . . . . . . . . 1)Conduit Kit:.3/4'.EMT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J B—02 6 3 6 3 7 0 0 PREMISE OWNER' DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN [Delta OB NUMBER: *Z CONTAINED SHALL NOT BE USED FOR THE CAITLIN SULLIVAN Caitlin Sullivan RESIDENCE Arvind Sgbodh .46%SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OUNTING SYSTEM: 0•��` NOR SHALL IT BE DISCLOSED IN WHOLE OR INZS Comp V4 w Flashing—Insert 19 SHEAFFER RD 9.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ODULES BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q—Cells # Q.PEAK—G4.1/SC300 SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTENVERTER: PAGE NAME PERMISSION OF SOLARCITY INC. ( T. (650)638-1028 F: (650)638-1029 PV 4 a 4 5 2017 (888)—SOL—CITY(765-2489) www.solarcitycom Solivia 7.6 TL THREE LINE DIAGRAM / / CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED :FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 19 Sheaffer Rd ' UTILI TY SERVICE - I I , —J - INVERTER AND DC DISCONNECT r-------------------- ------� SOLAR PHOTOVOLTAIC ARRAY(§) L————————————————————— — J - PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C. DISCONNECT PER NEC 690.17 OPERATING VOLTAGE 240V JB-0263637-00 J B—O r 7 7 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: B 263 J Arvind SUbodh �\`fr CONTAINED SHALL NOT BE USED FOR THE CAITLIN SULLIVAN . Caitlin Sullivan RESIDENCE ;SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: hS NOR SHALL IT BE DISCLOSED IN WHOLE QR IN 19 SHEAFFER RD _ 9:6 KW PV ARRAY ZS Com V4 w Flashin -Insert PART TO OTHERS OUTSIDE THE RECIPIENTS P Flashing —Insert EXCEPT IN CONNECTION WITH MODULES. BARNSTABLE, MA 026322. THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q—Cells # Q.PEAK—G4.1/SC300 2a St.Martin Drive,Budding 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: { PAGE NAME: r SHEEP: REV DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. P V 5 a 4 5 2017 T. (650)638-1028 F: (65 w 636-10 y.om Delta Solivia 7.s T� � SITE PLAN PLACARD / / (eea)-Sol-cnY(�es-2nss) .�.�Ie��It Label Location: Label Location: 11 1 Label Location: ( x > ( )( ) • o e o e o , C CB o AC POI 1 0 (DC)(INV) Per Code: Per Code: Per Code: NEC.690.31.G.3 °o o - o ° •. ° NEC 690.17.E ° .° ° ° e •e• ° NEC 690.35(F) Label Location: - o :o ° - o 0 0 •- TO BE USED WHEN e (DC)(INV) e•° e - ° �t -o °-° ' P INVERTER IS e- -° ° f►�Il<S7 ° UNGROUNDED Per Code: NEC 690.14.C.2 Label Location: - Label Location: o 0 0 (INV) -o (DC)(INV). o o -•- ° Per Code: -° Per Code: DO CEC 690.56(C) o I�• o :1 0 NEC 690.53 k _ Label t t - a e Location: e (POI) r. Per Code: - ' NEC 690.64.B.7 1,4 Label Location: . (DC)(INV) U,1�lL`SJ ff Per Code: NEC 690.5(C) °AR° °.; Label Location: r, lYJl1V (D) (POI) 0 o e Per Code: NEC 690.64.B.4 Label Location: � ( )(DC (CB) ,. Per Coder NEC 690.17(4) Label Location: MGM o•° ° - ° O (POI) .0 o ° -o o Per Code: NEC 690.64.B.4 01, -o ° o Label Location: ° oue Gto (POI) Label Location: ° Per Code: o p p O AC POI ° (AC): AC Disconnect ( )( ) NEC 690.17.4; NEC 690.54 p O Per Code: o (C): Conduit NEC 690.14.C.2 o ° o•° ° (CB): Combiner Box • ° e- (D): Distribution Panel o- (DC): DC Disconnect- (IC): Interior Run Conduit Label Location: (INV): With Integrated ( )-o• o DC Disconnect Awn a (AC) (POI) A' (LC): Load Center 0 Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ��%1r��j 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set ������� T:(650)638-1028 F:(650)636-3029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE �� SolarCity (888)-SOL-CITY(76572489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 1 4, ;. z� -. , t• �{ r Model RSS-600 4-2 Connection Diagram: ..r------------------------ _ 'ti•, - __ —. .,.-++' ., - .,- ., r_ ;„ir.• - .-�.. `aa � _ I DELTA RAPID SHUTDOWN BOX 'It,. u : ,,. ,5 '; ,. 1 r i.. - - GpM�VAt� I ''` •. ON ROOF WITHIN 10'OF PV .. . ...•.. � �� ate■ Ar e s ? r! ' r - s _ 1 1 • J xa 1 , NPP z . w. AC AC oc r ID ,. - .. --------ocw- . . �. One conduit I G ;. •••■■■�AC -for all wiring +�')• BREAKER G .tea �... Technical Specifications ems ` c .�w,w, Input Ratings z lIIPIIr pOTVtIT - . . I �K_„�+ '� �:��,.,7 '.�,�•s4 ,i (v�: 4 ' �vn ri,., 4$�' € -e: � I R/It 10 i3"U"01(f � £°',. ' �tiE17'd a4 +� _.. , g g, Output Ratings 1010 ' 20A. ME=11 • . 1OAWG 126AWG1 3 • • WA w (' ' 3/4 (two holes) A. :. *PLC SI nal n w m aa. r t 5V SI nal Wlre .. - � .: . . . . - .. -', •' wsuls.m..._9 �+16,� ' 'w;A:�"t .., _ ,.^,i7u•�" »a..9._..__ ',`•" � � ,- - .. WAS BOON:t r,�.,,:.: a ■ J . General Data Rapid QShutdown Device ,7.87 x 5_91 x2 09(20_0 x 150 x 53) 12.44 x 10.04 2.16(316 x 25 x5 55) " p R 22 861bs(1.3kg)„ '.. M ,,6 61bs(3.Okg) _. MC 4 P.V ConneciororAmpFienol H4 PYyConnector MC-4 PV Connector rAmphenol H4.P.V,Connector - for Delta 3 ON7 6 TL Inverters _ ' ' t a'° • . - MC 4,PV Connector or Am henol H4 PV:Connector, 'Screw Terminal Blocks '`„' a � p_ a - •. 0 . . - •- i .r• 7 4 158°mil 4 70 C) , `° =' ` 40 :158 F(40 70C);' Deltas Rapid Shutdown.Devices provide an automatic disconnect of 600VDC -j (. -40 185 F-40-85 residential or small commericial PV array system,fully compliant with the Rapid 100%' r. ,•, ,,,, _ u ,. i O 100% Shutdown requirements of NEC 2014 article 690.12. It is compatible with Delta's •.- . • .. ;u 2000m above sea Ieve1 2000m above sea le el .� .. single-phase residential inverters. v_ `10 Years�r, s.�,•u ;• 0 Years KEY FEATURES Standard Compliance • w NEMA4Xa ' NEMA4X ,lr..e 4r'Xr„As„i, •NEMA 4X Protection UL 1741;CSA222;107-1 '.. _ UL1741;CSA'22:2107-1+"` •Compact and Lightweight .. NEC 2014Articleµ690.12,R `. NEC 2014 Article 0.12 a r. as - ' •Rack Mount Installation Delta Products Corporation,Inc. - •Fast Connect with PV Connectors 46101 Fremont Blvd. •Compliant with NEC 2014 article 690.12 Fremont,CA 94538 Sales Email: Inverter.Sales@delta-corp.com . •PLC Communication(Model RSS-600 1-1 only) Support Email: Inverter.Support@delta-Corp.com Sales Hotline: +1-877-440-5851 or +1-626-369-8021 ' ® Support Hotline: +1-877-442-4832 Support rIntl.): +1 to 5prn 69-8019 .. C U S. Monday to Friday from lam to 5pm PST(apart from Holidays) nn www.delta-americas.com www.delta-americas.com/solarinverters L1 IE L7a Rev.0112017-All infolnlaUon rind sprc'fications a e 3•:nhjecl to chnncic vnthout notice - - 1 .1, powered by 1 -' • [ - Format 55.7in x 39.4in x 1.57in (including frame). j . . (1 .. 670mmx100 m m x 40 min) Weigh.-..». ... 44.091bs(20.O kg) _. ..�..° ... - Front Cover 0.121 in(3 2 min)thermally pre-stressed glass wdh anti reflection technology o-��a a - . ����pack Cover ,,Composite film ..: . ...... ...,.;._,:.....__..._._.__ _,»..�.. Frame - Black anodized aluminum '� •• ' m - .w - r--•` 1 - Cell. 6 x 10 monocrystalhneQ.ANTUM ULTRA solar cells - - Junction box 2.60 3.03 in x 4.37-3.54 in x 0.59-0.75 in. PPP - - - - - (66 77mm x_111 90mm x 15-199mm)m) Protection class IP67 with by pass diodes „i•t.t°.rM.a _ z .. Cable p _ 4mm $olarcable;(+)47.24in(1200mm),(-)47.24m(I200 ) Connector Multi-Contact MC4,IP68 P.s:mmm,I{9 Ia°�•�•^'^�', ,POWER CLASS Y..''�. .�.r`� /.,.. +c .Y..,. .;,..<,aE �. pnt._295"'x k?i� s 300 n....:ms. ,". ,305'.*. - ° y F .• _. µ { MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W /-0 W) : � . •..Power at MPP' - PMPP -[W] ._ .295 300 305 ' ' ' ' I"• Short Circuit Current kc [A] - 9 70 -...„._ 9.77 9.84 r .........-_ . Open Circuit Voltage* V IV]' 39 48 39.76 40.05 - Current at MPP_ IMPP «- 9.17- - . . . -:Voltage at MPP` yMPr...m.,--,[t]. ...... 9.--2w6 32.19 32.62 ... 1 The new high-performance module Q.PEAK-G4.1/SC Is the Ideal solution _. r� •. -, Efficiency': � 0 [%] z 17.7 a 18.0 a 18.3 - ' for all applications thanks to Its Innovative cell technology Q.ANTUIUi _ MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOC' .. TM _ .'�.. `. Power at MPP? _ PMPP [W] -. - ..218.1 • 221 8 225.5 LL , • ULTRA and a black Zep Compatible frame design for improved aesthetics, _. _ _ T F installation and increased safety.The world-record cell design was- E ShortCirc°nCurrent Ire IA] 7 a2 7.aa T �.94_i - - easy installat o a ty g F I E. �... __.w._.: .- .�.�...�� �._.. .�. ..._ � ---- , _ Open CfrcuH Voltage` - - V. IV] - 36.92 v e _ 37.19 37.46 l developed. achieve the best performance under real conditions-even -- - - --' -_ d M-- -- - ^�- - - - - �• P . -Current at MPP•_ (MPP [A] > 7.20 7.27 7.35.' - with low radiation intensity and on clear, hot summer days. �' Voltage at MPP• VMPP IV] 30.30-� � 30.49 30.67- " .!1000 W/m',25°C,spectrum AM 1.5G. Measurement[oleiances STC s3%;NOC f 5% '800 W/m',NOCT,spectrum AM 1.513.. "typicaltvalues,actual values may differ PERF 'n. •. r.•.«.sin"As+. ` .+ M W IRRADIANCE-ORMANCE WARRANT .: 2 � LOW ELECTRICITY GENERATION COSTS n „ At least 98%of nominal power during first year. X r r � � ---- Thereafter max.0.6%degradation per year. Higher yield per surface area.and lower BIDS COStS.thankS t0 W d " --- ---- ---- -- At feast 92.6%of nominalprwer upto 10'years. - I'i ghe y p , - At least 83.6%of nominal power,up-to 25 years. - ' higher power classes and an efficiency rate of up to 18.6%. _� - I data within measurement tolerances. r ---r-- ----- - .. All , Full warranties in accordance with the warranty..' - " W terms of the CELLS sales organization of your sao 0o _ INNOVATIVE ALL-WEATHER TECHNOLOGY ,. �.]LJ respective country. n). r•, Optimal yields;whatever.the weather with excellent low-light c e � .. Rao_ � ... IR IANCE WAn2I and temperature behavior. - - - - Typical module performance under low irradiance in - . comparison to STC con diti ons(25°C,1000 W/m'). - YEARS .. ENDURING HIGH PERFORMANCE € e 77 J - TEMPERATURECOEFFICIENTSr . yMC Lon term yield security with'Antl-PID TechnologyQ Temperature Coefficient of a : [%/K] +0.04 Temperature'Coefficient ofVo, g- y .v , - .. i .,. � - �- - :. --,°.;.,--.�..-,---v'-'•....-,.�;...a.:....,-..,-...-..:,.�_.......-.,...-,�.:.,_....._,.........;...:-...�.-.,w,w.w- .. ...,.., .....,:..: I"/o/Kl TM - l TOP BRAND-Py Hot-Spot-Protect and Traceable Qual Ity Tra.Q Temperature Coefficient of PpPP y [%/K] -0.39 Normal Operating Cell Temperature NOCT [°F]' 113 t 5,4(45 t3°C) m, .�... .. '. ._...,-.-.,..,--�---,--.._....._�.._..__,_..,.._..._....._..........,_..,...,:.»...-....:.�.-..-.�..».,._......_'__.__...--.:.,_.-_,_.__ ram_____^: .. - . A RELIABLE INVESTMENT016 1 1 1 I Inclusive 12-year product warranty-and 25-year ( Maximum System voltage Vsyy„T�� [V]_ 1000(IEC)/1000(UU Safety class n Maximum Series Fuse Rating. ° [ADCI 20 'FireRatmg `..C(IEC)/TYPE,1(UL) - linear performance guarantee2. ��. - - perature - - - - - _ � _ Design load,push �-[Ibs/N.] ,- 75(3600Pa) Permitted module temperature �40°Fupto+185°F � S. P ' oncontinuousdury - (-40°Cupto+85°C) GSM ATj�`' Phnfnn •. e yv� Design load,pull(ULY Ilbs/ftp] 55.6(2666 Pa) 'see installation manual aciELLS . - • • Best p ly ystalline' .-..«.».. solar m d I 2014 - �Q) e,PRO-0235 AcOan MPP� 2 " .,•e.w�;.a-'` - I j UL 1703;CE-compliant; � � Number of Modules per Pallet 26 i ].-IEC 61215(Ed.2);IEC 61730(Ed.1)application class A •: -+---^ =-- •' - """"t( 9 Number of Pallets per 53'Container OMP4J 1� Number of Pallets per 40'Container 26 APT test conditions:Cells at-1500V' ® -" - 7Z C E O Pallet Dimensions(L x W x H) 68.7 m x 45.3 in x 46.1 in - against grounded,with conductive me- c us V"ooMPnr°v _ (17455mmx11150mm x 1170mm) tal foil covered module surface,25°C, Pallet Weigh 12541bs(569kg THE IDEAL SOLUTION FOR: 168h 2 See data sheet on rear for further - NOTE: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 Rooftop arrays on of this product. H residential buildings information. _ _ _ i - Hanwha O CELLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I.TEL+1 949 748 59 96.1 EMAIL inquiry®us.q-cells.com I WEB www.q-cells.us . Engineered in GermanyCELLS „ g I