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0133 DROMOLAND LANE
r 4di'y r rr y L �G y p kr 'ly '� '� fln �.�,� �� �� ��.F �iit vf�1'1� W0,1AR ,ls+to s pj r ib ' ft � i-.d x�r ,5!`.`{ �^� �,� �Y y� N �1 �i�l' p, /e�.., : . ^d• ":G�.4. 'wr ,(i., .. .d�t•. .. �iq./; � Y{{, j�" �;s �.� �},��,�. .�w..s .ym. + .. .,Yl..�'4 ..." , ., r ,.r.�.. �,l�xu.. f�:,• Y�.�.1$_-,a� ...._ .^�-a .}",. 4. ...`l�..f 7:n�,_/;:.�. � �1t sY. s +�..;,^,mG...,r - Sir '� k �,PJ �fy� 1���f'` 'f rtc��c14� �f aa1� 1 4y"�d T � J f t �`� � �ryti�y la +{w� ,trr �'tF «��i,:1 ti, ' b�!►L �Q � { C 1 TOWN OFXARNSTABLE BUILDING PERMIT APKICATION 1403 Map Parcel Q6 Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board c Historic - OKH 01)13 Icbl& Preservation/ Hyannis77 Project Street Address I?j?I) 7as�A n� Village Owner Czvc-ol A• k-"o-A Address a'uir\o kr--n �<.u1,� Telephone `�C� �(n Permit Request �-i[iS JCl� �(5 C}n t`aa ISM h4 hulk,, . cde 1 c Q5 S z ` SK C� VL ' e�cc. y� ICI ?9 ktJ '( S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new— Zoning District f �=- Flood Plain Groundwater Overlay Project ValuatiohZ& POP Construction Type Lot Size Grandfathered: ❑Yes 2ko If yes, attach supporting documentation. Dwelling Type: Single Family ;L Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: ❑Yes 4No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new —First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: ExistinNew Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizPool: ❑ existing ❑ new sizeht-Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new siz Shed: ❑ existing ❑ new sizeNvOther: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes *o . If yes, site plan review # 41 Current se e:;1A,r✓ 7 A_ Proposed Use �h APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name tvi �ril� �-lt l4Scn, u Telephone Number la ,D Address lob at' G�/�5`I� License # C'S- I D�615 � Uli� CJ'aCa Home Improvement Contractor# Email c cpvk Worker's Compensation # / � �� a01s�- y ALL CO RUCTION DEBRIS RESULTING ROM THIS PROJECT WILL BETAKEN TO Qr_l►►1�05 tar 6b l u1 yll�tt SIGNATUR 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. a'S o I a r C t Y. OWNER AUTHORIZATION Job#: Q d� Property Address: 3 3 f oa. 3 T- 1 as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. 4%gnature::o��f Owner:4 6a . n � r v-f"491111t V.V0i`1! Version#49.3 .070 olarCit ® OF ON SKANDA f" October 7, 2015 TRUCTURAL �n 51866 Project/Job # 0262026 -off a RE: CERTIFICATION LETTER OVAL E Project: Hannon Residence Dromoland Ln Barnstable, MA 02630 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 - MP2: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) - MP3: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas)- - MP4: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19138 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Paymon Eskandanian, P.E. Digitally Signed by Professional Engineer PaymOn Eskandanian T: 714.274.7823 email: peskandanian@solarcity.corn 2015.10.07 11:47:37 -07'00' .3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com ' AZ ROC 243771,CA CSLri 888104,CO EL'8041,CT HIC OEt32778,DC H1C 71101486,DC HIS 71101488.HI CT-29770,MA HIC 1E8572.MD MHIC 128948,NJ 13VH08180900. OR CCS 180498,PA 077343,TX l'DLR 27006,YVA GCL;SOLARC91907.Q 2013 SoletClty.A11 rights reserved. I 10.07.2015 SolarCityPV System Structural Version #49.3 It Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Hannon Residence AHJ: Barnstable Job Number: 0262026 Building Code: MA Res. Code, 8th Edition Customer Name: Hannon, Thomas Based On: IRC 2009/ IBC 2009 Address: Dromoland Ln ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02630 Upgrades Req'd? No Latitude/ Longitude: 41.699720 -70.300326 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Eric Smith 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 = 0.19138 < 0.4g and Seismic Design Category (SDQ = B < D 1 2-MILE VICINITY MAP DigitalGlobe, MassGIS, Commonwealth of Massachusetts EOEA, USDA Farm Service Agency 0 Dronnoland Ln, Barnstable, Ma 02630 Latitude: 41.69972, Longitude: -70.300326, Exposure Category: C I s� STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Pro erties San 1 11.83 ft s Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Material - Com `Roof-.�,, 'S an3 � , A A. 110.88 in 2 r; Re-Roof Yes Span 4 S. 13.14 in.A3 ` Plywood SheathingYes San 5 I 47.63 in.A4 Board Sheathind None Total Rake Span 15.44 ft TL Defl'n Limit 120 Vaulted Ceiling x No PV.1FStart t I-R 1.92 ft-VW Wood;Species k ASPF Ceilina Finish 1/2"Gypsum Board PV 1 End 14.00 ft Wood Grade #2 Rafter Slope 350 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat BracingFull PV.3 Start E 1400000 si Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.22 12.8 psf 12.8 psf PV Dead Load "` ' PV-DU '3.O'psf 'MR6,x 1.22�"�'�'� .,.4 ; ' X3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SLl'Z 30.0 psf x 0.7 1 x 0.41 21.0 psf 12.3 psf Total Load(Governing LC TL 1 33.8 Psf 1 28.8 osf 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 - CIF Cr D+ S 1.15 1.00 1 0.42 1 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 30 psi 0.8 ft. 155 psi 0.19 D+S Bending(+)Stress 605 psi 6.8 ft. < 1389 Psi" 0.44 D+ S Bending - Stress -21 psi 0.8 ft. -588 psi 0.04 D+S Total Load Deflection ;-0.37 in. 466 6.7-ft. 41.44 in. 12V 0.26:. _rAOD+S �CALCULATION_OF DESIGN WIND_LOADS- MP2 Mounting Plane Information Roofing Material Comp Roof ,—..�„ - PV SyYstem Type _ _ � ; : �.��- �-` ;�;; '• SolarCity SleekMount'"'_ • . ". �_�_ _ _ Spanning Vents No Standoff Attachment Hardware Comp Mount Tvoe C Roof Slope 3 Rafter Spacing+ . tr r--�-, s16"0 $ jo _ , . FramingType Direction Y-Y Rafters Purlin_Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment,SystemL q `Tile Roofs Only;;^ .: NA Standin --Searn/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 -- Wind Method's, " .' x77' P rFr Partiall�Full EnclosediMethod _ __ a YI.Y� _.�._ Basic Wind Speed V 1_1.0 mph Fig. 6-1 Exposure Category __ C Section 6.5.6.3 Roof Style Gable.Roof Fig.6-11B/C/D-14A/B MeanMean R6of7-Hei ht i h-a m�,` 15 IC,77 77777 Section 6.2777-1 . Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6 3 Topographic�Factor f -- `. ,- $" 1:00 r zSection65.7 Wind Directionality Factor Kd 0.85 Y Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Dwn - _: a 0.88 „ . Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U „ -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable"Cantilever :'' q Lary' ndsca-pew" 24"_ _ . _nw Standoff Configuration Landscape Staggered Max.Standoff_Tributary_A rea _$ Trib__ R 17 sf PV Assembly Dead Load W-PV 3.0 psf NetNet W.ind;Uplift at Standoff_- T-act_ual -343�Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci � _.,�� DCR:7 . ,��.`�' _�68.7% f,.,�� + . 7 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilevers<` Po_gait° Y_ j -' 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W PV 3.0 psf Net Wi d plift�a" t Standoff �� T actualFU ga _ u P1 .-428_Ibs "° " . Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacitv DCR 85.6% i STRUCTURE ANALYSIS - LOADING SUMMARY ANDMEMI31416CHECK= Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties „a - Overhang 0.82 ft Actual W 1.50" Roof System Pro erties ` S anA . lE.,70 ft 1OMW WWActual DOW p. ,. r 7 251 Y °l Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Material` . N '. .Com .Roof" . MOIN S-an 3.s__ . 10 88,in.^2 -: Re-Roof Yes Span 4 S. 13.14 in.A3 Plywood Sheathing T,. Of -yes m ,. S an'SE -. - °_; I-MMM,. EM . 14"UNT a Vf47 63 in:^4 Board Sheathing None Total Rake Span 15.28 ft TL Defl'n Limit 120 Vaulted Ceiling, s,., '�Nc" m10 MR PVT Start M 1.50 ft!'VvW' Wood Species SpeciesM ..r MSP.F,. Ceiling Finish !1/2"Gypsum Board PV 1 End 11.50 ft Wood Grade #2 Rafter Slope , "a i " :' ,, 35° sW PV 2 Start_ I P Fe` _ ; ..MM 8751psi'' ;h Rafter Spacing C 16"O.C. PV 2 End F. 135 psi Top Lat Bracing _a w; � -'W, F u I I k 0 M MERMPV,3 StartM ,. .M U"M M A 9 ME 4.0 W, " , M1400000 sip Bot Lat Bracing At Supports PV 3 End Em;,, 510000 psi Member Loading mary Roof Pitch + 9 .12. Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load f DL 10.5 psf x 1.22 12.8 psf. 12.8 psf PV Dead Load 3.0 sf M `x*122 K . . t_ry w_. "3 7_ sf s ¢ws n Roof Live Load E RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load; .. ,. F" LL SLlri2 300 psf z 0:7, �jx 0:41� 210'psf* 123 psf_ -- Total Load(Governing LC j TL 1 33.8 Psf 1 28.8 osf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(Is)pg; Ce=0.91 Ct=1.1,IS=1.0 Member Des! n Summa (per NDS Governing Load Comb CD CL + CL CF "Cr D+ S 1.15 1.00 0.43 1.2 1.15 Member Analysis Results Summary Maximum . . Max Demand ' @ Location Capatity. DCR Load Combo Shear Stress 29 psi 0.8 ft. 155 psi 0.19 D+ S Bending + Stress 591= si°.. ;... 6:7tft. 1389, si a; 1 . 0.43'. _ 3.D+�S�: . Bending - Stress -21 psi 0.8 ft. -594 psi 0.03 D+ S Total Load`Deflection '. _ ':-_ 0.36 ins= 14829- .. 6.,Tft. ° 1:4316 ' 120 10 0.25' MMD� SJ.W [CALCULATION OF DESIGN 1NIN}D'LOADS :MP3 _ Mounting Plane Information n Roofing Material Comp Roof PV�SystemType: , . = �aa� sa r = w •r.=,SolarCi SleekMountT" i <, ' —tY Spanning Vents No Roof Sloe 163 50 O C Rafter Spacing s Framing Type Direction Y-Y Rafters :Rjs{r ,svu t . -,_ a '^F,. Purlm,Sp_acin9 a X-X Purlins Only r' _ a t NA Tile Reveal Tile Roofs Only NA Tile Attachment System. _, Ti_IeIRoo6SP = :'.. , ,. : . : NA Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 _ Patial Wind Design,Method ::r° (Y/FuIIyAEnclosed Methode €° .•:. Basic Wind Speed V 110 mph Fig 6 1 Expos4 Category• i 1 . fi x •°. G Sectionn 6 5.6 3 Roof Style Gable Roof Fig.6-11B/C/D 14A B Mean Roof Hei h+ n,:;WRO 15xft. ° ' Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor4. a Krt.F•. .u _ 1.00 ' {.. ;, Se Lion,65. Wind Directionality Factor Kd 0.85 Table 6 4 Imp ort—an ce.Factor ,:MI 1 0 _ ._r ... _ _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: Pressi7"re Coefficient" Down ' n. i Fi4?6=11B/C/D,14A/B Design Wind,Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABL`E`STANDOFFsSPACINGSt 7 ., ,: . X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowablei antileyer a jaandscape x ^'" -- Standoff Configuration Landscape Staggered m _ Trib a. ., y „ 17 Sf ': Max StandAlritiutary;Area ;_ PV Assembly Dead Load _ W-PV 3.0 psf Net Wind!Uplift at_Standoff '_ l,j T-actual 343 Ibs: Uplift Capacity of Standoff T-allow 500 Ibs Standoff:Demand Ca ci 7-4WDCR'—iMN.._3. Fj `;r:. , 68:7%, A :I T X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever" Portrait= • # Standoff Configuration Portrait Staggered Max,Standoff Tnbuta Area kI Tn_b22= 22 sf 1g .r PV Assembly Dead Load W-PV 3.0 psf Net Wmd Uplift_at Standoff_ "" f . T—zp— ua Uplift Capacity of Standoff T-allow 500 Ibs Standoff.Demand Ca aci , e. ,ry DCRr ,.M A,rt 4 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK 7;MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties A'-Span 1 1 4, 11:83 ft � , •.Actual D - -7 25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof Yes San 4 S. 13.14 in.A3 I Plywood Sheathing Yes S an'5 Ix 47.63 in,A4_, Board Sheathing None Total Rake Span 15.44 ft TL Defl'n Limit 120 Vaulted CeilingNo _. 11=PV 1 Start I Fy 2.17 ft__ .ET' 'Wood S eces 4 M_° - `SPF 777 Ceiling Finish 1/2"Gypsum Board PV 1 End 14.33 ft Wood Grade #2 Rafter Sloe 350 ,,PV 2 Start 6. ., Fv� _ 875 psi _ Rafter Spacing 16"O.C. PV 2 End F 135 psi Top Lat Bracing Full PV 3 Start E 1400000 si Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.22 12.8 psf 12.8 psf PV Dead Load PV-DL 4 .3,0 sfv. x:;;1.22 3:7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7_ x 0.41 21.0 psf 12.3 psf Total Load(Governing LC TL 1 33.8 psf 28.8 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)py; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.42 1 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 30 psi 0.8 ft. 155 psi 0.19 D+S Bending + Stress 606 psi 6.8 ft. 1389 psi 0.44 D+S Bending - Stress -21 psi 0.8 ft. -588 psi 0.04 D+S Total Load Deflection 0.37 in. 465 aN 6.7 W'" y''1.44 in 120 7 `0.26�O' D`+S [CALCULATION OF DESIGNWIND_LOADSMP4 Mounting Plane Information Roofing Material Comp Roof SolarCitySleekMountT"' „ , PV SystemType"x, ri :�, s'.a - - Spanning Vents No Standoff. Attachment Hardware r K j x- Como Mount Type C n Roof Slope 350 Rafter Spac_in_g 16"O.C. Framing Type Direction Y-Y Rafters Pu_rlin Spacing ,�m�- � T X-X Purlins Only °..NA; :r .� Tile Reveal Tile Roofs Only NA Tile Attachment S stem Tile R ofs Onl t NA Standin Seam ra S acin SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 WindWind D sign Method __ �'` '.�� + " "wPartially/Fully EnclosedrMethod w7_ _ ,,. 7 . Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category . ,,�j Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor it, - "'Krt x 1:00 Section 6.5.7. Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor '•r N, q ���,� '.�� 1I . W -: •, 4=w W; 3*Ep ,„ ,-Tk�F 4}:, ble 6� 1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 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''r W.', r.. `AV! ' "" "'-0.88" �' F WT, Fi4.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" lever Landscape .: 24"_ _ -'NA Standoff Configuration Landscape Staggered Max Standoff] butary'Area� . s.Trib - : � 17 sf . ` --_ a , :,F, �_ 1 PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff_ T-actual -343 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR - 7 68.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max A- - - Portait" ' x 19" — oaCve Standoff Configuration Portrait Staggered Max Standoff_Tributary.Area ` w_ Trib " 22 sf PV Assembly Dead Load W-PV 3.0 psf NetNet Wind.Uplift at Standoff Tactual -428 bs Uplift Capacity of Standoff T-allow 500 Ibs . --.-.w -_ - , Standoff Demand Ca aci :` -` #DCR "�.: 177217 -_� ." 85.6% x u OPTIMUS SERIES: OPT 60 CELL MODULES r � ELECTRICAL DATA(NOMINAL) The rated power may only vary by t5 Wp and all other electrical parameters by.*5% Model Number OPT OPT r .r 4 :r r .• :• Power Classification(Pmax) 260 W 270 W N . Module Efficiency(%) 16.02% 16.63% Voltage at Max.Power Point(Vmp) 30.50 V 31.00 V Current at Max.Power Point(Imp) 8.52 A 8.70 A Open Circuit Voltage(Voc) 38.30 V 38.40 V Short Circuit Current(Isc) 9.01 A 9.18 A 982 I ao The electrical data apply to standard test conditions(STC):Irradiance of 1000 W/rrF with AM 1.5 spectra at 25°C. r I 9 CHARACTERISTIC DATA ora�3u RIa i 1 Type of Solar Cell High-efficiency ARTisun Select cells of 156 x 156 mm(6 in.) Frame Black anodized aluminum alloy;Zep Compatible frame 4 _ B o Mounting S10 Glass - Tempered(low-iron),anti-reflective coating _ 4-6.6 x 12 I Junction Box NEMA IP67 rated;3 internal bypass diodes , Cable&Connectors 12 AWG(4 mm2)cable with Amphenol H4 connedtors; -04 9 cable length approx.1200 mm Grounding Halo - - I MECHANICALS Cells/Module 60(6 x 10) A A Module Dimensions 1652 x 982 mm(65.04 x 38.66 in.) a Module Thickness(Depth) 40 mm(1.57 in-) ) Approximate Weight 18.5+/-0.25 kg.(40.8+/ 0.5 lb.) 952,15 TEMPERATURE COEFFICIENTS Sunha OPT2W Bl,kBook Shoot:260 Watt,60 Call Solar Madole Voltage 6,Voc(°/O/OV) -0335 C—l•WRog°(M.a F-11 l'1—Ingon(W/W)end Temp°nNn Current a;Isc(%/°C) +0.047 9.0 ;o Power y,Pmax(%PC) -0.420 t 6.o NOCT Avg (+/-2°C) 46.0 LIMITS n.n _ °'° loo "' °° 2'° 38.0 '°' '°' Max.System Voltage 1000 VDC for IEC,1000 VDC for UL V°tt ge(V) faa0wnm—z°ownnz—w°wnnz—aoo wm,z—za0 wm,z—lnoo—a.c Max Series Fuse Rating 15 Amps Operating Module Temperature -40oC to+85°C(-40°F to+185°F) S Storm Resistance/Static Load Tested to IEC 61215 for loads of 2400 Pa(50 psf); 100% �iti N/� W 97% hail and wind resistant FqR FR�NQ� Suniva®reserves the right to change the data at any time. View installation manual at zepsolar.com. Z ORM sj-' lUV 90 kWh,TC 400,DH 2O00.2Tests were conducted on module type OPT 60 silver frame. 90% gNCFy�F Iqq qp� o RRgHHG a 80% Please read installation manual before installing or working with module. 0 1 12 25 YEARS ProdLict Modules Pallets Toial HEADQUARTERS per palle per ModLde� Comainer 5765 Peachtree Industrial Blvd., OPT-60 cell 25 28 700 Norcross,Georgia 30092 USA PLEASE RECYCLE (silver and black) Tel:+1 404 477 2700 Suniva" . MAY 7,2014(REV.6) [SAMD_00381 OPT-72 cell__ 22 24 528 www.surliva.COm The Brilliance of Solar Made Sensible° Suniva The erilliance of Solar Made Sensible• SUNIVA OPTIMUS" SERIES 1, MONOCRYSTALLINE SOLAR MODULES OPT SERIES:OPT 60 CELL MODULES ZEP COMPATIBLE FRAME GOMPATj, The Optimus®modules consist of Suniva's latest ENGINEERING EXCELLENCE rv� ��I technology:ARTisun®Select.These superior Built exclusively with Suniva's highest-efficiency y /_ monocrystalline cells are designed and ARTisun Select cells,providing one-of the highest. 4 w manufactured in the U.S.A.using our proprietary power outputs per square meter at an affordable cOMPA low-cost processing techniques.Engineered manufacturing cost i, with our pioneering ion implantation technology, � ■ Suniva is a U.S:based company spun out from.the r high power-density Optimus modules provide excellent value, Georgia Tech University Center of Excellence in performance and reliability. Photovoltaics;one of only two such research centers in the U.S: FEATURES acts,o ■ Sunlvas state-of-the art manufacturing and module - •------- -— -�-- oo - lab facilities feature the most advanced equipment T� a Contains the latest ARTisun Select cell and technology. A technology-over 19% QUALITY & RELIABILITY - Silver frame available upon request ■ Suniva Optimus modules are manufactured and warranted to our specifications assuring consistent' 0 Zep Compatible frame high performance and high quality., ■ Rigorous In=house'quality management tests Marine grade aluminum frame with hard beyond standard UL and IEC standards o anodized coating ■ Produced in an ISO 9001:2008 certified facility g. ! 0' Industry leading linear warranty: 10 year warranty ■ Performance longevity with advanced on workmanship and materials;25 year linear polymer backsheet o ( performance warranty delivering 80/o power at STC iy ■ Passed the most stringent salt spray tests based r on IEC 61701 Buy America compliant upon request ■ Passed enhanced stress tests'based on IEC 61215 Qualifies for U.S.EXIM financing 1 conducted at Fraunhofer ISE Certified PID Free by PV Evolution Labs(PVEL) l' System and design services available F ■ PAN files are independently validated by PVEL 7 MIL I r�, r. . CERTIFICATIONS GPVEL C AS5033 ON •ABYANMOSOLAR ompliant - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma :�;� ` Parcel �� Applicatio Oat) n Health Division Date Issued 12-6�137� Q� Conservation Division Application Fee " Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address /33 _l 40L11 c216124 11U r Village Owner !--�/ C�il') �� Address 13 Telephone _3 (0 q�5-0 Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ., Construction Type a Lot Size Grandfathered: ❑Yes ❑ No If yes, attach su porting ddcun tation. a Dwelling Type: Single FamilyC/ p Two Family ❑ Multi-Family (# units) Age of Existing Structure / 0 Historic House: ❑Yes ❑ No On Old King's �. ighway._111 Yes; ❑ No Basement Type: dFull ❑ 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 inclu 'ng baths): existing new First Floor Room Count Heat Type and Fuel LXGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ 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 r (BUILDER OR HOMEOWNER) Name I U2N) ^ c�S U��, Telephone Number 'J�� 73- ON QQ ' rIA Address� V 9 M(0 Tf l _bF-A Vk — License # CS _ C2�9 dSZ3 �A� Q.SA- Home Improvement Contractor# 0'2-�P 3 Worker's Compensation #W ccsbD S I ai00� ALL CONSTRUCTION DE RESULTING FROM THIS PROJECT WILL BE TAKEN TO Q N1117 TeL,LK)-clQ�4 � 3 SIGNATURE DATE h r FOR OFFICIAL USE ONLY APPLICATION# r` DATE ISSUED. F MAP/PARCEL NO. i +' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FRAME - - - INSULATION:.} It- FIREPLACE i ELECTRICAL _ ,ROUGH FINAL PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL FINAL BUILDING.*- DATE CLOSED OUT fir; ASSOCIATION PLAN NO. f . .. , S►fie �� � � I �� �2 (a 1 Nff t", f 1 I PdRi4CIPd11NG mass save CONTRACTOR PERMIT AUTHORIZATION FORM owner of the property located at: (Owner's Name;,printed) .(Property Street Address) (City/rown) hereby authorize the Mass.Save Home Energy Services Program assigned:Participating Contractor listed belowto;act on my:behalf.and obtain a.building permit to perform insulation and/or weatherization work on my property. t� - Owner's Signature Date FOR.CSG OFFICE USE ONLY Conservation Services Group has._assigned°the following Mass Save-Home Energy Services Participating Contractor to the-above referenced project: Participating Contractor Date Rev: 12/32011 f Uei:-ri-f3UJ. ro TURREFIOWN OF P Ai STUBILP CONSTRUCTIOiV CO. eic 79B MID-TECH DRIVE,WEST YARMOUTH, MA02673 t 9 PHONE: 508-778-0111 FAX: 508-778-5010 2013 11-•-.-.__ 2 3 6 VWM.TUPPERCO.COM Date: (0 12111 13 Town of Barnstable Thomas Perry CBO 200 Main Street Hyannis, Ma 02601 (508) 790-6230 fax Re: Insulation Permits Dear Mr. Perry This affidavit is to certify that ail work completed for permit application Issued on ' I ('/��� has been inspected by a certified Building Performance Institute (BPI) inspector. All work performed meets or exceeds Federal and State requirements. CY Sincerely, 133 c lccn6 � • chard Tupper License # CS-69058 Town of Barnstable �F1HE rho Regulatory Services Thomas F.Geiler,Director 1ARNSTAISM + 9�. MASSS. Building Division ,erFD MA'S A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 �'l/ddz�o�� Fax: 508-790-6230 PERNIIT# I FEE: $ SHED REGISTRATION ( i 120 square feet or less 133 �oJ1J Z-/I/ Location of shed(address) Village. 61?E6--o2Y a_ PA TA/ r-1A CkoWtFLI- Sow 3Ea- l� Sl� Property owner's name Telephone number Size of Shed Map/Parcel# 17 Signa ate Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 Seni by: YanKee -iurvey; 1 5U!! 42U 555J; Jun-4-U2 11 :21 ; Page 1/1 To: DUBIN At: 5087786986 .} I l"1 I LILY' 14 0 i T rk?06'Y3 ;�' v LOT 1 �„sn.a•, vs? ��o I1- '�..rrrrrrrie � .o LPCJOL� o OCh o #1u�ff '•rrrr,rr3rr r.r••rb 342.21 1 564?.� a5 W LOT 12 '• This 1v10RTGACGF; INSPECTION Plan 'y For FLOOD 7.0AJE' R 5. zoly . ie -1 Hank Uba Old F: ulsT AMU MM 11 r ,iRD SL Y RY AN t rNT 9UN� Ji 'I•pW _ _ REGISTRY OWNER: ffjCO •F: C STtI cis _ ()KED REF: 5733,_A0_ -- — BUYFR' �REfURY�sf�_I'AT�'IC.Id_l.' 111 'I.L_ DATE: _/3 ZO0 . PLAN PEP.. 154j0 SCALE:I"= I F[FREBY' t;RRTIFY TO ��►of r yA.VkEE S[JTtVEY _ _ T11AT THE BUILDING CC)NSUurANTS :,-i ON TI05 1•ILAN IS LOCATED ON THE GROUND AS PAUL SIiOWN AND *THAT ITS P0SIT10N DOES ___ CONFORM � � 40B (SUITT; 1) TO THE ZONINC LAW SETBACK RLQUIREMENTS OF TILE +� TOWN UI' ?jRLV_S'TAgL.jL'___.. _AND THAT Na INDUSTRY ROAD IT DOES AUT _.. I)K WITITIN THE SPF.( TAL FLOOD HAZARD feBTfa MAl25fUNS MILLS, MA. U648 AREA AS SHOWN ON THE II•U.D. MAP ll�TFD_(�f3/1��I� 'fEL. 428 •UU:55 Co ► iit -P:i n 1 ;_'50001 0005 FA}G 420-5553 ___ _ THIS PLAN NOT MADE FROM AN INSTRUMENT SURWY !�'f}Ti W f'LaS ►�U'C TO HE USMU I'OR FENCES HULLOING J'ERMIT:i WrC. f'3'32� .IF' Assessor's Office 1st floor Map Lot 03 O 1 Permit# dp� g Ccgiservati6n Office 4th floor �: S- 4!�- l� Date Issued ✓r 9s� Board of Health Ord floor Engineering Dept. (3rd floor) House# Planning Dept. 1st floor/School Admin.Bldg.): V ��s Definitive Plan Approved by Planning Board 19 INSUiLE®IN E A Iications process 9:30 a.m.& 1:00-2:00 .m. �j,9 �c�GTff-TL CE TOWN OF BARNSTABLE Building Permit Application Project Street Address i3�J ► )Co MU la (Ar) `` '' tt Village f ` h C�- Fire District r\Si Owner q' e &�u Y- � t S Address �3�3 a (g OA-d. Lrl , CvA& Tele one e_ ,( a -`j (� Permit Request: v v� Cur\ f n rove Zoning District Flood Plain ry-'O Water Protection /h Lot Size Q( )'S' Grandfathered Zoning Board of Appeals Authorization Recorded' Current Use Proposed Use Construction Twe Existing Information Dwelling T Sin le Family Two famil �-�' Multi-family Age of structure � Basement type � :�2 Historic House ' "�0 Finished 'V Old King s_Highway Unfinished Number of Baths \ No. of Bedrooms Total Room Count(not including baths) ` 7 First Floor Heat Twe and Fuel Central Aires Fireplaces o� Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name W,(-" s c� er-' Telephone number ��� - 73 Address h�o r �'h�r- Ci License# II ff rn v 2-6 3 Home Improvement Contractor# 1 to lv Worker's Compgnsation # '-Zd NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ` ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S CM Project Cost %3; oO C�. Fee �U SIGNATURE DATE BUILDING PE T DENIED FOR THE FOLLOWING REASON(S) BPERM T h16� FOR OFFICE USE ONLY .5/5/951��" _ • 334.031 Y ADD,RESSy 03 Dromoland Lane VII.LAGE,- Cummaquid OWNER NIcole=Sturgis + - F DATE OF LNSPECTION: FOUNDATION j A INSULATION ` , A ,FIREPLACE , t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL y GAS: ROUGH FINAL FINAL BUILDING: ° ia(k'l DATE CLOSED OUT: .a: i, ' , ASSOCIATE PLAN NO '' ' ` f TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. . DATEj ...:... JOB LOCATION C/ . Number Street address SectiC n of town "HOMEOWNER" �� /�l�d N Home phone Work phone PRESENT MAILING ADDRESS D 0 X City town State Zip code The current exemption for "homeowners" was extended to include owner-occupi dwellings of six units or less and to allow such homeowners to engage an in dividual for hire who does not possess a license, provided that the owner acts as supervisor DEFINITION OF HOMEOWNER: Person(sy who owns a parcel of land on which he/she resides or intends to r side, on which there is, or is intended to be, a one to six family dwelling attached or detached structures accessory to such use and/or farm structure: A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Offic on a form acceptable to the Building Official, that he/she shall be respons: for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes responsibility for compliance with the Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirement and that he/she will comply w'th said proce ures and requirements. HOMEOWNER'S SIGNATURE i APPROVAL OF BUILDING OFFI�IAL Note: Three family dwellings 35, 000 cubic feet,. or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. Al Ce � n yf�f t f r � � 3' Y'r;, },Ch�?�d� �..t�'y sue•` lam' k 3 zky r ty � WN ti ri w'",,�.�� ry'. O �nUSE F •t omL' tb lll1.//1/W/(Lxi-k St l j 133 DromolandLn TO.BorL403 ° F �. C 96fA 02637RIP- 5 a A ro 8 28'-to 118' e 4'R FOR ACTUAL POOL ( �,'P'e� I LOCATION - "+,`. ;+ 1 t i I ti p`' J 24'-0" O ,•• ,,. iy. p..2n.ao 1 m < <<�s3,a •fC [ ,o Safety Line /,Diia<FEEDENG? �f 6'R FOR WORK AREA Q• 7Au (�p'Oarl C'9 ♦'•���y CO o Digging Layout e. ��,a� •1 o„pap o:= NSPI s''•GND••. ( °�f....W 4R TY _ ° TYPE II DIMENSIONAL - �_ 207,7 . SPECIFICATIONS AS APPLIED TO el.O" 14L O" 6'0° 4L 0° WEATHERKING POOLS '• .,o;., -w;°�•„„�"` 32LO' 1. Overhang of diving board from edge PLAN LAYOUT of pool is 2'-8 7/8" (_3 inches). ,"° 2. Water depth under tip of diving board �� �•� „`� w�# -is a minimum of 72" at Point "A', ��`♦ .n.`` 3. Maximum board length is 8' - 0". 2' -8 7/8" (+ 3") Overhang Distance 4. Maximum board height over water is ANG4D P.F[RRAR; I 20" Maximum Height Above Water 20 inches. -O� r 5. Diving board must be centered in width e ho Ii ^- 32.7a I of pool. a Safety Line--� I Minimum Water Level , 6. Refer to manufacturers'specifications 4" Below Top Of Liner f'� for fulcrum locations. N 7. Safety lines must be mechanically at- Point"A". tached on one side supported by Undisturbed Earth--.` See Note 2 buoys. Vinyl Liner Over 8. A step or ladder or other approved 2" Compacted Sand means shall be provided at both the - = 11 shallow and deep ends. LONGITUDINAL SECTION A-A" FOLLOW ALL APPLICABLE SAFETY AND t _ BUILDING CODES, AS WELL AS INSTALLA- TION INSTRUCTIONS FOR THE POOL LEGEND AND ALL EQUIPMENT AND ACCESSORIES. WR WL 3WR -- CAUTION: DIVE FROM DIVING BOARD ONLY. 2' fa, A-Frame Ass'Y M id-Panel Support AS.S'y> WEATHERKING ':PR:ODU TS, INC. wL WR :D SHA No DIVING q.RO EAST GREENWICH; R.I. xay1N WATER® NOTE: SAFETY SIGN SHOULD BE 16x32x8 4RTI1 85 DRAWN.R.E.L. APP. J.P.P. POSTED WHERE IT CAN BE SEEN DATE: 12_84 Holiday Coping Layout BY ALL POOL USERS. RADIUS RECTANGLE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA TOWN OF BARNSTABLE _-___ `; •o. - Permit No. _ _ _ Building Inspector 1 ,w�T,u, Cash ------------- --- � rwa y OCCUPANCY PERMIT Bond Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. 9............ ..................................... .... ... . ....................................._... Building Inspector s s�5•f f Gvt= p .3.! ..:.TAssessor's'ma' and lot numb r O � ?NET ° 19' ewage Permit number6 t - � • rat; _ �,`� o� r2 a -s- Tvi t Tj Z B9HHSTLBLE, Ouse number .r .3.... ....:. ......... _✓ OfN t.6 E y 9O MA86. NIVIENTAI, Ar w t ' TO-WN OF ,BARNSTABLE BUILDING 5k' INSPECTOR APPLICATION FOR PERMIT TO `.................... ... GL�` ...... ............... .. ........................... TYPE,OF CONSTRUCTION .............:................. "�-:.............................................................. ................................................19........ V I TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies foe a /permit according to the following information: �J Location ...`.'U.. ............... 1� ?.!"'LQ.l.4.:'!d..../�CYn............ `�Yv!�''..4. .4.1 ........�1/T........................................ ProposedUse ...... �............ ....... ............ ...................... . ...................... .............................I.............. Zoning District ..........................Fire Distract ..... 1....... . .C.`?................ Name of Owner ./..4 .V�.''?.. /C'r"r �n �.`1........ ..Address ..� ... � c'c .. rtd���.�...... ! = Name of Builder .........S.a)..... .. ................Address ..........50.l?.y^.�..�': ............... .................. Name of Architect ... `✓c1. ...1. / 4 �. : .�L.................Address ...J . ??� .J ............ S..... "1..'..�..�` r s Number of Rooms .......1..!......................................................Foundation ..:...... ...... ,........................................ . Exterior .....6'1. Cd Q.,rr..C:... .......................................:.....Roofing .....:.� .... ........... Lj Floors ...................................... ! ..� ........................................................... .Interior Plumbin !...... 1....(. Heating ��j.L'x4. g ........ . ,,•,�/� Fireplace ...................... .��. �. .. _ ...:......:......"...................Approximate Cost ..... 7 .f1.U..S!. �............. /' I.... Definitive Plan Approved by Planning Board`______________________________19________. Area .A.0 .............. Diagram of Lot and ,Building with Dimensions Fee .. .�..... .............. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of.Barnstable Xeard.iq..,'he above construction. ' Name ............ ......... Construction Supervisor's License HARRII? --70N, KEVIN ! kN, .: 5... Permit for ..QDe..SbDxy............... e », Single F aray..i �elLig ...... .......... k: , r. Location .....133A?romoland•F,an�. .. '� ... .... ....0 e1uid...........................` ............... _ F,- i ,.�L - r.* .d •Y. • - - Owner Kevin Harrington ....F Typeelof Construction _...ally ....." • _ a `(.......... .......................... .......................... /!• C }. Plot ✓..................... Lot ~� ........ . ... ?. �. .. Permit"Granted ...*July..l0.....f .........'.......1984 - w Date-`of;,Inspection '-57� I7. l 19 Date Co feted : ...9.:.........O.c, .......19 —,,r,,,. + - :r c ti d „r a <. .1 y +�J _F t �, t.,,rr P -r ,i-F %.., r: fit.,,. "..gs r a .. ,n,,,,� `` _ I. 'f'4 _. a — 7 } L u t. n 7 t-s*, '. ,� .;'#- "'-; "r .+,F%v r t :t A-t s a } F " � e` Q , ,•n t. to - `v .. fs _ r, ( s e ;s e' ,g I. l s ? k ' i.n... I .^ r• - _ per(, i i . M _ ; w .t- 5 1 .`b } % ^n #V A x`• 'a% e ��•it_.. C .' r' i ; r I _ - - r s - . - - - 'A. .'rrA, >_ r .1 f �. a .' r '- - r , i7, I X Ph--. .. ' i I .. x, r p. ;s'r x •.�*� ` + z c ,} ';gyp` .. ' „,s i - K . i - 5 ,.. .fir. .` .. !� I '3' ;, t '; - 4 * jv' jr -v , ^ _ - • ' - 6 e _ r m Y _ - i '`' _ e IS. a . . - 0 i . ;. _ ,. - . v,- 1 _ . _ _ -,. — . I . ? ` 2 ; `b - a . r. R-y. ^ - .. -� - - ., . II Trs++. �.s: . „ - . ` - - - - . x } t 7r > } fit'. § -t 7 x '4 „,fi +r; ,.; t s > .. i. .,; - - - . .• ' a:t x ! +¢ td: 9 n .1 S .d .* a.J 33 v L /4 (/A' /�•(S�(/ -- I /— ., *,'`t t`� f 7 �y��,yyy..r �/yta�wrf 'n1,r/ ,}/��n II ' f/ ,f' 8'Y.G .E" Yr �J''J�Ci 7`Hpt14l ? 7` 14f / J� fA '' G1J : Hcl�! dN! ! �+ �1 'C.EsG � �4A! 7"`ff H_ r", ♦, r x -I -' * r;y sf" tt 'ems ,a- ' _` �' - ° ' ,' ` a z - > -•� .:i .4 i < K Se i s 5 9a - WP7k.- :+•Ft r f5 `. } (mow.�}/� ,/'py-. t .i�y.�'�y..(ysP��•.�',`( , _' ?` ..,' 3. '7'! ',2 I !iV'J'15! - y +1. J- � '�tM Y�,S`/¢)Y]!`1p N.Y i �?,[}w`Y�}l�...a.+r �T F}�t�� i 'I' N - 4 rf k ,k L i.. C `�j/��'7 '"� .ti - t rs ' j ( 11JY:y*•+tFTMiF�r.w[ S^��f 5 €e'er F .�, i !'' 3 •rP r 3 I1 ^1 ` " f f'- w { �r•�' sy >_ s} J :,�,s 7,a R} � •y t i asdq`a. .�� �M" - p'`., „ r. . t .. 7 ' -lot ' 11 r; s! i T 1. -� a V f I. '�+r M `""..'+''°ma's ^�'+ ,.� "'�` '�" "'�"�' 4' ` 64�' '` i? Y.. . x,� .M T�;> t � ` L.` i/4JGr `« l :i/ ' r"�,?I" .. - ..e F_.- ti '.4. i' n -... 1. '1 K X A { ,<.«�+ Bstki°+..`,n`s'F .-d' °f .Me - -� � _ ';'f.': c .1. 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 P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN 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 ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) J B-0 2 6 2 0 2 6 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN �06 NUMBER: HANNON, THOMAS HANNON RESIDENCE CONTAINED SHALL NOT E USED FOR THE Eric Smith `\`,• SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,:� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C DROMOLAND LN 14.82 KW PV ARRAY �1.4 PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE, MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (57) TRINA SOLAR # TSM-260PDO5.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: T: (650) 6rl Marlborough, F� (6 A1752 ) 638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 1 (508) 362-1950 COVER SHEET PV 1 10/7/2015 (868)—SOL-CITY(765-2489) www.solarcity.com _ 82,_6„ 1 30,_7„ 5 I 176,-1111 „ � .. 125 -1 I 1 0 35,_ 7„--*�, 26,_ „ 78 -8 300,-1 „ PROPERTY PLAN. N Scale: 3/32" = 1' W E 01, 10' 21' S J B-0 2 6 2 0 2 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN:Eric CONFIDENTIAL A THE INFORMATION HEREIN JOB NUMBER: Sola�City. CONTAINED SHALL NOT BE USED FOR THE HANNON, THOMAS HANNON RESIDENCE Eric Smith �. . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MDUNTING SYSTEM: "� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C DROMOLAND LN 14.82 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouLEs BARNSTABLE, .MA 02630 ORGTHE�SIALEnAND USE OF IN CONNECTION THE RESPECTIVE 57) RINA SOLAR # TSM-260PD05.18 .. s1.Mmtb� roughve,Budding 2 urn n PAGE NAME: SHEET: REV DATE Mar8-1028' : 010) SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN [F'km��UTItERwle 508 362-1950 r: soi.- sre-105- F: (65 w s36-1029 PERMISSION OF SOLARCTY INC Inverters ) PROPERTY PLAN PV 2 10/7/2015 (BBB)—sa-cm(ass-z4ss) .n,..B�Io«ay.�«� t777V7.71 OF PITCH: 35 ARRAY PITCH:35 ' ` ► MP2 AZIMUTH:86 ARRAY AZIMUTH: 86 a.. MATERIAL: Comp Shingle STORY: 1 Story PITCH: 35 ARRAY PITCH:35 Uco MP3 AZIMUTH: 175 ARRAY AZIMUTH: 175 Ift 2..919 MATERIAL: Comp Shingle STORY: 1 Story REM l$T �d, � - PITCH: 35 ARRAY PITCH:35 MP4 AZIMUTH: 175' - ARRAY AZIMUTH: 175 � MATERIAL: Comp Shingle STORY: 1 Story !f o -5 STAMPED & SIGNED' FOR 0 (E)DRIVEWAY - STRUCTURA'L ONLY LEGEND (E) UTILITY METER & WARNING LABEL B Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Digitally signed by Marcus Hann Front Of House © DC DISCONNECT & WARNING LABELS Date: 2015.12.11 20:24:27 -05'00' AC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS 0 Q Lc LOAD CENTER & WARNING LABELS - — [1P3 O � M DEDICATED PV SYSTEM METER L_Ji 0 STANDOFF LOCATIONS FG7;_ CONDUIT RUN ON EXTERIOR nc CONDUIT RUN ON INTERIOR IN uARD by Inv GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 3/32" = 1' W E 01. 10' 21' S CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: I PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE v B—O2�20�� OO Eric Smith ` pr• HANNON, THOMAS HANNON RESIDENCE �:,,So�arC�t . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.�r y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C DROMOLAND LN C Z 14:82 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (57) TRINA SOLAR # TSM-260PD05.18 SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters _ 508 362-1950 PV 3 10 7 2015 SITE PLAN / / (666)-so<-GITY(765 2469) www.solarcitycom v KAHN � Nb.20919 S1 is�ev S1 0 11'-10" 0 11'-8" (E) LBW STAMPED & SIGNED 'FOR (E) LBW .-;STRIJCT,URAL ONLY B SIDE VIEW OF MP2 NTS - - - C SIDE VIEW OF MP3 NTS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48" 19" RAFTER 2X8 @ 16 OC ROOF AZI 86 PITCH 35 STORIES: 1 RAFTER 2X8 @ 16"OC ROOF AZI 175 PITCH 35 STORIES`. 1 ARRAY AZI 86 PITCH 35 ARRAY AZI 175 PITCH 35 C.I. 2x6 @16" OC Comp Shingle C.I. 2x6 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT _ (6). HOLE. S1 SEAL PILOT HOLE WITH - (4) (2) POLYURETHANE SEALANT. ZEP COMP MOUNT C - ZEP FLASHING C (3) (3) INSERT FLASHING. 0 11 -10 (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) LBW (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. SIDE VIEW OF MP4 NTS STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH D WITH SEALING WASHER (6) BOLT & WASHERS. MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 64" 24" STAGGERED (E) RAFTER STAN DOFF PORTRAIT 48" 19" RAFTER 2x8 @ 16"OC ROOF AZI 175 PITCH 35 STORIES: 1 ARRAY AZI 175 PITCH 35 C.J. 2x6 @16"OC Comp Shingle J B-0 2 6 2 0 2 6 0 0 PREMISE OWNER: DES(T21P110N DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE HANNON, THOMAS HANNON RESIDENCE Eric Smith ':,,SOIarClty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING MTEIk �'"� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C DROMOLAND LN 14.82 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Mo�"�s BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (57) TRINA SOLAR # TSM-260PDO5.18 PA( NAME SHEET: REY ppTE Marlborough,MA 01752 PERMISSION OF SOLLAARTCIT INC. THE WRITTEN INVERTER: (508) 362-1950 STRUCTURAL VIEWS PV 4 10/7/2015 (88e)-(S0L-CITY(765-24F8.9) wwwwsd city-corn Multiple Inverters 5/12 ROOF PITCH ELEVATION VIEW (NORTH) TO RIDGE Scale: 1/8" = 1' 2' BETWEEN ROOF AND ARRAY TO ARRAY 1' BETWEEN ROOF AND ARRAY 26 25 6'24 6" 24 0 El 0 TO GRADE 5/12 ROOF PITCH TO RIDGE 1' BETWEEN ROOF AND ARRAY TO ARRAY ELEVATION VIEW (EAST) Scale: 1/8" = 1' 26' 2 00 00 TO GRADE CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-0262026 00 HANNON, THOMAS HANNON RESIDENCE Eric Smith F .CONTAINED SHALL NOT E USED FOR THE SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: WAN a NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C DROMOLAND LN 14.82 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (57) TRINA SOLAR # TSM-260PDO5.18 SHEET- REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)63B-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 508 362-1950 PV 5 10 7 2015 � ELEVATION / / (886)-SOL-aTY(765-2469) wx'M'•edarciiycom r a - 1 c e 'qe � r ems_ J B-0 2 6 2 0 2 6 00 PREMISE OWNER: DESCRIPn°": DESIGN: CONFIDENTIAL INFORMATION HEREIN JOB NUMBER: =��i • CONTAINED SHALL NOT BE USED FOR THE HANNON, THOMAS HANNON RESIDENCE Eric Smith BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: a NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C DROMOLAND LN 14.82 KW PV ARRAY r�.SOhrClty. PART TO OTHERS OUTSIDE THE RECIPIENTS .. BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: ' 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (57) TRINA SOLAR # TSM-260PD05.18 SHEET: REV. DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: (508) 362-1950 RENDERING PV 6 10/7/2015 (888��L—CITY(765-2489) www.solaraftyaam Multiple Inverters t y J B-0 2 6 2 0 2 6 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: Eric Smith �\I,;�OI���'} A CONTAINED SHALL NOT BE USED FOR THE HANNOIN, THOI MAS HANNON RESIDENCE `" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: DROMOLAND LN r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C /1 14.82 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULE BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (57) TRINA SOLAR # TSM-260PD05.18SOLARCITY PAGE NAME: SHEET: REV DATE Marlborough, MA 01752 PERMISSION EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650) 638-1028 F: (650)638-1029 PERMISON of sotARCITY INC. Multiple Inverters (508) 362-1950 SATELLITE RENDERING PV 7 10/7/2015 (888)-SOL-CITY(765-2489) www.solarciiy.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND Panel Number:NoMatch Inv 1: DC Ungrounded eE �pg�L GEN #168572 O # O Inv 2: DC Ungrounded INV 1 -(1)Inverter;6o00W624OV,975 as"w yy n4.A J7iscAo and ZB,RGM,AFCI -(57)TRINA SOLAR TSM2369W PT18 ELEC 1136 MR RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2281182 9 /U PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V Underground Service Entrance Tie-In: Supply Side Connection INV 2-(1)SOLAREDGE 0 SE760DA-US002SNR LABF�; B inverter, 760OW, 24OV, 97.5% w m Isco and ZB, RGM, AFCI Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 E WIRING CUTLER-HAMMER BRYANT O CUTLER-HAMMER 6 �A i Disconnect (N) 125A Load Center - 20OA/2P i Disconnect 11 9 SOLAREDGE -- DC+ B 80A D 35A 2P SE6000A-USOOOSNR2 Ecc_---- MP 3/4: 1x13- � C / zaov ------------ - ----- - DC --- - ur---------- A I I B L2 70 pp+ t N DC- 1 5 2 _ _I - (E) LOADS GND _ ---- GND - - -, r o r-------------- - GEC -- LL oG c MP3/4: 1x13G EGC--- ------- ------------------� 0- r--- N I - (1)Conduit Kit; 3/4' EMT 1 Inverter 2 ❑ o EGC/GEC_ i - $ 3 _ 1 - 1 10 SOLAREDGE DC+ 1 1 DG- MP 2: 1x15 ' I .I 1 SE7600A-US002SNR2 - 40A/2P ------ EGc -----� --------------- - L1 zaov r---------- ------------ - , L2 DC+ - TO 120 240V ' ' j N DC-' 1 7 4 - M SINGLE PHASE -------------_-- GEc/ � D0+ c+L N MP 2: 1x16 UTILITY SERVICE i " t DC- EGC--- --------- -------- t I (1)Conduit Kit; 3/4" EMT PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP p y POI (2)G5o d Roo C per B (1)CUTLER-HAMMER #DG223NRB /t,C A (1)S2x2 STR�GSS,SUNFUSEDNGROUNDEDX DC // Disconnect; 1DOA, 24OVdc, Fusible, NEMA 3R /y -(2)ILSCO #IPC 4�0-2/0 -(1)CUTLER- AMMER-#DG100NB PV 07)SOLAREDGE 300-2NA4AZS Insulation Piercing Connector; Main 4/0-Z Tap 2/0-6 Ground leutral It; 60-100A General Duty(DG) PowerBox ptimizef, 30OW, H4, DC to DC, ZEP D (1)BRYANT BR48L725RP -(I CUTLER-HAMMER #DS16FK # Class R Fuse Kit Load Center, 125A, 120/24OV, NEMA 3R -(2)FERRAZ SHAWMUT#TRBOR PV BACKFEED OCP n (1)AWG #6, Solid Bare Copper -(1)CUTLER-HAMM�R #BR235 Fuse; BOA, 25OV, Class RK5 -(11 Ground Rod; 5/8' x V, Copper Breaker, 35A 2P, 2 Spaces -(1)CUTLER-HAMM�R #BR240 C (1)cuTLER-HAMMER #DG32311RB (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL Breaker, 40A 2P, 2 Spaces Disconnect; 100A, 24OVac, Non-Fusible, NEMA 3R S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE (1)CUTLER- AMMER DG10ON6 ELECTRODE MAY.NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE GroundjNeutralt; 60-100A General Duty(DG) �r 1 AWG #4, THWN-2, Black � 1 AWG #8, THWN-2, Black (1)AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2 AWG#10, PV Wire, 60OV, Blade Voc* =500 VDC Isc =15 ADC ©IgN(1)AWG#4, THWN-2, Red (-a,) 14F (1)AWG#8, THWN-2, Red O (1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=9.53 ADC O cw (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC THWN-2, White NEUTRAL Vmp =240 VAC Imp=57 AAC (1)AWG#10, THWN-2,White NEUTRAL Vmp =240 VAC Imp=25 AAC (1 AWG #10, THHN/TIiWN-2,.Green, EGC.. . . . . . . . . . . . . . -(1)AWG �,,TFI.WN-2,been . . EGC/GEC-(1)CQfIDUIT,KIT , . . , , , .-�?)AWG#$..?H.WI'1-?..�e?R . . EGC/GEC,-(1)Conduit,Kit;,3/4".EMT. , , . . , „'. . _ (1)AWG#10, TFi1NN-2, Black Voc* =500 VDC Isc =15' ADC (2)AW6 0, PV Wire, 600V, Black Voc* '='500 VDC Isc =15 ADC (1)AWG#4 1 x*1D EMT Corid'uit' ' ' . ' ' ' ' . ' (I)AWG , THWN-2, Black O (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=9.53 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC , 1HWN-2, Black ( ) � � IJ © '(1)AWG#4, THWN-2, Red ®�(1)AWG#8, THWN-2, Red - .. . . . . . . (1)AWG #10, THHN/THWN-2,.Green, EGC. . . (2) (1)AWG #4, THWN-2, White NEUTRAL Vmp =240 VAC Imp=57 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)AWG #10, THWN-2, Black Voc* =500 VDC ISC =15 ADC AWG#10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC -(1)AWG #6,,Solid Bare.Copper. GEC. , , (1)COfIDUIT KIT ,-(1)AWG#8,.TF1WN-2,,Green , . EGC/GEC-(1)Conduit.Kit;.3/47,EMT. , . . ; , . . , _ O (1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=11.73 ADC O (1)AWG$6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC T x'1D'EMT Cmid'uit' ' ' ' ' ' ' ' ' . 1 AWG 0, THHN WN-2, Green EGC LJ (1)AWG #10, THWN-2, Black Voc* =500 VDC Is =15 ADC (2)AWG 00, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC ® (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=11 ADC A (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC -2 Green FM CONFIDENTIAL- THE INFORMATION HEREIN TDB NUMBER: J B-0 2 6 2 0 2 6 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE HANNON, THOMAS HANNON RESIDENCE Eric Smith ;sOiarC�ty.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A:wP NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C DROMOLAND LN 14.82 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES;- BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (57) TRINA SOLAR # TSM-260PDO5.18 SHEET: REV. DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T.- (650)638-1028 F: (650)638-1029 Multiple Inverters PERMISSION OF SOLARCITY INC. INVERTER: (508) 362=1950 THREE LINE DIAGRAM PV 8 10/7/2015 (888)-SOL-CITY(765-2489) www.solarcity.com' Label Location: Label Location: . Label Location: (C)(CB) (AC)(POI) [`�CO (DC)(INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 eo 0 0 ° o NEC 690.17.E NEC 690.35(F) Label Location: o e =_o 0 0 0 0 0• ° o o � TO BE USED WHEN (DC) (INV) Q'iJ Uo�i3PJ-'o o .x,; o ,r INVERTER IS 1 D O Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o 0 0 -o °� , _ � ���� (POI) _ ;. o - (DC)(INV) - ° ° ° o Per Code: ° Per Code: NEC 690.17.4; NEC 690.54 NEC 690.53 o I o•o oPi-e F Label Location: 1 0 _ (DC) (INV) t Per Code: o o o o NEC 690.5(C) Label Location: (POI) Per Code: , o 0 0 o NEC 690.64.6.4 Label Location: . ® (DC) (CB) e- - aw o o Per Code: rh} �trsr a. , Label Location: NEC 690.17(4) � Q _ (D) (POI) - o :• l w' '�. . °"..o o Per Code: NEC 690.64.13.4 r..w -o. o o . e Irv' " Label Location: (POI) a Per Code: Label Location: 4 o ° o �: NEC 690.64.B.7 O O O A (AC)(POI) oo o o � (AC): AC Disconnect 5 Per Code: °r (C): Conduit NEC 690.14.C.2r ° (CB): Combiner Box f (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC)(POI) (LC): Load Center Per Code: (M): Utility Meter 690.54 NEC � � � (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR �,�r►�� 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 iN T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I',Sola �t (888)-SOL-CrrY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 'e$oiarCity I 2-pSolar Next-Level PV Mounting Technology -^$oiarCity I ®pSolar Next-Level PV Mounting Technology Components Zep System for composition shingle roofs t rt U`p-roof Leveling Foot Ground Zep 15uerlock (t0.y 5)* Part No.850-1172 - - - �GOGr"'p ETL listed to UL 467 ..J+...� ZePCW%ad'b1e.PV Koaae yi++ - •' Zep Orovtc Rama Attadument ar.�rsb.e - Comp Mount rr Part No.850-1382 Listed to UL 2582 o Mounting Block Listed to UL 2703 M PA�e`� Description PV mounting solution for composition shingle roofs '*- w6a FpO Works with all Zep Compatible Modules OEM °MPp Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip �L LISTED SpeCIflCat1011S Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 01&4 Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" loft • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1.421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely . responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM - so I a r " =o .-,. :* solar,�oo SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer r k Module Add-On For NorthAmerica `� ; - (for 6d�°R P" (for;2°IIPV for 96°°II PV =: modules) modules) modules) - P300 / P350 / P400 c � 1INPUT - _. .: Ra[ed Input DC Power ....( _ ..p........ ......300 ...350.. ......... 400.... .. W Absolute Maximum In ut Volta a Voc at lowest tem erature 48 60 80 Vdc.... '. x. ......... ............................... ..... .... ....... ...... .... .... MPPTO eratin Ran e 8 48 8 60 8 80 Vdc ._ ,� Y„ r, Maximum Short Circuit Current ....hsc).................................... ....... .... ...........30................... Adc a ........................ -•. rpd-"t d*s °Ff#' r. h Maximum DC Input Curren[.......................................... 12.5 AdC ._; +t•'�;+. �' .. .. Max mum Efficency .... ..................................... ............................. ... ......................................... ................................. 99.5 ...................... ....... % ... Weighted Efficiency.................................................. ..98.8.. ...%.. ......................................................................................................................................... ... .. ......... .a '%s '' VY r - Overvol[age Category - II xe- - .OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 7_1t ,, - ..., ®bit Maximum Output Current .. ..... ................................. 15 ...................... ....... Adc......... ..... ........ e: .. ..... Maximum Output Voltage 60 Vdc tOUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - ` Safety Output Voltage per Power Optimizer 1 1 Vdc - -, ! -- :.STANDARD COMPLIANCE Jy._ G-`i_„rttV - '° •' EMC FCC Part15 Class B,IEC61000-6 2,IEC61000.6 3 Safety..... .... ........................ ..................... ...................IEC62109-1(class 11 safety),UL1741 ... ...... ..... ........ .... ................... .... .. .. RoHS Yes @ INSTALLATIONSPECIFICATIO Vol[ageNS 3000 Vdc v x it i z40.5/5.55x 8.34z1.59 mm./m ir` Dim ns ns 950/2.1 gr/lb ...................................................................................................................................._......... .. ...... • - s,,,,t „�,• " Input Connector MC4/Amphenol/Tyco .............. ... ...................................................................................... ....... .. ............................ ............. - '` ` .� ""•�,t^+ r a ` :: Output Wire Type/Connector Double Insulated;Amphenol a. ,:.ps�n, xY , ................ ......... .............................. .......... ..... .. ..... .. .... .. ... ............ ... .. .. length0.95/3.0 1.2/.3.9m/ft . 4 ...................... ............................................ ........ ... .. ......... .......... ..................... .......... ... .................. ...............................40-+85/'40 +185........................ • x4 y..„,; �" ,� *`` F.' Protection Rating.............. ......... ... ...IP65/NEMA4.... .. ... .. x-.' ........ ............................. ........................................ - .................................... ..... .... ....................... ........_...............0-500................................. ...%...... Ratetl STC power of the moduo Module of v0 to to omrxe al owed PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE - .INVERTER ..,",L,;n y5:• _ SINGLE PHASE 208V`'"+ 480V PV power optimization at the module-level Minimum String Length(Po%,T Optimzers) 8 10 18 ..................... ....................................... ... .... .... .......... - Up to 25%more energy - - _ Maximum String Length(Power Optimizers) 25 25 50 Superior efficiency(99.5%) Maximum Power per String 5250 6000 12750 W ............................................................................................................................................................................. Parallel Strings of Different Lengths or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ...""""""""'•""""•'•""......•"" - Flexible system design for maximum space utilization - Fast installation with a single bolt -. - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety e USA - 6ERMANY - ITALY - PRANCE - JAPAN - CHINA - ISRAEL AUSTRALIA www.solaredge.us THE TrInamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF.PV MODULE ELECTRICAL DATA @ STC unit:mm r •Peak Power Watts-Pmnx(Wp) 245 250 25s 260 O 941 - #Power Output Tolerance-Pmnx(% -+ ) 03 4 1 .Maximum Power Voltage-VmP(V) .29.9 30.3 f 30.5 ! 30.6 UN rON wx t Maximum Power Current-ImPP(A) 820 827 8.37 8.50 THE VNr_m_'E_- mount wimEvuTE Open Circuit Voltage-V«(V) � �37.8 1 38.0 � 38.1 38.2 Short Circuit Current-hc(A) 8.75 8.79 8.88 9.00 D )Module.Efficiency lm(%) M1 15.0 5.3 } Y15.6 15.9 tt MO DU , STC:Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AMl 5 according to EN 60904-3. M Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. li c, e ELECTRICAL DATA @ NOCT •Maximum Power-Pmnx(Wp) 182 186 Y I 190 T LL 193 ( - f _ Maximum Power Voltage-VmP(V) 27.6 28.0 28.1 V 28.3 60 CELL1 - - I MULTICRYSTALLINE MODULE ap.ncxauNu ec PaEE 11 Maximum Power Current-ImPr(A) l 6.59 6:6s 6.74 , 6.94 > 12 A A Open Circuit Voltage(V)-Voc(V) 35.1 35.2 E 35.3 35.4 WITH TRINAMOUNT FRAME xx�•aE snort Circuit Current(A)_-Isa(A) 7.07 zlo 7.17 ; 7.27. NOCT:Irradiance at 800 W/m',Ambient Temperature 20-C•Wind Speed 1 m/s. a - 14 ■wy PD05.18 ei2 so 2.45 26 W ..Back View - 9 POWER OUTPUT RANGE MECHANICAL DATA Solarcells _ Multicrystalline 156 x 156 mm(binches)- - Fast and simple to install through drop in mounting solution I Cell orientation 60 cells(6 x 10) Q� b - 'Module dimensions � Q 1650 x 992.40 mm(64.95 x 39.05 x 1.57 inches) Y�5 9/V Weight 21.3 kg(47.6 Ibs) MAXIMUM EFFICIENCY •Glass _ - 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A Backsheet White < : ' ' - Good aesthetics for residential applications F81ack'Anodized Aluminium Alloy with Trinamount Groove ^ C9011) J-BoxIP 65 or IP 67 ratedI-V CURVES OF PV MODULE(245W)3 I ,Cables Photovoltaic Technology cable 4.0 mm-(0.006 inches-), to 1200 POWER OUTPUT GUARANTEE 9m Fire Rating TVPe 2m(4�.2 manes) 8W ' Highly reliable due to stringent quality control a 7- 800w/m2.. { • Over 30 in-house tests(UV,TC,HE and many more) s.m As a leading global manufacturer } t���-1 • In-house testing goes well beyond certification requirements D 3m ooWdm TEMPERATURE RATINGS t Y MAXIMUM RATINGS of next generation.photovoltaic tt .�.; _ 2ooVJ/m? r Nominal Operating Cell Operational Temperature f-40-+85'C products,we believe close F 2 m ,Temperature(NOCT) !r 44°C(t2°C) cooperation with our partners 1 m Maximum System 1000V DC(IEC) ! s om I Temperature Coefficient of Pmxx -0.41%/°C Voltage 1000V DC(UL) is critical to success. With local o.m to.- presence around the globe,Trina IS - Voltage(v) Temperature Coefficient of Voc -0.32%/°C Max Series fuse Rating. 15A - able to provide exceptional service .P Temperature coetncient of I o.os °C to each customer in each market ( 1A , Certified to withstand challenging environmental - --- ---- - - -- ---%/-�. and supplement our innovative, t { conditions reliable products with the backing \ • 2400 Pa wind load of Trina os a strong,bankable ! ��,. 5400 Pa snow IOad WARRANTY partner. We are committed }10 year Producl Workmanship Warranty to building strategic,mutually ; t ,25 year Linear Power Warranty beneficial collaboration with - , installers,developers,distributors (Please refer lapradunwanantyrordetan:) a I and other partners as the ( backbone of our shared success in - - - - CERTIFICATION - {} driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION - a 10 Year Prod uct.Warranty•25 Year Linear Power Warranty `,��` a SAus Modules per box:26 pieces w Trina Solar limited F • I _ < R Mo,doles per 40'container:728 Pieces 't www.trinasolaccom ;,toot �i� � ""` ( : Ad -a gip. Eu-EE Volueho comvunHr t a from $Ol - - -- 1 9o% -.-. - •.^.-:A. Or S!inept CAUTION:READS - ! `o Warran� SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. cPo� 0 L ry01� ^� ®2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to g o 'Dunm solar O 60% xe- W �" - ' �Q on-asolar change without notice i Smart Energy To gether eter - 1 - Smart Energy Together `eoMrn i 9 - Years 5 to 15 20 25 i + _._.,Q.:Trina standard _ `Industry standard - - f THE Vin-amount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @STC unit:mm Peak Power Watts-PMnz(Wp) f 250 I 255 � 260 265 O ; 941 i �Power Output Tolerance-PMnz(%) I 0-+3 THE ��u-'E-- mount ! Maximum Power Voltage-VMP(( I; 8.27 8.37 8.50 30.8 8.61W 1UNCTION uTE tLLL° � Maximum Power Current-IMPP(A) 8.27 8.37 8.50 8.61- Open Circuit Voltage-Voc(V) � 38.0 1 38.1 .138.2 i 38.3 o °x""'ING OLE Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 I STRLL N n 111 ®®� �� � + a ..Module Efficiency qm(%) _ .,f, _15.3 -...C,.. r15.6 T.,a 15.9 �. 16.2 STC:Irradiance 1000 w/m2.Cell Temperature 250C,Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. 0 t � 0 '•r - ELECTRICAL DATA @ NOCT t, 111{ ryryry^^^ Maximum Power-PMnz(Wp) I 186 i 190 l 193 197 ® �� - ` I Maximum Power Voltage-VMP(VI 28.0 28.1 28.3 28.4 Y �\VII t Maximum Power Current-IMPP(A). 6.65 6.74 ) 6.84 j 6.93 MULTICRYSTALLINE MODULE 6043 GROUNDING HOLE PD05.18 A A I Open Circuit Voltage(V)-Voc(V) 1 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME _ N°LE Short Circuit Current(A)-Isc(A) 7.10 ) 7.17 f 7.27 7.35 NOCT:Irradiance at 800 W/m2,Ambient Temperature 20"C,wind Speed I m/s. 250-2651�! 812 ,BD Back View MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) 4 I �"� t Cell orientation 60 cells(6 x 10) www Fast and simple to install through drop in mounting solution Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 160•�� Weight 19.6 kg(43.12 Rost I 0 Glass 13.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass j MAXIMUM EFFICIENCY I A-A Backsheet White CQ) Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications J-Box IP 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), I1200 mm(47.2 inches) 0--+3% I-V CURVES OF PV MODULE(26OW) Connector H4 Amphenol POSITIVE POWER TOLERANCE MOD a w. eoo 3000w Mr )Fire Type UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control 8.00 • Over 30 in-house tests(UV,TC,HF,and many more) 7.. As a leading global manufacturer • In-house testing goes well beyond certification requirements ? 600 eoow W TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic + �% PID resistant s.00 ,. g 400 Nominal Operating Cell } Operational Temperature -40-+85°C products,we believe close }44°C(±2°q 2 cooperation with our partners 1 Temperature(NOCT) ( ) a.00 �Maximum System � 1000V DC IEC } is Critical to success. With local 2.00 Temperature Coefficient of PMnz -0.41%/°C ,III voltage - 1000v DC(UL) 1J presence around the globe,Trines is 00 Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating `4 15A ( able to provide exceptional service - - t to each customer in each market f ~� Certified to withstand challenging environmental ; °°o ,o zD 3D 4D sD II Temperature Coefficient of Isc 0.05%/'C and supplement our innovative. conditions t vna°.m reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load { WARRANTY partner. We are committed + CERTIFICATION 10 year Product Workmanship Warranty i to building strategic,mutually f 25 year Linear Power Warranty beneficial collaboration with _ _� Y.•_-__ _Wi installers,developers,distributors y c 4L US SP (Please refer to product warranty for details) < and other partners as the ° �I backbone of our shared success in driving Smart Energy Together. ��i�a� EU-28 wEEE LINEAR PERFORMANCE.WARRANTY i 3 L� � PACKAGING CONFIGURATION o ' f COMPIIANr - �I 10 Year Product Warranty•25 Year Linear Power Warranty 1 Modules per box:26 pieces w Trine Solar olar.coLimited I t Modules per 40'container.728 pieces www.trinasolar.com � ,. 0100% Addiryonalval c9o% - - - - m Tr1no Solor's llnepr w I 0 arfanh, CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. �OMPgTj 5�rro��solar 7 8o% 02015 Trines Solar Limited.All rights reserved.5pecifications included in this datasheet ore subject to _ _ _ _�____ TPan-asolar _ change without notice. � - t Smart Energy Together ( Smart Energy Together A ' Years 5 10 15 20 25 6'OMPP Trinastandard >® Industry,stand-I -. -T s' 04- c o ,o Single Phase Inverters for North America solar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ S o l a r SE760OA-US/SE10000A-US/SE1140OA-US w t SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE71400A-U5 _ .OUTPUT a ` Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA SolarEdge Single Phase Inverters . ........ ..�00oo@24vx. .. ..-..... ........ `F 5400 @ 208V 10800 @ 208V % 'tc + Max.AC Power Output 3300 4150 6000 8350 12000 VA . 5450 @Zaoy io9so @2aoy For North America �, X" d'rx .. .. .. ✓ ✓ AC Output Voltage Min:Nom.Max.iti 183TO- -208-229 Vat - ............. ............ ............. .............. ...... - SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ i'' AC Output Voltage Min:Nom:Max!ti ✓ ✓ ✓ ✓ ✓ ✓ ✓ SE7600A-US/SE10000A-US/SE1140OA-US 2"-24°-264Vac .. ... "�' • c '' '= -,.- AC Frequency Min.Nom:Max.iti 59.3 60-60.5(with Hl country setting 57-60-60.5) -_-.•.,•• •Hz-.--- ............ ................................ - ......... N c za @zosv ....... ........ da @zosv h4kt`f' �;'. Max.Continuous Output Current 12.5 16 25 32 47.5 A '4r '"i+ Y ra,3'�a.a; d I. �:.21,@ 240V................... ...................42 @ 240V... ................ .. .... GFDI Threshold 1 .. y Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT - `•-`-""'�werter < , ,a„. .,=x "f-. ;```'1. IMax.umu.m DCPower(STC) ...-. ---4050••••- -__.5300 --• - .•6750• .....8100._._ .-.•10250••,•-...-.13500,•..•• ,,,.-15350-.•. •.W-..-- - .... ... .... •"• .`>1 - "�x :« 'i -'. ,x' "� - ' ;fit' Transformer-less,Ungrounded Yes ' . 5 rMs F. ...................................... ....................................................... q q ... .--,ra.„,. Z '`L ` r. .� ,. h.,�, �, t r •,.,K a ifrl. �,i^ Max.Input Voltage •.500 ...................................._...... ...Vdc... .°d Vears s u; ................... ................... ................... .. antY m r �.. cart .,r^ ;'. ., x ". 4 rr mr-; ..t �. .: � .`< Nom.DC Input Voltage ........... ............ ........... 325 @-208V/350 @ 240V....... .............. .Vdc.... t"'S,} g „a'`�' 7`2 ..., ... ......... ...16.5 .. .. ..... ...33 @ 208V... A'd Max.Input Current(2) . Z. af2eN" ..... ...........:.......... ................ ....... 9 5 13 18 23 34 5 Adt ".. a ,.: " �, 4 .'w, ,�� :, �•z. ' Max.Input Short Circuit Current ....................................................... 45......................................................... ...Adc._.. rk ................ .......... y t.- - Reverse-Polarity Protection Yes rr .................... ................................. Ground-Fault Isolation Detection 600k0Sensitivity - - .........�:-.-Y...:-' '.);;•�, shy.•`,xo• Y. 3.,. I` � ve, .....ximu.............................. .. .... .. ..... :n .•,• -- `= „` ;k'�.. " ., ,,:. Ma.....m Inverter Efficiency - -97.7 98.2 98.3 -98.3- 98 98. -98- .•%.- -- :x 97.5 @ 208V -97 @ 208V CEC Weighted Efficiency 97.5 98 I .... ...97.5..... ...-.97.5.... ....97.5..... % ... 98-rta 240V 97;5 @ 240V 4 _ � ... ... ...... � . � . Nighttime Power Consumption <2.5 _ <4 W ADDITIONAL FEATURES ..} Supported Communication Interfaces R5485:RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 ..Optionaln).. ................... ......:.. ........................................... ......................................... { �' S-- sr- x�". ; m - - •* e � ,,, w- - Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) - { "_-Sa`3 `;.; a�`xs:.tir'' `•a' e :t >}'=as= "'�.-.r+-i--..c t. _°�.-a„ #s- I STANDARD COMPLIANCE Safety.................................. ... .. ................. ...UL1741.UL3699B,UL3998,CSA22.2....................................... ......... - . - rµ<a:.• 't.' ` ',...r .,r ",E,i. :.,;". hh: ..Grid Connection Standards .......................... IEEE1547 ................................................ ......... ............................ ....... .................. ............ ....... FCC art15 class B Emissions P � �'� "� ��_ '��" • ;t� +s�I'�"� x �f ''� i INSTALLATION SPECIFICATIONS size/AWG range 3/4"minimum/16 6 AWG 3/4"minimum/8 3 AWG DC input conduit size/ti of strings/ s •16-6 AWG------------ -•- B%4"minimum/1-2stnngs%--- •• • k -3 AWG ran a /1 2 string /3/4"minimum Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 .5/ in/ (HxVJxD).. ................... . ............. 3. 75x1315x1260 ...min ........... .............. ................ ...... ..... ..-............ ...... ........ .... Weight with Safety Switch.-.-----,•.•- •-. 51t2/23.2.••- I 54.7/24.7 88 4/40.1-_.-.._.,._•-Ib/•kg--- <, -. 1�.... ....... ... . ............ .. ............................... ....... Natural.. convection ..- - ' Cooling Natural Convection and internal Fans(user replaceable) - fan(user _ The best choice for SolarEdge enabled s stems ........................................ ...............................<..25 <50 dBA .................................. .C?RLaceabLe)............ . b Yp Noise . ........................ ........... Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.-Max.Operating Temperature -13 to+140/.25 to+60(-40 to+60 version availableisi) 'F/'C Superior efficient (98% Range.............. ............. ...... ...... ............... p Y ) Protection Rating NEMA 3R Small,lightweight and easy to install on provided bracket ........................................... ............................................................................................................:..... - W For other regional settings please contact SolarEdge support. W A higher current source may be used;the inverter will limit its input current to the values stated. - Built-in module-level monitoring - 'A3 Revenue grade inverter P/N:SEx—A-USOWNNR2(for 760OW Inverter.5E7600A-U5002NNR2). 4)� Rapid shutdown kit P/N:5E1DD0-RSD-s1. - Internet Connection through Ethernet or Wireless 01-40vemion P/N:SExxxxA-USOOONNU41for76WWinverterSE76WA-US002NNU4). . — Outdoor and indoor installation — Fixed voltage inverter,;DC/AC conversion only 1 , — Pre-assembled Safety Switch for faster installation. Optional—revenue grade data,ANSI C12.1 — 0 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW.sOlaredge.US `' h s SECTION - SEWAGE • .. A �'`� J'0 Co5 D� ILo` —SEPTIC TANK — "D"BOX — Z•4 ' — LEACH TOP OF FON �X / �$ ••� ,G7.5 v (MSL)u "2"OF I/STO 1/2' WASHED STONE c oA � S 1 N- OUT• I N- T�T '770GOUT• IN• �/ (se EPTIC ANK �- 5 �02•O�o ELEV. ELEV. ELEV. Co` X U ELEV. �`''` ELEV. ELEV. _. WASHED STONE '/ TEST HOLE LOG P 3�s rl °` ;' TESTBY FAIQBAIJI� P•t. J01-11J 3RGOt1,�•O,H. O 1 ( �' � � l.='% ' �o WITNESS O TEST GATE 31 f E34 DESIGN BEDROOM HOUSE T.H. ,x 1 T.H. 2 F � I M` f ✓' ' `�Z - 0.4> Ot3 —.w .ELEV. Op` ELEV. r \ \ I �� ��•� 1 ' ryr x Ic�am PERC RATE CZ MIN/IN. DISloc'mPOSER DISPOSER I i kA Sfu,6. Sub. 24 �z.ca FLOW RATE 44o (GAL./DAY) 44-ca &° ( ,rl SEPTIC TANK 44"0 (1•S)= clewn �Ie4h REQ'D SEPTIC TANK SIZE wi44� rned. LEACH FACILITY bldr Scomi SIDE,WALL G/D. /,�•�l \ QOTTOM. Z zr = (00•5 ( 1•0 ) \04,5 G/D. 1 ♦ / / � -.TO TA L ck o l .1 - _ � 54 • � Gy/�?• / / r � n,�¢ \ \ �o - _ pan - 66 x USE:. 1 "mac' LEACHING 15�0 •o I5G 5i.c� !�` sc'P -A i*g� WATER ENCOUNTERED NOTES: (UNLESS OTHERWISE NOTED) .•!.J j�� 1.DATUM(MSL)+TAKEN FROM____ "I s___ � QUADRANGLE MAP 2.MUNICIPAL WATER______-_«-- -- --AVAILABLE 3.PIPE PITCH: 14"PER FOOT II •14> 4..DESIGN LOADING FOR ALL PRE-CAST UNITS: AASHO- 44 rrA �03 5.MIN.GROUND COVER OVER SEWAGE FACILITIES: (1) FT. G - -�--DISTANCE AS CERTIFIED •� �{7/ 6.PIPE JOINTS SHALL BE MADE WATER TIGHT H.7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF-MASS. +�STATE ENVIRONMENTAL CODE TITLE 5 i 1 // SITE PLAN. clvx) LOCUS: LoT 1 Ok3r�c�'1e�A►;ID 4zcD. , = _ Q E3�i iZ N 5TA[3 t..E. .3''r1 A5 S• REG: EER REF: PL_. gk. dOE'YlI Cape @/y //1cet//� PREPARED FOR: W-r=v I N H A lRP-l Kl G_raN A CIVIL ENGINEERS LANDSURVEY'ORS -------- --= BOARD OF HEALTH.x s 8" tA31n S�. / - CONTOURS (EXISTING)"---- ---- E3AfR'NSTAF !- LAND R A I Z- (PROPOSED)-O-O-O-O- APPROVED .._ -- DATE MA - � SCALE �' `�O 4 ` n AEG. N RVEVO DATE - 1