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0086 SHEAFFER ROAD
} �� � �� �.� _. ; , _. . -- ;� .. _ � ,. �� :� a a 1 0 1 I P i F P �. - o � ,. .. -. _ o X ® o ^. S i 4 D .. 0 I 8/21/17 'Monday SOLAR ECLIPSE Trc"U We s .. 86.Sheaffer—Complaint re: Air B&B rental but house has 3 bedrooms. There are 2 related adults, 7 children and 1 permanent unrelated tenant. Owner's. adult son divided and converted basement into multiple bedrooms. a .Air B&B started in June 2017. Rental stay averages 1-5 nights. Advertised as 80.00 per night:with breakfast provided. Rental consists of master bedroom on 2°d floor. Extra F cars park on lawn, street and across the street,at#79 Sheaffer which is an unkempt but occupied property. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0_3b Application Health Division Date Issued J ' Conservation Division Application Fee Planning Dept. Permit Fee 136 Date Definitive Plan Approved by Planning Board E_AJ}=L"SENS Historic - OKH do _ Preservation/ Hyannis �D Project Street Address Village Cr Owner C_ Gn�nq G �1IC- Address -V1�a•S'��n- u�c� Telephone _ fib%• cr�n cy2)_& Permit Request C)r s-oo� 0 C, i S k \ L S_ �c 5� u'1 r'L mnecCcd lil I� V�crnn� e�ZfC:V1C , SQvh K 1 a.nc(S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed — Total new Zoning District RQ, Flood Plain Groundwater Overlay Project Valuation \6 ,MCe Construction Type Lot Size Grandfathered: ❑Yes 'd No If yes, attach supporting documentation. Dwelling Type: Single Family �0 Two Family ❑ Multi-Family(# units) Age of Existing Structure 1 4 d'S - Historic House: ❑Yes 6-No On Old King's Highway: ❑Yes QkNo 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: Existing A&New Existing wood/coal stove': ❑Yes ❑"No Detached garage: ❑ existing ❑ new siabool: ❑ existing ❑ new size 0-Barn: -Zexisting ;�0 new--sizes - iI , Attached garage: El ❑ new si2JFShed: ❑ existing ❑ new size�ther:2 I n Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ m Commercial ❑Yes W-No —if yes, site plan review# ��rr f � Current Use�e,5lG�r-Q- Proposed Use /U&4 wh e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number (,Lt d S,3 v2 Address a &�f W� w License # - l l5— ,nvN�S , ��y Home Improvement Contractor# Email Worker's Compensation # (AFL) ALL COIO RUCTION DEBRIS RESULTING R _ THIS PROJECT WILL BE TAKEN T Q SIGNATURE DE -P � �AT G�(�o FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED =MAP/PARCEL NO. .f ADDRESS VILLAGE OWNER DATE OF INSPECTION: s FOUNDATION FRAME INSULATION )4 FIREPLACE ELECTRICAL: ROUGH FINAL } PLUMBING: ROUGH FINAL GAS: ROUGH FINAL R FINAL BUILDING , r' DATE CLOSED OUT ASSOCIATION PLAN NO. L Y1V JI"V11C'iJ��tV U�Vd'��®� 2s owm ar aft he say • 1�gal r®i P Pam' AdmrCr �_19{�'�/I�7 Oft II M D �]ice Lf3f5 P i+v �m my . .'..+a•A.s� �'�•Y19�� /ice iiibl llr HiF,on r aleav e to WC&macdawby bus P�uoidbg Pammi t mM9ic mB and s98med comtmcL r z �`� sign o l :;$:•.'8."-Ih::1;Ot�G't:l�:Kil n�: «T.J�ir1.1�L'p'-.•..iiw.�7=2 3 Cw•`�. Sy-: F•S.G -*S-:-30:.. SO LAR C-7.V.j.0 V. � N:=»�•"«i.'.IXL61•�•iL •2:a�;:'.w������•'3..1L i'•:':+'l�:.n:."::ti:45-•.•iy Tr+•ii••��•�il.ii.�••..�iy�i7�iA1��S• i iw�tiy/�VMi r.'i.�w•i•b f3 �aZ•-iw•w i�r w1 w�R�••i•.: Version#53.6-TBD `�-`;'.-,*;So1arGty. Gt February 1, 2016 RE: CERTIFICATION LETTER Project/Job#0262589 Project Address: Belle Residence 86 Sheaffer Rd � JASON WIL[AM Centervil, MA 02632 1 0 TOMAN a STRUCTURAL AHJ Barnstable No.51554 SC Office Cape Cod 10 .p Cyt. G1STP Design Criteria: SALCy� -Applicable Codes= MA Res. Code,8th Edition,ASCE 7-05, and 2005 NDS 01/2016 - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf _ - MP2: Roof DL= 9 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP3: Roof DL=9 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL=21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069'< 0.4g 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 evaluationI 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. 1, - 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 ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the,structural review is provided in the results summary tables on the following page. Digitally signed by Jason Toman * , - Date: 2016.02.01 20:09:39 -07'00' t 3055 Clearview Way San Mateo,CA'94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,.CA CSLB 668104,co EC 8041;Cr HIC 0632778,DC H 0 71101466,00 HIS 71101468,Ht CT•29770,MA HIC 16857Z MO MH1C 128946.NJ 13VH06160800, OR COS 180488,PA 077343,TX TOLR 27ObB WA GCL:SOLARC•`at$O7,O 2013 8ol,,rCity.AU rIghts reseled. Version#53.6-TBD ao�;siO�c�f Clt y 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 MP2 72" 24" 39" NA Staggered 70.2% MP3 72" 24" 39" NA Staggered 70.2% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration. Uplift DCR MP2 48" 20" 65"• NA Staggered 77.8% MP3 48" 20" 65" NA Staggered 77.8% Structure Mounting Plane.Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP2 Pre-Fab Truss @ 24 in.O.C. 270 Member Analysis OK MP3 Pre-Fab Truss @ 24 in.O.C. 270 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 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com A7 ROC 24377.1,CA CSLB 888104.C O f C 8041,CT HIC OB32778,DC HIC 71101486,.DC 111S 71101488,HI'CT.29rM,MA F 11C 168572,MD MHIC 128948,NJ 13VH06180600, 0n GCB 180498,.PA 077349,'PX TDLR 27000,6VA C1f,L:POLAPC'91907..10 2013 SelarGity.All right®Wervdd.. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1"`°7 5.23 ft T Actual D'' '' M 3.50" Number of Spans(w/o Overhang) 2 San 2 6.02 ft Nominal Yes Roofing Material Comp Roof: San 3 _ A 5.25 in.A2 Re-Roof No San 4 S. 3.06 in.A3 Plywood Sheathin Yes San S. s,,. .; , xis 4 J _ X,536 in.A4, Board Sheathing None Total Rake Span 13.93 ft TL DefTn Limit 120 Vaulted Ceiling "No" PV 1 Start 1 2.75"ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.75 ft Wood Grade #2 Rafter Slope 270 PV 2 Start Fb ,• _, 875 psi Rafter Spacing 24"O.C. PV 2 End F. 135 psi Top Lat Bracing yFull. A PV 3 Start t =3, v.r E 1400000 si Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 6 12, Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.12 10.1 Psf 10.1 psf PV Dead Load PV-DL r m =3.0. sfr u, x 1.12 = ., w, - .'3.4 psf . . Roof Live Load RLL 20.0 psf x 0.90 18.0 PSf Live/Snow Load LL SL14 30.0 psf x 0.7 1 x 0.7 21.0 psfP. . 21.0 psf Total Load(Governing LC TL 1 1 31.1 psf 1 34.5 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 CIF Cr D+ S 1.15 1.00 1 0.93 1 1.5 1.15 Member Anal sis Results SummarV Governing Analysis Max Demand @ Location Capacity DCR Result Bending - Stress -1026 psi 6.4 ft -1622 psi 0.63 Pass CALCULATION OF`DESIGN - Mounting Plane Information Roofing Material Comp Roof _ PV S stemT a SolarCity'SleekMountT"'_ Spanning Vents No Standoff Attachment Hardware 4: .1• .. a Comp;Mount Type.C.; Roof Slope 270 R_af�to Spacing ;" 7 7 � =� 24"O C:° - Framing Type Direction Y-Y Rafters Purlin Spacing - X X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment_System Tile Roofs Only NA standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method _ _ -_ _ = Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C _Section 6.5.6.3 Roof Style Gable Roof Fig_.6-11B/C/D-14A/B Mean Roof.Height *'. .x,a � . _ t, .15:ft _�_ � � Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.85 Table 6-3 Topographic Factory '`` Pf Krt u, f 100 p :. Section 6.5.7 , __ Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance'Factor , yi <,*,. 1:0 :,r w 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 -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient' Down `° GC' 0.45f Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72." 39" Ma_xAllowable7Cantilever.' j"Landscape "• r P u •, 24" —AL- 4_ N_A Standoff Configuration Landscape Staggered Ma ,. wu Tribe'. E= Y .11w. 20 sf:w , ., �P x Stan doff Tributa_ry�Area PV Assembly Dead Load _ W-PV 3 0 psf Net Wind Uplift_at_Standoff Tactual- Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 3 70.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever =» Portrait 20" � NA Standoff Configuration Portrait Staggered Max Standoff Tri tar buy—Are as PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at StandoffL -Tactual Uplift Capacity of Standoff T-allow 50011 a Standoff Demand Ca aci DCR 7 "77.80 " 4 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK,- MP3 " Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1 ;n, _, 4 5.26 ft, Actual D. P ..'_ 3g.,3.50" Number of Spans(w/o Overhang) 2 San 2 5.99 ft Nominal Yes Roofing Material Comp Roof,6 :; San 3 ., z �n -rA ,44, �5.251n.A2_. Re-Roof No Span 4 / S. 3.06 in.A3 Plywood Sheathing N Yes San 5 wn 6yI' f + "' 5.36 in.^4 Board Sheathing None Total Rake Span 13.93 ft TL Defl'n Limit 120 Vaulted Ceiling No= PV 1 Start,,?, - 1:00 ft P Wood Species + SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 9.92 ft Wood Grade #2 Rafter Sloe 270 O PV,2 Start'- <;. :. 'Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lat Bracing 1" Full "`w'" PV 3 Start " r„ "` v E 'x 1400000 psi Bot Lat Bracing At Supports PV 3 End E,„i„ 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.12 10.1 psf 10.1 psf PV Dead Load PV-DL n 3.0 psf. .,. ;, .,mt. x>1.12 . _ n a.:, ._w* 3.4, sf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL SLl,2 30.0 psf ,, Ix 0.7 of x:0.7 " 21.0 sfrr, ° 21.0,psf �f° Total Load(Governing LC TL 1 31.1 psf 1 34.5 psf 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 - CF Cr D+S 1.15 1.00 1 0.93 1.5 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location CapacitV DCR Result Bending - Stress -1023 psi 6.4 ft -1623.psi 0.63 Pass [CALCULATION OF'DESIGN—WIND;LOADS=MP3 --_-_- - _ __ Mounting Plane Information Roofing Material Comp Roof Py System Type, - SolarCity _ekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 270 Rafter Spacing_ - - --__ - 24"O.C. Framin Type Direction Y-Y Rafters P_u_rlin Spacing_ _X-X_,Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System_ Tile Roofs Only NA — — _--_ -_ ---- - - —,._- -- - Standin Seam ra S acin SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Oesign,Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category __ C -Section 6 5 6.3 Roof Style Gable Roof Fig.6-11B/C/D-14_A/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 x Krt•_ ;, � � 1.00 Section 66.5.7"` Wind Directionality Factor Kd 0.85 Table 6-4 Trri ortanceiFactor "I"� _ -.°n - ;�°1.0'xr, "e" - .` ti Table,6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 pslf Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure"Coefficient Down " . GC Down " "4P7 'k ` `0.45�`, T7,- h Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" _.._.. �. .-.�—. NA ;Max Allowable Cantilever =T • Landscaper.� 24 �_. Standoff Configuration Landscape Staggered Max Standoff Tributary Area.= u..• xx'T . :I 1 20 sf, PV Assembly Dead Load W-PV 3.0 psf Net_Wind U lift at Standoff &x� T-actual .:}. t:;, _ -351 Ibs .a - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci � •_v,DCR . _ a„ " 70.2% I X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48' 65 _Max Allowable Cantilever_r___.o_, Portrait Standoff Confi uration Portrait Staggered Max Standoff_Tributary Area_ _ �`- "' Trib- '�•' "'" "" " '� '` '`�22 sf �` �"`k PV Assembly Dead Load W-PV 3.0 psf Net Wind-Uplift at Standoff T-actual _ 1 '389`lbs Uplift Capacity of Standoff T-allow 500 lbs =,77`.8% Standoff Demand Ca aci y DCR � • t`• k• u a: - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TOM! OF Map l� Parcel c'`� RNSTASUpplication #ZZ Health Division t{ ''' is � : nD.ate Issued JI Z,; 1 Conservation Division Application F ' Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board DIVISION Historic - OKH _ Preservation /Hyannis Project Street Address ��- Village Owner Address s: C Telephone 9 -917-1'% G Permit Request cd1%d *st 4. %J-4;c Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 16�- ' Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Q,," Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ 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: 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 (BUILDER OR HOMEOWNER) Name Telephone Number PO Box 52 Address West Dennis, MA-01670 License # Cell (508) 280-6964T _�n«� 280 169393 Home Improvement Contractor# ..�. Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE_ La4lty FOR OFFICIAL USE ONLY j� APPLICATION# ,p DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER F a DATE OF INSPECTION: FOUNDATION FRAME INSULATION =. c: FIREPLACE C7 ELECTRICAL: , ROUGH FINAL C10 PLUMBING ROUGH; FINAL GAS: ROUGH FINAL E FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. OWNER AUTHORIZATION FORM JAMES A LABELLE (Owner's Name) owner of the property located at 86 SHEAFFER ROAD (Property Address) , CENTERVILLE, MA 02632 (Property Address) hereby authorize r ' "`— \ if (Subcontractor) an authorized subcontractor for RISE Engineerin ,to act on my behalf to obtain a building. permit and to perform work on my property. Chantey la Be a(Oct 14.2014) '° a Owner's Signature Date Town of Barnstable Regulatory Services Thomas F.Geiler,Director ma's ` Building Division y MASS.ss. �, i639 ♦� �Fo�e Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# FEE: $ SHED REGISTRATION 200 square feet or less Location of she (address) Village Property owner's name Telephone number �� 7� �` ► �7� 0 3 O Size of Shed Map/Parcel# Si n ure Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 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 RE V:04291 l 330.6.Ra YS 3- - - - - - - - -- •y :P'F1G 'T.P�K.:_�: 330x.1.5.oY• .�49yG.P � - /ao.aa _ use i000 t5Po5At_ PI`T v5E t 0 0 ( : . _. ys 76yt . J _ left Z/"f rr Sls ToT•�L pdGYt'Got/ 33c�`G �.�. ��' �7 S 1S . •cam : � : . .. i4ti ET7-- �;3� '�C. �441.0f A(qr p W. LiNM ALA C. NY £ �l0 1 33Q. :. o JOKES o P. F W G.� �Y Imo• . . SGpu . tN _ .jUf3 . _. D►ST J COr IN GAS.. t_t=acu _. y� . . K G Ttt IGp PLO pL-A w 33 FILG IAMR oN �. A. No SC LE SCALD t.p►I.1 RED EQE .4 GI✓. G E czT t F Y T N AT 'T N� Pfzor't�5a i1��1do ir�N. . _ tE26.01•i GOMPt-�:5. W.ITµ"TN� S�,D�L1N rc : �Gam- /3 oWN QNII 1S h1CJr' .:oGAT D °W.►TN.�4�1 T1-Z' �ooD Pt:c.tN gAwrsV- ►AYE I me., o NOV-20-2006 16:11 H S & T GROUP INC. ,508 752 8895 P.01i01 RFNEY. MORAN do . TIVNAN MORTGAGE INSPECTION PLAN REGISTERED LAND SURVEYORS NAME JAMES A. & . CHANTRY CAMILE LABELLE 75 HAMMOND STREET -- FLOOR 2 w' WORCESTER, MA 01610-1723 LOCATION 86 SHEAFFER ROAD PHONE. 508-752-5885 a FAX: 508-752-8895 . CENTERVILLE, MA I . RMTOCONVERSENT_NET A Diviaion of H. S. & T. Group, Inc. SCALE 1." = 30 DATE 1 1 -20-06 REGISTRY BARNSTABLE DIXD BOOK/PAGE 7321/289 WED UPON DOCUMENTATION PROVDED REQUIRED MEASURE- MOM WERE kWX OF 711E FROARAGE AM pKS) S►IDWN rj `ZNOFMgs PLAN BOoK/PLAN 247-84 TTD ' ON 795 MORTOWE WSPECN PLAN. N OUR BENT ALL ry r151WLE MNENTS W SHOWN AND THERE AFlE NO YIONITION5 ya C' rg OF ZONA�O' IREMENTS RIMARDINO STRUCTURES TO PROPERTY o ARTHUR yG WE CEIMFY THAT THE BUILWNC(S)ARE NOT WITUN THE UNE OTFSE75 UNlF3E OTHERWISE NOTED IN DRMAMAG•Dam. .T. L. ' SPECIAL FLOOO WARD AREA, SEE HUD MAP! NUM MOP EFNO ARE ABOVEGROUND Z"VS, $��p5 MTFI NO FOUNDATKfNS.THIS s ABM I�GE BOULEY �P- NSP1x710N PLA1P, NOT AN INSTRUMENT SURVEY DO NOT USE TO cJ . 15 C DTD 08/1,9/85 ERECT FENCES, OTHER BOUNDARY STRUCTURES.OA TO PIAM NO.29295 / 't SHRLm. LOGTmN OF THE mmvTURE($) Pew HEREON IS ETTIIER , p � � FLOOD ►4ZM ZONE WS BEEN DETERMINED B(5C/ILE AND ;1 IN OOMPLIANCE WRH'LOCAL ZONINC FOR PROPERTY LINE OFFSET 9QfEs 10�� IS NOT NECESSARILY ACCURATE UNTIL DE INITNE PUINS ARE �.• REDURDAENTS, OR IS EXEMPT FROM VDIATKMJ EMPME)AENT NCYIIIM UNDER MA55. G,L TIU VIL CNAV, 40k SEC• 7, UNLESS �A/tlp ISSUED av HUD AND/DR A VERTIM CONTROL SURVU IS OTHERWISE NOTEDR THIS CERTMrATION 6 NON-TIMAWERABLE PERFORMED, PRECISE E1J:ITATKINS CANNOT BE OPTFAA/IN®. K: THECETYTIFlr�IIONs ARE MADE WITH THE FRUMP"P" THAT THE wFbRwTaN PTLOVIDEO IS ACCURATE AND THAT THE MEASURE- CERTIFY TO: SOVEREIGN BANK HEMS USED ARE ACCURATELY LOWED 10 RELATION TO THE PRovERTM uNES. JAMES A. LABELLE CHANTRY CAMILE LABELLE ` 5�0 / { nl 1� OO ti y, 00 C�vv�—S a> a' HOUSE LOT 135 f is egg 15,000 S.F.± 00. • n. REQUWnNG OFFICE, MCMANUS, NORTON Qi MACNAMEE, P.C. pitAwN BY; JGa �TOTAL�P.01 Town of7BArnstable Perrnit:�01-�'! 6��(6S Regulatory Services ate:. °F1HE roy� Thomas F.Geiler,Director Building Division I Fee: , :6D s • r a snxwsiAB . ' Tom Perry, Building Commissioner v� , . `0� 200 Main Street, Hyannis,MA 02601 ATFp �A www.town.barnstable.ma.us Office: 508-862-4038 `/� Fax: -508 790- 6230 TOW E SOLID FUEL " TOVE PERMIT Owner: , �,PrM[-5 Lk'B tU.E Phone:.. 5cA— gc3. 171b ' Install at: cA ,:2 (�, Village: Ct✓j'M"(t.t.E -_ Map/Parcel: 1 23� Date: f—1 Stove A. New Used B. Type: Radiant/ Circulating C. Manufacturer: 1'em,p W010 Lab. No. D. Model No.: 7?-��d/e Xia r Xee. &,r Chimney A. New xis ' (If existing,please note date of last cleaning) fIa,.toc,,, l, Al of Amu B. Flue Size I C k Y. tau ? C. Are other appliances attached to Flue? 10, D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth A. Materials: �j(Zic K B. Sub Floor Construction: 3 �- -17ES1R� Tp J6NT Ti��l�. C—�Cis ItJ� �Purc�C Ct�M�J��. :_ Installer Name: Address: Phone: .- Location of Installation: c-n H.I.0 Registration# f Construction Supervisor# o ; OR check_Homeowner Installing,no license required w APPLICANTS SIGNATURE APPROVED BY: r Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 103107 r ,ET � (0 y � 10F c _ r s � Assessor's office(1st Floor); .. ; � �E� �". M.7R�,,R Assessor's map and lot number Board of Health(3rd floor): Sewage Permit number v Engineering Department(3rd floor): � b ,� House number o �p L�!l, _ - s� Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOIWN---, OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accor ing to the following information: Location " Proposed Use l Zoning District Fire District Name of Owner z Address Name of Builder Address Name of Architect '�J~ Address — Number of Rooms Foundation Exterior""''" C� Roofing Floors Interior C y Heating �� - Plumbing Fireplace /' Approximate•Cost Area C7 Diagram of Lot and Building with Dimensions Feed-5-0 , r _ � OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of'Barnstable re rdi g the above construction. i` Name Construction Supervisor's License PORTZ, ROBERT & JEAN No 34068 Permit For Build Addition ' ' Single ,Fainily Dwelling Location i86 Sheaffer Road ' Centerville Ownp.r Robert & Jean Portz ' F Type of Construction Frame • (p =, Plot t Lot ti Permit.Granted' November 19, .19 `)0 - Date ospecti.on ' f '19 Date Completed 19 , r. sue•+ � i ' i ; t .' _ 1 A F - 0 - ,�,�.� t=�ow Ito x 3 33o.G.PA 4y 3- - - - - - •y . EPT►G 330xl5o'/• = �49JrG.P. o /ao•� use, 1000 GA%-. +5Po5At.:- P►'T' v6E... taoo GAS: u/�Z.3Toq.: y4 �_ .. � 7;y,..p�,r._ .. `�, .. . /ct18S.f X: 2:� _ �37!G•f?',.a7. 'IMP f4P s = 76 S Z1' Zi 0 g ToTSC :.O,QiGy/.tGoiet/ 33v-6 �: . P�coG-4T/ow 1PJT�:;/.''�,✓ �s1i�r/�!��S . .. _ --�`. • . Ac ..OF ALAN NYf '¢v 1933 ' v JONES Jt o t 1 s �9ed0 SUR"4rc''' y� ToP FNa, l� 7.1 f Not_ - G o u tN ... DtST. INS. -------------- yy / L AC.tA rs ✓ tens: !NV. WA SW r.D` c 74 G>`ttT.Ct tGD pt_0r P a.`,P t L� .. - L Np CA. . S i 1. C E ct•r t F Y ,, T N P�' -,r.µ 6 PrZor��cw duo µ!N .. L .. . . NEsz�oN � A►�o S SiT SACK SZ.6�7v 2>=M µTA o Ir. I µ 'To W t-i or-, ANC le,-. hl tLocpa o °W.tTN:TJ T1-1 Looms Pcn.tN bAT F �ti tG . . .... REG t SZ>=2��'>`.s.��5 v�v I✓Yeses 'Tu1,5 p��.Ki is P.tcYT E3n5f-v old A OSTtc2vtl:t.� - `>s• ri►C'�n�- !�Ct lea_�Crvtvd2k _ b LJL�;q-d -b Lek t .. Lro+L.t n.'-k� Cf . sseelor's offioe (1st floor): �, FfME T �Asses�r's map.and lot number ...../J..-...:"....6. �..�:. �• �. Q o Board of Health (3rd floor): Sewage Permit number ......:........ ................................. t BAWSTSDLE, t Engineering Department (3rd floor): 'moo rb 9• e� Housenumber .........................:.............................................. '�orava, APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING I NO SPECT0R APPLICATION FOR PERMIT TOv.G.f?C......�rl.l .....1.. .r?<`L� .1...... 1. !(��".4.,., ...... j/� 7— TYPEOF CONSTRUCTION ....................... ... o.. ................P.1:RNLG............................................................... ............................................ ...19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the f lowing informati0 / Jl Location ................... .! .......... .1� �. ... ... D�....� !S 1 ....... �� �.1. .r...... ............ .... O r Proposed Use d-3'Yi1.... ...............d.ah'!................................................................................................................. ........... .. ....... Zoning District ...................[..I.................................................Fire District ..........0. f"l Z,.-•Nbme of Owner ..woleif.... 1..\i.... � .Z.....Address .....U..4....... .��a ......J...` ................ Name of Builder ...... ....................�............................. .1 ..........Address .............................1 � ..................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms .....................I...........................................Foundation ................................................................................ C. P ff ' Exterior ............ ?. .iK�.I. S.............................................Roofing ...... - ..�,..�..�..... .................................................... —Floors .W.0...9 Interior ........"D W 4. �....................................................... ... . . ................. . Heating ..................................................................................Plumbing ............ ....................................... Fireplace ..................................................................................Approxi6r6te Cost f............................ ................. Definitive Plan Approved by Planning Board ___________________19________ , Area .../ ....................... r^ 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 regarding the above construction. Name ... . ............. . ..... ..... ... .. ..... ................................. Construction Supervisor's License �/.`�................. PORTZ, ROBERT R. 3076.8... Permit for ....Convert. . . ...G ar.a.g�I- .. .... .. .... .. .. .... .. to Room/ SinglelFamily Dw. ..............I.......................................................... Location ... 86 Sheaf-'er Road ............................................................. ................Centerville................. .......I......... Robert R Portz Owner ................................................................... Type of. Construction .....Frame..................................... ......................................................................... Plot ............................ Lot ..........3 5 ..................... Permit,Granted ..........May. ..21..............19 87 Date of Inspection .....................................19 Date Completed .......................................19 17 Ae 41 Assessor's map ,and lot number• ..../7ar O 3v �p THE Sew 1p ,Q �LE N sop.,;;' -tA ~ �. � 4 iTR Z BABH9TADLE, House, number ....... ... r f ''4 / 9 i� L �•�;L;9°v 'Mb 9 EN• ti6WUV 't. EMFYa• . .k�,.».;. d M9mP'1 ryMeH '19' TOWN OF BAiR'NSTABLE BUILDING- INSPECTOR APPLICATION FOR PERMIT TO ..:.,. ....C.Ons; la.G I�1lcdlw7.a ll7g....................................... .................. TYPEOF CONSTRUCTION ......................Wood' frame.................................... ... ..... ............................. De.Q................................ . TO THE INSPECTOR OF BUILDINGS: + The undersigned hereby applies for a permit -according to the followit g mforrr anon:' ` Location ................Lot..135...Sheaf.£er:`Ito.ad,...Centery 111e.. .....................::.............:...............................:..... Proposeduse ...: .Single ,family............. ...... ... . .......................... ... ................... ...... ......................... Zoning District .....RC...............................................................Fire District .... C@71t-Est.................................................. P o . Name of Owner ..D.E..C....Realt. k...Tr'u,st...........;Address ..............................................................0. Box 62 Centerville Dale Crowder same Name of Builder ...................Address .............................................................. .. . Name of Architect - ................Address ....... 5 pourked concrete , Number of Rooms ...............Foundation, ....................... clapboard, WCS, Tlll asphalt Exlerior ....................................................................................Roofi'ng• ......................................................................................... >q Floors wall t0 Wall .........Interior ..drywa11... I...................... .. ......................................................................... ' •K• HeatingS"WaTII1`alr.J ... Plumbing ,....::....2...baths F . ..:...:. ..... ;i ... .... .... .. Fireplace ......9A!............. ................................. ...................Approximate Cost ...: Aaoo............................. Definitive Plan Approved by Planning Board ---------------_---------------19-------- Area .........( ''..0 ............... ' 'Diagram of Lot and, Building with Dimensions Fee (... .,T[/) �"' SUBJECT TO APPROVAL OF BOARD. OF,HEALTH {N07-0 f • r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 1 Name ...�... . ... ........... ...1.1.!`. Construction Sup ervisor's License .. . ca�. .. D. E . C. REALTY TRUST e Story s tlo .............. One for . ............................. ' .> Single Family Dwelling .... ....... C. ,r �C a; � _ � `.� `ems J .' - `:��•.. to� � - . - Location ...:L.2t...13.5.F......$.6...ShP-affex..:Rd., ........... .......Cente-rville........ ....................... Owner ...D......E......0......aea.Lty. ..Truat..... =., TypeConstruction ....... ...... - « . . ..... - ..................................................................... - hL Plot ............................. Lot ..................... - 4 - January 2 0,'� 8 4 Permit-Granted `._19` i Date of Inspection ........................ Date Completed :. .r .�N.'�" 10 '� l r may`` i,r _ `; � - '����! •� y'� _ • ��. r... y. ... • '�. .. ., .m. a �.�+ry'P se 7 � fl •.;t ti 1,�lid j�,A ? y f � { { y ' 44 � 3 RtCNARD `✓�1`x � e, r A. •= . BAXTER �► N4 2'i049 T%Vk o CEQTt F I ED p� Uolr � 3 t y LoCATlo" 15C-AL=- ///21:�-lc5v .0 rIZTI t+,q TNAT T1-16.ex1,51 . FIL�, ta�tzoN Ggrt�Pl_�5 W ITN THE 51utc.t_t►-lE Id�.tD SET�Gk REQUIREr{/�ENTS OF TNre • _.l3re: Z�7 fG. �� � � ;� r 'To W IJ Aw.l D i S tiloT t ,.. - Iti.l 'Tti-lt✓ Fl.00� Ft-�o►1►.1 uYE, t�G. ` �_ ,� dAT� G Gy REG t S tt1Z�D 1..�.4-ID SU r-V EYo IZS vN AN OSTEILVILLEs o MAS40 Uo'T PBh►5m� i T N t 5 D LA 1-I I S tWy- v,y�EtJT -50kzvr=%f i T14G 0F9:,5r--r4 SI.10e"'D APPL-1 G,d.►JT` l�AxLx.. LOT o TOWN OF BARNSTABLE Permit No. 26000 "A"n� ; Building Inspector cash ...� ------------------------ �° ~ OCCUPANCY.-PERMIT Bond Issued to 9. E. C. Realty Trust Address ,. lot #135 F36 Sheaf er Road, ,�enterville A Wiring Inspector V( �ri Inspection date r Plumbing Inspector Inspection date Gas Inspector - � �, Inspection date '' Engineering Department � � ��.�'ll/ �c Inspection dater Board of Health Inspection date THIS PERMIT WILL NOT BE VALID AND V 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. 22 19 -ZZ, V Building Inspector 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. 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, F 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. a - HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST-ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. y NTS NOT TO SCALE 9. . MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY'THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP -TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT _ W WATT 3R NEMA 3R, RAINTIGHT �t PV1 COVER SHEET PV2 SITE.-PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached '1. ALL WORK TO ,BE DONE TOTHE 8TH EDITION ` r GEN #168572 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) CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 5 8 9 O O PRDASE OWNER: DESCRIPTION: DESIGN:- CONTAINED \\, ■ SHALL NOT BE USED FOR THE BELLE, DAMES A LA t BELLE RESIDENCE Ryan Stemmerik �i•f sSolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Cap Mount Type C 86 SHEAFFER RD 7...14 KW PV ARRAY ►�� to PART TO OTHERS OUTSIDE THE RECIPIENTS EINER' Z�7 ORGANIZATION, EXCEPT IN CONNECTION WITH CENTERVIL, MA 02632 THE SALE AND USE OF THE RESPECTIVE TRINA.SOLAR # TSM-255PDO5.18 24 St Martin Drive, Building 2;Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITIEN PAGE NAME: . SHEET. REV: DATE Marlborough,MA 01752 K� PERMISSION OF SOLARCITY INC. 5O8 648=4855 i PV 1 2 1 2016 t (sso)sae-1o2s F: (650)638 lozs REDGE SE6000A-USOOOSNR2 ) COVER SHEET � (888)-SOL-CITY(765-2489) wwwsolaraitrcom , e PITCH: 27 ARRAY PITCH-27 MP1 AZIMUTH:296 ARRAY AZIMUTH:296 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 27 ARRAY PITCH:27 MP2 AZIMUTH:206 ARRAY AZIMUTH: 206 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 27 ARRAY PITCH:27 MP3 AZIMUTH: 116 ARRAY AZIMUTH: 116 MATERIAL: Comp Shingle STORY: 1 Story JAS014 WIL [AM TQMAN STRNCTI<JRAL No.51554 "ON AL 01/2016 Lp1!d4 t I D Digitally signed by Jason Toman LEGEND TOfuseM pg Date:2016.02.01 20:09:49-07'00' (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO& WARNING LABELS Front FIDC © DC DISCONNECT & WARNING LABELS AC EEI AC DISCONNECT & WARNING LABELS Q STRUCTURE— DC JUNCTION/COMBINER BOX & LABELS _ - - - - - - - - CHANGE Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS D.,�1 J CONDUIT RUN ON EXTERIOR �`j I CONDUIT RUN ON INTERIOR GATE/FENCE OAC Inv O HEAT PRODUCING VENTS ARE RED © r._-i INTERIOR EQUIPMENT IS DASHED L=-J SITE PLAN N Scale: 1/8" = 1' 01' 8' 16' W S J B-0 2 6 2 5 8 9 0 O PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER \\` SolarCity. CONTAINED SHALL NOT BE USED FOR THE BELLE, JAMES A LA BELLE RESIDENCE Ryan Stemmerik BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��40 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 86 SHEAFFER RD 7.14 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MooDIEs CENTERVIL, MA 02632 ORGANTHE SIALEnAND USE OF ON, EXCEPT IN CONNECTION THE RESPECTIVE WITH (28 TRINA SOLAR TSM-255PDO5.18 24 St. Martin Drh,Building 2,Unit 11 l ) SHEET: REV DATE Marlborough,MA 01752 PAGE NAME SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650)636-1028 F: (650)636-1029 PERMISSION of SOLARCITY INC. INVERTER: SE6000A—US000SNR2 (508) 648-4855 SITE PLAN PV 2 2/1/2016 1 (888�SOL-CITY(765-2489) www.8clarcitycom S1Si = 1'_2' (E) LBW - . . : _ 1 _ (E) LBW - SIDE VIEW OF MP2 lvTs a a.n SIDE VIEW OF MP3 ., ¢NITS C MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER , NOTES y MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" - STAGGERED LANDSCAPE 72" 24" STAGGERED . PORTRAIT 48" 20" PORTRAIT- 48" 20" =' ROOF AZI 206 PITCH 27 TOP CHORD 2X4 @ 24" OC AZ 6 PITCH 7 STORIES: 1 _ TOP CHORD 2X4 @ 24" OC STORIES: 1 A 6 PITCH 2 " ROOF AZI 11 ARRAY AZI 206 PITCH 27 ARRAY I 11 BOT CHORD 2X4 @24 OC Comp Shingle BOT CHORD 2X4 @24" OC Comp Shingle + ' PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER q & FENDER WASHERS LOCATE RAFTER, MARK HOLE: ZEP LEVELING f00T (1) LOCATION, AND DRILL PILOTO J �,9 G HOLE. ZEP ARRAY SKIRT (6) aMAN STRUCTURAL. (4) (2) SEAL PILOT HOLE WITH Na:5155 ` POLYURETHANE SEALANT. E 16sp ��' ZEP COMP MOUNT MOUNT C r iSTE'' ,- ZEP FLASHING C (3) (3) dNSERT FLASHING. /ANAL ' - (E) COMP. SHINGLE r 1/2016 - (E) ROOF DECKING (2) - INSTALL LAG BOLT WITH '- 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES NSTALL LEVELING FOOT WITH WITH SEALING WASHER C(6)F. BOLT & WASHERS. - (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF ANDOFF i Scale: 1 1/2" = 1' CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: - PREMISE OWNER: -- DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0262589 0o BELLE,. IAMCS A LA Ran Stemmerik i fs D U/1 L BELLE RESIDENCE y SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC,. MOUNTING SYSTEM: �.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 86 SHEAFFER RD 7.14 KW PV ARRAY ►r PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES CENTLRVIL MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive, Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PDO5.18 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. SOLAREDGE SE6000A—USOOOSNR2 (508) `648-4855 •STRUCTURAL VIEWS PV 3 2/1/2016 (8BB)—SOL-CITY(765-2489) www.solamitrcon UPLIFT CALCULATIONS a SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 2 5 8 9 00 PREMISE OWNER: DESCRIPTION: DESIGN CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: \\� CONTAINED SHALL NOT BE USED FOR THE BELLE, DAMES A LA BELLE RESIDENCE Ryan Stemmerik �;,;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: I'��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 86 SHEAFFER RD 7.14 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES, CE N TE R VI L MA 02632 THE SALE n D USEEOF PT I THE O RESPECTIVNNECTION E 1 (28) TRINA SOLAR # TSM-255PD05.18 za S►. Martin rough Binding 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DALE Mar&-102 h F. 01D) PERMISSION OF SOLARCITY INC. MVERhR: 508 648-4855 PV 4 2 1 2016 8B8' (�)638-1028 F: (650)636-10y. ` SOLAREDGE SE6000A—USOOOSNR2 UPLIFT CALCULATIONS / / ( �SOL—aTY(yes 2�ss) •$d��'1 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND Panel Number:B20-20SM Inv 1: DC Ungrounded GEN #168572 O # O INV 1 -(1)SOLAREDGE ##SE5000A-USODOSNR2 LABEL: A (21)TRINA SOLAR ## TSM-255PD05.18 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 944 674 Tie-In: Supply Side Connection Inverter; 50'OOW, 240V/208V, 97.5%/977a w/Unifed Disco and ZB,RGM,AFCI PV Module; 255W, 232.2W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 r Voc: 38.1 Vpmax: 30,5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER r �E 100A MAIN SERVICE PANEL t, E; 10OA/2P MAIN CIRCUIT BREAKER (E) WIRING BRYANT Inverter 1 F Load Center CUTLER-HAMMER ' 100A 2P 4 Disconnect 3 SOLAREDGE 1*_ Pc- -ORGANIZATION, - - / A SE5000A-US000SNR2 MP2,MP3: 1x11'� 30A/2P g -------------- ---------- A L1 2T.V r- ------ - ----- -- ---g L2 NDG Is. 2 (E) LOADS n GND EGC/ DC+ -- ---- -------___--------------- GEC -.--1DGCMP3: 1X1Om0 z �5 1r-- I GND __''EGC- ----- -- ---------- ---- --- -- G - -- 17N (1)Conduit Kit; 3/4' EMTEGC/GECGECTO 120/240VSINGLE PHASEUTILITY SERVICEPHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMPT (2)Gro qd Rod (1)BRYANT#BR24L7ORP \, (21)SOLAREDGE CfP 2NA4AZS POI 5r8 x 8, per Load Center, 70A 120/240V, NEMA 3R *AC V PowerBox ptimizer, 300W, H4, DC to DC, ZEP(2)ILSCOyy IPC�0-#6 (1)CUTLER-HAMM BR230na 1 AWG Solid Bare Co erInsulotion Piercing Connector; Main 4/0-4, Tap 6-14 Breaker, 30AP, 2 Spaces ( ) i PP SSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE 6 (1)CUTLER-HAMMER #DG221UR8 -(1)Ground Rod; 5/8° x 8', Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 30A, 240Vac, Non-Fusible, NEMA 3R(I)CUTLER- AMMER /�DG03ON8 . (N) ARRAY GROUND PER 690.47(D):. NOTE: PER EXCEPTION N0. 2, ADDITIONAL Ground�Neutral Kit; 30A, General Duty(DG) __ - ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE1 AWG#6, THWN-2, Black 1 AWG#10, THWN-2, Black' ' " "' s (2 AWG #10, PV Wire, 60OV, Black Voc* =500 -VDC Isc=15 ADC (1)AWG#6, THWN-2, Red Igr(1)AWG#10. THWN-2, Red (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.91 ADC ( )AWG#6, THWN-2, White NEUTRAL Vmp 240 VAC Imp=21 AAC I (1)AWG#10, THWN-2, White NEUTRAL Vmp 240 VAC Imp=21 AAC 1 Conduit Kit; 3 4° EMT -(1)AWG#G,.Solid Bare•Copper• GEC, . . -(1)ConduR.Kit;.3. .EMT_ . . ._ ._ . . . • , , , • •-(1 AWG#B,.1HWN-2,,Green ;.,EGC/GEC (1)Conduit.Kit;:3/4',EMT. _ . _. • • • • • (2)AWG 00, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC 1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.19 ADC . (1?Conduit Kit;.3/4°•EMT: . . . .. . . : . . . . . . . . . . . . . . . . . . . . . .CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-0262589 00 PREMISE OWNER: DESCRIP110N: DESIGN: `k ■CONTAINED SHALL NOT BE USED FOR THE BELLE JAMES A LA R an Stemmerik ����t, BELLE RESIDENCE yBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �„NOR SHALL•IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C Y86 .SHEAFFER- RD SolarCityPART TO OTHERS OUTSIDE THE RECIPIENTS7. 4, KYY PV ARRAY I1�EXCEPT IN CONNECTION NTH MODULES: CENTERVIL, MA 02632 THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PDO5.18 24.St. Martin Drive, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE T: {650)636 Marlborough,F:A(61752 638-1029 PERMISSION of soLARarr INC. SOLAREDGE sE600oA-us000sNR2 _ (508)''648-4855 THREE LINE DIAGRAM. . PV 5 2/1/20i6 (ee6)SOL-CITY(765-2489) www.sdorcitY.cam Label Location: Label Location: Label Location: (C)(CB) o (AC)(POI) .® (DC)(INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 °o o . o 00 - -° NEC 690.17.E ° e ° o' o- e• ° NEC 690.35(F) Label Location: oCGI:o • ° _- o o e •- x TO BE USED WHEN ■ . O © © : ® (DC) (INV) o•° ° - ° e • • • ° INVERTER IS UNGROUNDED Per Code: - NEC 690.14.C.2 Label Location: Label Location: (POI) IY a { •'f h o (DC) (INV) o 0 0 . Per Code: ° Per Code: •-e °o 0 o NEC 690.17.4; NEC 690.54 NEC 690.53 W • ° OEM o- Label Locatior: e e - e OM (DC) (INV) 1 Per Code: ,„ • - •' o ' * NEC 690.5(C). • o- -o • ° Label Location: - o • • • • - • 0 POI Per Code: NEC 690.64.B.4 Label Location: o • Per Code: Label Location: T•o 0 0 NEC 690.17(4) - ®`_ (D) (POI) ,. , - o :o • y Per Code: NEC69064B4 I o •- o• 0.•- _.+ Label Location: ` m (POI) Per Code: Label Location: `t ° o ry NEC 690.64.B.7 A Disconnect C Disco ect (AC)(POI) ., i�,oe o •• � � (AC): -$�- Per Code: 'f ° n>4, -- - (C): Conduit �. .t � � �� (CB): Combiner Box :."- '+:.." 4 (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit 9 ,� ty Label Location: (INV): Inverter With Integrated DC Disconnect .. ', • (AC) (POI) (LC): Load Center '�I:i 011eKetal,221o4 1.oA a 0%1 Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ����►+�� 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR MALL IT BE DISCLOSED �• ■ San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set �•n►• T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ' I, SolarCit .(888)-SOi_-Cm(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. sSOlafClty ZepSolar Next-Level'PV Mounting Technology ' ��SolarCity I Zep So' Next-Level PV Mounting Technology Components _ Zep System µ , for composition shingle roofs � • O�j '�' - e,.. 00 -:. .. Y - w r 4 -�- ng Foot Up-roof Leveli Interlock Ground Zep IKn s�'e eiN Part No.850-1172 Leveling Foot ETL listed to UL 467 Zep Compatible PV Module Zep Groove Root Attachment Array Skin - _ - - _ -Comp Mount r �1 Part No.850-1382 ` " Listed,to UL 2582 " .••*� - - Mounting Block Listed to UL 2703 Sit, Desc t o PV mounting solution for composition shingle roofs'' Works with all Zep Compatible Modules PP 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" ± s`f Interlock Ground Zep V2 i DC Wire-Clip UL LISTED w. Specifications 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 , n • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703- Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.856-0113,850-1421, 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 1' 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 ZepSolaes 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 1 - Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM I - solar o 0 solar " " , - - SolarEdge Power Optimizer i Module Add On for North America .3 P300 / P350 / P400 SolarEdge Power Optimizer # Module Add-On For North America t 60 P350 P40D ';P` s' k a'?t- (for 60-cell PV (for cell PV (for 96-cell PV k p .. modules) modules) modules) 14 P300 ./ P350 / P400 � €INPUT .;. ;'� „t,�: ' +`-" '°' Rated Input DC Power" 300 350 400 W d F: b Vd..` v , Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 .. c •.MPPT Operating Range •� ���8 48��� �•8 60 8�80.. Vdc a+ s ........................... ..... .. ....................... .................................. .... ......... .................... .... Maximum Short Circuit Current(Isc�......................... ...............................................10 .... .. ......... ....Adc............. Maximum DC Input Current 12.5 Adc Maximum Efficiency .. ...._.. %.... �-- ` t-�S - ............................................ .. Weighted Efficiency .. .. .. ................. .....................................98.8................. .. .... ..%...... ............... Overvoltage Category ..... ... ..il.. .. iOUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Out ut Curren[ 15 Adc m ix+Yc Maximum Output Voltage 60 Vdc t 40UTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF): - vw�a e _ Safety Output Voltage per Power Optimizer 1 Vdc *` :STANDARD ti I A� DARO.COMPLIANCE C Part15 Class B,IEC61000 6 2.IEC61000 6 3 - + w ............. ................................... .. ............ .............. ............. ...... ....... ......... ...... ..... Safety ...... ...... .. .. ... ............. ... .........IEC62109-1.lclass.11 safety);UL3741 ... ... ........ ... FC ..... .... ROHS Yes Y � 9 M1 �-� SPECIFICATIONS -� �p. „ s`�.tq.�,a� =�+t��� ..INSTALLATION .....................................1000 ..., ...,. ..Vdc Dimensions(W x Lx H). 141x212x405/555x834x 1.59 mm./in ...... ............... ..... ...... ... .. ........ .................. .... .......................... ... .. "sE - <'. ,- ,+, 'sai• b..',g't7PPk+ <, •: _ Weight(induding cablesl..V................................... .. ............... 950/2.1 ..................... ol[age Input ConnectorMC4/Amphenol/.Tyco .... ...... ......................................... .......... .................. ........ ............ ...... .................. ........... - •s`'�`._' +m Output Wire Type/Connector Double insulated; .............................. .... ...... ...0.95/3.0...... ... ..... ... . 3.9........ ....... m/ff ,'" s� •X ,�, k`�k<� - Operating Temperature Range .... .., ..•40�+85./40 +185...,, 'C• a,,,;. - .. .:•- .... ,H:�,. ', - «F�;`r";x;'- '' Protecnon Ranng....... ...................... ... ....... IP65/NEMA4................................ ... Relative Humidity 0 300 % ', ,�;} .3 � � -. Nate) power of me motlule Moaulcp up to+5%power rokranw ellowcE PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE .INVERTER SINGLE PHASE 208V 480V I _ PV power optimization at the module-level Minimum StringLength PowerD timizers 8 10 18 ......... ....... ..... ..............�.. ... .... ........ .......... .............:............ Maxim St r Optimi um ring Length 25 25 50 ....... .... .......................... .......................... Up to 25%more energy � _ - M ....................................................................................................................................................................... Parallel Strin s of Different Len hs or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading _ " """"""""..... """""""""""""'................"•""""'..."'.... .........""""""""""""""""""""""' Flexible system design for maximum space utilization - _ — Fast installation with a single bolt _ - - Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter,safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOlaredge.u5 THE lr4namount MODULE TSM-PD05.18 'Mono Multi Solutions r _ DIMENSIONS OF PV MODULE ELECTRICAL DATA®STC - unit:mm fff rPe y 1 Peak Power watts-PMAx(Wp) 245- m_250 255 7 a,..260 O r 941 1t - �Power Output Tolerance P z(%1 0-+3 f THE N�'D nE. M O U B0%crroN E.a Maximum Power Voltage-VMP(V) 8.20 8.27 8.37 30.6 8.50 li Maximum Power Curren}-IMPP(A) 8.20 (( 8.27 8.37 8.50 - NAMEPLATE .Open Circuit Voltage-Voc(V) 37.8 I 38.0 C 38.1 38.2 Short Circuit Current-Ise(A) 8.75 8.79 8.88 9.00 _ 1 8- - i.Module Efficiency nm(%) M1--- d.-, 150 - -3,_ ,-- 15.6T _�.15.9 •�' MO D U LE �. -�A - _ ._ ❑ _ ' STCi Irradiance 1000 W/m2.Cell Temperoture 25°C:Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 w/m'according to EN 60904-1: .. - ELECTRICAL DATA @ NOCT. . ® CELL tl . . L (. Maximum Power-PMAx'(W ) 4 182 186 ~190~ 193 h . Hv - - i { Maximum Power Voltage-VMP(V) ` 27.6 28.0 28.1 1 28.3 MULTICRYSTALUNE MODULE4.3A A Maximum Power Current-IMPP(A) I 6.59 6.65 6.74 ! 6.84 cecNounmNc noEE 1111 r ZNn E - - Open Circuit Voltage(V)-Voc IV) 35.1 35.2 35.3 35 4 WITH TRINAMOUNT FRAME ti r short Circuit Current_A)-Isc(A) � 7.07 � 7.10 � 7:17 ' •- - I 'N Irradiance 00 Ambient Temperature p ed 1 m/. ` ////�� wr ////�� I OCT: radianceat8 w/m'Amb' 20°C,windS e s 6���L�6OW PD05.18 BTz so l4 I Back View POWER OUTPUT RANGE i MECHANICAL DATA Solar cells Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution 1 ? ! Cell orientation 60 cells(6 x 10) o I Module dimensions x 9 m(64.95 39. 1.57 inches) .. % f �1650 92 x 40 m x OS x ch , • .•�'-^-- _ I i Weight 21.3 kg(47.0 lbs) ( Transmission,AR Coated Tempered ,Hi h inches 0.13 mm 3.2 Glass ' MAXIMUM EFFICIENCY _ t.; k Glass [ ( inches),High A-A f.: .White '- �• Backsheet Good aesthetics for residential applications r Frame Black Anodized Aluminium Alloy with Trinamount Groove f III - - IF 65 orTP 67 rated f ) 2 1 5 - ®ti3� I-V CURVES OF PV MODULE245W € J-Box- i 1 Photovoltaic Technology cable 4.0 mm2(0.0061nches), Cables I - - I to.O° ( �'1200 mm(47.2 inches) POWER OUTPUT GUARANTEE em Fire Rating Type 2 800W m2 Highly reliable due to stringent quality control / =6' 7m I Over 30 in-house tests(UV,TIC,HE and many more) ;5m f As a leading global manufacturer 4r0� I • In-house testing goes well beyond certification requirements 4.W I TEMPERATURE RATINGS MAXIMUM RATINGS } of next generation photovoltaic � 3m i efi 2ooW/m2. Nominal Operating Ceil Operational Temperature 1-40-+85°C E t products,we believe close - 2.m t � �44°C(±2°C) � t Temperature(NOCT) cooperation with our partners � t I°° - I Maximum System :.1000V DC(IEC) -. Is critical t0 success. With local " - - )' 0.m r, I Temperature Coefficient of PMAx -0.41%/°C {' Voltage 1000V DC(UL) 0.°0 to.10 20.p° 30°° 40.m .. . presence around the globe,Trina is ;Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating �} 15A I4 able to provide exceptional service vouage(v) _ _ Temperature Coefficient of Isc 0.05%/°C to each customer in each market { (/'` � Certified t0 withstand challenging environmental � � #' L,_,____._ �,.�❑ and supplement our innovative, ) 1 COnditionS ' reliable products with the backing I \� • 2400 Pa wind load ( of Trina as a strong,bankable ' • 5400 Pa snow load WARRANTY T { partner. We are committed ; to building strategic,mutually I 1 10 year Product Workmanship Warranty :! beneficial collaboration with rr - - - - . . 25 year Linear Power Warranty - installers,developers,distributors i (Please refer to product warranty for details) <I and other partners as the backbone of our shared success in l r-' - "' - '- CERTIFICATION driving Smart Energy Together. PACKAGING CONFIGURATION LINEAR PERFORMANCE.WARRANTY "r I t sp C`. _ Y t 10 Year Product Warranty•25 Year linear Power Warranty Lag `, � av� Modules per box:26 pieces w Trina Solar Limited - nt i r 1 r Modules er 40'co ci ne.728 feces P P www.trinasolaccom' dl00% ) i�l r � [---------------• ---- ,-- ..3 a Atltliflo "'a �J ❑ al i 1 V 'i En-38 WEEE I a aloe lia ev 's i 90% InTrl qa Solar - o Ilae a ar Wa rranty MD / CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS N BEFORE USING THE o FA I,, CAU 10 E S UC 10 S O E PRODUCT. T A c i • ry0 t �8096 __ tY � !�'I-�ryO' �^ �'yy' � ®2014 Trina Solar Limited.All rights reserved.Specifications Included in this datasheet are subject to �07% �11 unaJOlSmart Energy tt lr fher _ __ Y- ' EMasolt\-.tichange withou}notice. v Years 5 10 ,IS 20 25 l� eoMPPr ti • Trina standard / ) solar, Single Phase Inverters for North America solar e e & SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-USoo / Q SE7600A US/SE10000A US/SE11400A US T'+ F SE3800A-US SE5000A-US SE6000A-US SE7600A-US SESOOOOA-US SE1140OA-US x ;OUTPUT SolarEdge Single Phase Inverters # Nominal AC Power Output 30o6 3800 5000 6000 7600 9980 @ 208V 11400 VA © i0000 @zaov. .. 3 sk^,. - •�a n r 5400 @ 208V 10800 @ 208V , .. ' Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America X ........... ............. ...... ....... ............ ........... 5450 240v 1Q95Q 24°� n �s < ^,,; AC Output Voltage Min.Nom.Max!'i - ✓ - - ✓ - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ � �, 183-208-229 Vac . ......................................... ................ ................................................ .................................. ...................... ...... -..�x' .- � ' AC Output Voltage Min:Nom:Max.l'i SE760OA-US/SE1000OA-US/SE1140OAUS .211-2Q°-264Vat - _ ......................................... ................ ................................................ .................................. ............................. AC Frequency Min:Nom:Max. 59.3 60-60.5(with HI country setting 57 60 60.5) Hz ..... ................ .................... ........ .. ........... ...2Q 2D8V ........... ... ........ ...QB @ 208V... .............. ......... '"' ` *.`. Max.Continuous Output Current 12.5 16 @ 25 32 47.5 A '•S`c •w. +§ .�d`' Us ' , :-.•-`. .................. ....P............... ..............I...............L.�l. .....V...I....... .. ....I................I...42@,240V...L............................ GFDIThreshold.............. ........ ........................ ........................... .... .1....................... ................................ A..... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes ru INPUT nw `�pverte�"'<a,1ki x :, Maximum DC Power(STC) ....4050 ,,.5100.._....,,.6750....,,.....8100...., ....30250......,...13500,...__.,,,.15350,... ..W..... ................. ............. ..... ..... .. ..... ..... .... ...... ...... ... .. m �2 z. .e .. 3 •�, • 4 .,� Transformer-less,Ungrounded....... ....................................................... Yes ................. .................._.............. ........... .......... .... .......................................... S00 ........................................... ...Vdc... .m... ........ ... .... .. .. ........................0V Vd ....................................... ............. ............ .............. ........ "� -0. • aT' ," `.:;. Nom DC In put.Volt V/ V Vdc k .., P Volta. 16.5@208V 33@208V �d7iae r . .v7 ' '-ram;•`.> �, a�C,.zraa."�•.. ' k :x ':^ a , e Max.Input Cur...... 9.5 13 18 23 34.5 Adc ... ............ ............... ... .............. ............... ..15,5 240y..1....... ... ... ......... ......L,30;5 240V I .............. .... ... ........ .. �.. - .�:. U.. t c z -.��,�.. +� _•': Max.Input Short Circuit Current ..... ................................................ 45..................................................... .Adc.... .�-4, Reverse Polarity Protection .... ...........................................: ..Yes .................................................. ........ .................................. .. .. .. ..... .... .... ....... .-v.•-�a ...a~.,..wr'-sc;•z.t Ground-Fault Isolation Detection 600kp Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 ....................... .... ........ ............ ........... ............. .... ... ............ ........... �` ,$'' $4 A" ;x .... ...97.5 @ 208V. .... ...97 @ 208V... �s ,�y . •�' CEC Weighted Efficiency 97.5 98 I 97.5 I 97.5 97.5 % .. -._. ._, 2 '�''"+ .•. '.. ' ,. . "` .. .. I 98,@ 240y 97.5 zaov {{{ .. ... r '"r, ''x,+' aaws "�x .x Y, ✓ j .Nighttime Power Consumption...... ...... .... .................. <2.5 .................. .............. ........<4.............. ...W. ADDITIONAL FEATURES ��. "'' Supported Communication Interfaces. ............................ ..RS485,RS232,Ethernet,.ZigBee(optional).,...,.......,,...._,.,......,,...... ......... - i'.. ry • .... ...... .... ..... ...... ...... .....I. ......... .. .... ......... Revenue Grade Data,ANSI C12.1 OptionaIm .. .'i',. ,`: ,rixaa x�;. r _; mot.* .:,,2:.x "•3 ,_ .: ........................................ .................. ..... ...... ... .... ............ ...................... ..... ................... ......... Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installedl41 'STANDARD COMPLIANCE 5aSafety_... ......... ..._.. UL1741.UL16998,UL3998,CSA 22.2 ._............................ ..... ... ....... .............................. Grid Connection Standards.......... ............ .............................. IEEE3547 ............................................... ......... Emissions...... ........... FCC P art15 class B - a INSTALLATION SPECIFICATIONS z AW ; e a S AC output conduit size/AWG range... ...........................3/4..mmimum/.166AWG.,. .... ........ .... ..3/4".minimum/83AWG..... ......... r - 3 4"minimum 1 2 strings' � '' „„.,.. .. � r. �,,' '• � �.,, ,.�. DC input conduit size/it of strings/ / / g - . ,_,• �, .,n§�• ,;..• ww .: - ..� •�. `� •' 3/4"minimum/1-2 strings/16-6 AWG .AWG.rang?........................... ................................................................................ .... ...14 6 AWG .... .. .. Dimensions with Safety Switch 30.5 x 12.5 x 10.5./.. ..in/ .. - - 30.Sx 12.Sx7.2/775x315x184 e: . . "',.e--.�"• '�� '�'k:' "�' ., ..�HxWxD)....... ............... ........775 x 315 x,260........ min .. . R ' ...•: c Weight with Safety Switch........... 51.2/23.2........ 54.7/24.7 88 4/40 1 Ib/kg ..Natural.. _0 w. � •.'^ �� > ..4'.���' .convection t "- - Cooling Natural Convection and internal Fans(user replaceable) fan(user - - The best choice for SolarEdge enabled systems ........................................... ................................................................... .rel?las?.....able) ........ .5 .. ................................... Noise ..25 < 0 deA 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 availablel5l) -F/-C Superior efficiency(98%) Range................................... ........................................................................................ ............................................. Protection Rating ......................................................NEMA 3R....................... Small,lightweight and easy to install on provided bracket For other regional settings please mntact SolarEdge support. iu A higher current source may be used;the inverter will limit its input-rent to the values stated. . Built-In module-level monitoring - pl Revenue grade inverter P/N:SE-A-USODONNR2(for 760OW inverter.5E7600A-US002NNR2). (4)Rapid shutdown kit P/N:SE1000-RSD-Sl. Internet connection through Ethernet Or Wireless M-40version P/N:5ErowtA-US000NNU4(for 7600W Inverter.5E7600A-U5002NNU4). _ Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation I, Optional-revenue grade data,ANSI C12.1 sunsaE USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us 1 i