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HomeMy WebLinkAbout0050 MIZZENTOP LANE b3 - u r'�.;. f'® .. o �,� v , , .; ,, . �. u _ _ .. �.. .. ;. a ,; .. ' i�i,;. a ;.. ..., r .4'�.. .. ]. :. � �. - � r � � _. o - _ L .. + �., _ - - . . ., � - � - o �. ,. ,. �. v .. �y .. ' ,. - ' ... «. � - ... { o .. y11 7 � _ � a .. i' � ., - .. � � ., .. � o . . _ .. ,. . . .. ' - . . ,, . Av .,, °. 1 .. � ,. ,. a ., � G .. i .. _ ,. „ e it6L}i I � .. r. ., �. f' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o�`�tl1 Parcel Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address SZ) k-k 1?_7_ C_ �1 Village Owner W c � Address ►O Telephone s��• 33. `���-J 1 tit 14- 6 110 7 Permit Request =L_in5iL,1l Sa�� cs� 1� C4o01\ce'tI" C,s sic, rt'be si V•, cm Kexij Square feet: 1 st floor: existing '— proposed _ 2nd floor: existing — proposed — Total newDa _ Zoning District Flood Plain Groundwater Overlay Project Valuation __M h , 0bb Construction Type �3 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure SD yrS• Historic House: ❑Yes 21-No On Old King's Highway: ❑Yes ®•No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other A(AE 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 FloorLLRoom Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other &bf- =3 - Un ..e �(' Central Air: ❑Yes ❑ No Fireplaces: Existing WA-New Existing p g g wood/coal stove:=Gl Yes ❑ No Detached garage: ❑ existing ❑ new size-4pool: ❑ existing ❑ new size��Barn: ,0 existing ❑new siz Attached garage: ❑ existing ❑ new sizhed: ❑ existing ❑ new size Other; - Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑-Yes &No - If yes, site plan review# Current Use ��4�Crr�V��"1 �-1 Proposed Use a-h APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �S )tenCL Telephone Number 5Dg• 31�- ��� Address _��� (7 K-a_ WeS�e M 96t,& License # L-0* 1 9 C,(oA �1e 0-"b Home Improvement Contractor# Email r'r t e-r f5d &,\ Clm11 Worker's Compensation # ALL CO TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Q Ca�cG` eS SIGNATURE \ DATE Jah c ( i c)0!JS FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: t FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �a DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envoo,pe ID:1B97Er77-EC97-4AF0-94F0-1AB86E474B48 SOlarClty. Power Purchase-Agreement Amendment } Congratulations! Your system design is complete and you are on your way to clean,more affordable energy.Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: , • We estimate that your System's first year annual production will be 4,023 kWh and we estimate that your average first year monthly payments will be$41.91.Over the next 20 years we estimate that your System will produce 76,756 kWh.We also confirm that your electricity rate will be$0.1250 per kWh,(i.e.electricity rate$0.1250 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.90%per year. Your Details Exactly as it appears on your utility bill Customer Name&Address Customer Name Service Address Michele Phaneuf 50 Mizzentop Ln 50 Mizzentop Ln Centervil, MA 02632 Barnstable,MA 02632 By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. DocuSigned by: usto� me:Michele Phaneuf SolarCity ` 5/27/2015 SOLARCITY APPROVED SFAAA(:7S1��fiA4dfi Signature Date Signature: LYNDON RIVE.,CEO _ Customer's Name: (PPA)Power Purchase Agreement Solace Signature Date Date: 5120/2015 i 3055 CLEARVIEW.WAY, SAN.MATEO,:CA 94402, 888.SOL.CITY 1888.765.2489 ( SOLARCITY.COM MA HIC 1685721EL-1136MR �■ 788124 A, a TjU 1 OWNER AUTHORIZATION JobM: 7/3— Owl11°I�--OC1 Location: 3 . as Owner of the subject property hereby authorize SolarCity Corp-HIC 168572/ MA Lic 1136 MR to act-on my, behalf, in all matters relative to work authorized by this building permit application and signed contract. Signatur of Owner: Date: 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY F(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSL8 888104,CO EC 8041,CT HIC 0632778.DC HIC 71101486,DC HIS 71101488;HI Cr-29770. MA NIC 168572,MD MHIC 12894K NJ I3VR08160600,NY VM24624-HI I.OR CCS 180498,PA 077343.T%TDLR 270%.WA SOtARC•91901 u4... ��r`4�! l.!-•'C�'fJ�a'7���"��!'t�l'?�'illl ��'�t..+��(=�tt!:/�ff'IC�l�trTif�I• Office ei'Consumer Affairs and Business Regulation , F.10 Park Plaza- Suite 5170 .,. Boston, Massachusetts 02110 [tome Improvement Contractor Registration = Registration: 168572 Type: Supplement Card Expiration: 3/8/2017. SOLAR CITY CORPORATION CRAIG ELLS 3055 CLEARVIEW WAY SAN MATEO, CA 94402 Update Address.and return card:;Nlitrk reason for change. t f Address, Renewal Employment Last Gard i+i'Mfid ,� 1.+�r+il, ri�if rl• ! .. .. , w �iFv f�e.n'a+ri.raw�°y//f. 1�. llezMasf! • • i ' '} Wee of Camumer Affsin&Ruiinest ke pladcut License or registration valid for individul use only V i before theexpiration date. If found return to: ` HOME IMPROVEMENT CONTRACTOR + Office of CoasumerAffairs and Nusinm Resolution # Registration: 168572 Type: 10 Park 1'laaa-Suite 5170 Expiration: 3IW2017 Supplement Card Boston,NIA 02116 SOLAR CITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 20Ni AAALBOROUGH.MA 01752 " Undersecretary Not valid withuut signature, {{''�� "i1371tlNr'tjijltrlln •1i4i7 i•';�r��- A':�ex'+� ���E'ir -. �./" 3f+, ii(: s i3�F�rthtlil±fit t]a�s,i:���rW "�t5!`rijti ?41a� CS-107663 f • CRAIG ELLS; 206 BAKER STREF'f Keene.NH 03431 • _ 471 &Xe Office of Consumer'Affairs nd Business Regulation o> 10 Park Plaza- Suite 5170 . y. -Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration: 168572 i Type: Supplement Card ` - Expiration: 3/8/2017 a SOLAR CITY CORPORATION ' �� CHERYL GRUENSTERN `; 24 ST MARTIN STREET BLD 2UNIT-11 -- MARLBOROUGH, MA 01752 r.; i 1¢• 4 Update Address and return card Mark reason for change. scn j t,-zone osm. L Address i Renewal Employment F-1 Lost Card ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only !` before the ex iration.date. If found return to: i WE IMPROVEMENT CONTRACTOR p Office of Consumer Affairs and Business Regulation Registration:. 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8%2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION' CHERYL GRUENSTERNIr 3055 CLEARVIEW WAY• - . j A Ox SAN MATED,CA 94402 Undersecretary 4ot valid without signature F i The Commonwealth of Massachusetts ` Depadment of IndusWd Accidents l CongressStree4 Suite 100 Boston,MA 02114.2017, www mass gov/d1a Workers'Compensation laslusnce Affidavit:$aBders/Contmeters/Eiectridmnslp umbers. TO BE pMLED WITH THE PROM- NG AUTHORM. ,Alzniicast InformaEia4 Plea se Print Legibly ..,.. Name(BusinmdOrganirBtiou4ndividual):- SolarCity Corporation Address: 3055 ClearvleW Way City/State/Zip: San Mateo,CA 94402 Phone ff: 888465-2489 Are you on employes?cheek the appropriate hone Y Type of project(required).1.®t rm a rnnplayar with 9000 ploYea(full and/or past Iimq).' 7. New construction 2(][am o tole prWdetoror panneaship and have no*Vlayees working for me in $, Remodeling any capacity.(No wotken'comp.insurance required.] 3.❑t am a homeowner doing all work mysdr.IN.,worken'comp.insurance requucd.] 9' D Demolition 4.❑t am a homeowner and wi,l be 10[�Buildingaddition t ttitlag contractors to conduct a1!stork on any ptaperty. will ensure that all eortitacton either have workers'compensation inantrance or are sole l I.C]Electrical repairs or additions proprietors with no employers. 12.❑Plumbing repairs or additions s.J t am a general mat=ior and I have hired the sutrcontracters listed on the amelted sher� Theca sub-contractors have cnq flees and have workm'romp.iMuranml 13.[(Rt,of r"Itsi 6. We area rulion and its affrcers have mmited their ri of cx 14.❑R Other solar panel's ❑ � ght rtnption per MGL c. _ 152,f1(4),and we bavo no employers.[No tvorkcra'comp.insurance required.] •Any applicant Ihm chocks hmx Nl oast also rill out the section below showing their cm,�mpctsntion policy inforinatior t Hotumwnm who subtuh this affidavit faslic:atitrg flay are doing A work rout than hire outside contractors trust submit a new affidavit Mcatina such. ►Contractors that check this box trust attached on additional sheet showing We name orthe sub-contractors and state whether or not those entities have employeos. If the sub-contractors have employees,they must provide their workers'comp.policy number. .lain an employer that is providing workers'eompensadon insarance for my ernpfayees. Below is the polley and Job wife inforetatfan. Insurance Company Name:_Liberty Mutual Insurance Company Policy/t or Self itur.I1c.A WA766DO66265024 Expiration Date: 9/01/2015 J6 Site Adaresc: 50 Mizzentop Lane i A� Centerville,MA 02632 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 15Z f 25A is a criminal violation punishable by a fine up to$1,500,D0 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a , day against the violator.A copy of this statement may be f'otwarded to the Office of Investigations ofthe DIA for insurance Coverage verification. I do hereby cadfy nn4soror trim routs and offnald"of perjuusy'tthhat 11w information pravUed above is true and correct Signature: -.4 �� "� G -' Date June 1,2015 - P 781-816-7489 O idd use onlst Do not wife in this area,to be completed by city or town ofJfciaL City or Town: Pun mit/i,icensc/! Inning Authority(circle one): I.Board of Health 2,Building Department 3,Cityfrow»Clerk 4.Electrical Inspector S.Plumbing Inspector b:Oilier Coatnct Person: Phone#• Ac"o� CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE 13 WUED AS A MATTER OF WFOWATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFWATE HOLDER.THIS CEIMRIGATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXMD OR ALTER THE OVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING BISURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERMCATE HOLDER. IMPORTANT: If the eertdit&AaMer Is an ADDITIONAL INSURED,the potlay(les)must be abndotsed If SUBROGATION IS WAIVED,subject to the llem and conditions oP the palky,cortaln poliotaa nay require an andomement. A otatamard on We eeracate dome not confer rights to the aartifiCallie Adder In lieu of such @). MARSH RAC B INSURANCE SERVICES PNDNE 346 CALIFOANIA STREET;SUITE I= lot, CALIWRPIIA LI(:l3�iSE N0.0431153 �� BAN FRANCISCO,CA 94104 N.EiD�AFFOR IGMEN= NAICA 896 I�STNDGAYVtIE-1415 tetSultElta:LJl*MalualFb9bmwanmCwWy 11E88 INSU bh mm9m100 Noma:UbEliyfi5Uf8710B COFp018fgD 6alaRylyrCelpora8ml INSURERC.NIA WA 30M Cla rAw Way a+SURFR o Sae M2t6D,CA 9440Y INSBRER E: M _ - - COVERAGES CERTIFICATE NUMBER. SEA40244028M REVISION NUMBERA THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCLAIENT WITH RESPECT TO IAHCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCiL"S.LJMnS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R LICYEXP TYPE OF INSURANCE POLICY haixsm hefF D A GBaERAL UAMUTY TB2 B6B1 62fi5OtA �0901014 09A1PZ)15 EACH occummml: s IMAM X CppL LIERAL LIABRIfY p S �' 10D000 Esc m ce cmms-wm 1 OCCUR PERSONAL a AUV lMURY s 1,000.000 0E3'F AGGREGATE I 2 GI�PLAC,Git[GraELBAITAVP1Ih PER P7tODUGT6-X IOPAGG i X POLICY X LOC pEtillCi _ 25,E0 A aUTOMOeRJ=LIABILhTY 664066444 09101/20)4 09A1Y1l145IW0_LIaR )C ANYA.UtO BOOILYe�afRYlfNrpasoti > A OVUIffi AUTOS YNED SOIXY AVrOS INAMYiPeramwed) i AUT09 _ . X Gymw HIREDAUTOG X AAU OS P�t0.PERTY s x mpg.ow-p rarcoMP/L'pLt DHk i $i 000/;1000 UKERE"LAB OCCUR EAGNamumv�= EX SB LIAR HCtAMCWADE - AC�iaREGATE 9... , & 11fORKERS ODLTPElI$aT10N ! 1 TonySTATLLLFAM OTH- B ANY PROPRIffTDRIP EARTH tttE%EctmvE YEN LNC7-061.O=Zb-034(Wl} 09l011l014 0910V�015 EL EACH ACCIDENT ER B 0 MIA �FFI( E> IIDs'D7 WCPDUCTIBLE:MOW EL EKSEASE-EA EWLCPM I 1A000pD N es,desorme�rwar .. - . � - RPTWN OF I> . EL DISEASE-PCIIICY Lww I 1,0IX3,0� DESCRP7h0N OF OPERATIONS I LACATWM I V99CLES IAftO ACO W A11,Aawuwnh Remy SMeftio,N m M Hum is mgUbodi LvlCem d hmueeod CERTIFICATE HOLDER CANCELLATION CO�e 8HD=ANY OF THE ABOVE DEWR�PO RCS W GANGJ 3U�L1ealvilhrYVay TFE EX RATION DATE THEREOF, NOTICE VAL, BE DELIVERED IN SmMMft CA 94d02 ACCORDANCE WITH TILE POLICY PROWKM mmoRf m REPREMATATRrH ` a LAarNL Risk B lttearartea sarrha ' LTIarw marmawa 019W2010 ACORD CORPORATION.'All t'l"reserftd. . ACORD 26(20101M The ACORD nam and k9a are reglstemd marks of ACORD `\ Version#46.2 SolarCity. May 16, 2015 Project/Job #0261190 RE: CERTIFICATION LETTER r Project: Phaneuf Residence 50 Mizzentop Ln Barnstable, MA 02632 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was.based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005,NDS. - Risk Category = II -Wind Speed = 110 mph, Exposure Category C ' -Ground Snow Load = 30 psf - MP1: Roof DL= 7.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14:1 psf(PV Areas) - MP2: Roof DL= 7.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 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 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. a A" i a JASON Wil IAI TOMAN Jason W.Toman, P.E. STRUCTURAL . Professional Engineer No 51554 T: 480 553-8115 x58115 .Q email; jtoman@solarcity.com ��.� Oi T � k' • \ R s Di on Toman Date:2 11:04:30-07'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY p(650)638-1029 solarcity.com AZ ROC 243771,CA CSLB 888104,CO EC 8041,CT HI0 0632778,OC HIC 71101486,DC HIS 71 i01488.HI CT-29770,MA HIC 16857Z MD MHIC 128948,NJ 13VH06160600, - OR CC8 180498,PA 077343,TX TOI,R'270M WA GCL;.SOLARC'91907,C,2010$p(4rChy,AN ri0ht5 r®Served, - . 05.16.2015 SolarCity. PV System Structural Version#46.2 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Phaneuf Residence AHJ: Barnstable Job Number: 0261190 Building Code: MA Res. Code, 8th Edition Customer Name: Phaneuf, Michele Based On: IRC 2009/IBC 2009 Address: 50 Mizzentop Ln ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02632 Upgrades Req'd? No Latitude/Longitude: 41.644629 -70.327982 Stamp Req'd? Yes SC Office:I Cape Cod PV Designer:I Faisal Mased Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category (SDQ = B < D 1 2-MILE VICINITY MAP 5. 4erring RiverAN A • • s • Ali - MassG' lS, Commonwealthof - • USDA Farrr&rvice • • - 50 Mizzentop Ln, Barnstable, MA 02632 Latitude:41.644629, Longitude: -70.327982, Exposure Category:C STRUCTURE ANALYSIS - LOADING SUMMARY:AND'MEM'BER•CHECK MP1: Member Properties Summary MP1 Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties San 1 12.22 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal •Yes Roofing Material Comp Roof San 3 _A,':, 8.25 in.A2 Re-Roof No San 4 S. 7.56 in.A3 Plywood Sheathing Yes San 5 ° _ #4 k•i .U.. ' 20.80 in.A4 Board Sheathing None Total S an 12.96 ft TL Defi'n Limit 120 Vaulted Ceiling No " PV.I Start ` ., 6.33 ft .Wood Species- ° SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.17 ft Wood Grade #2 Rafter Sloe 300 ;PV,2`Start 875 si' .. Rafter Spacing 16"O.C. PV 2 End R, 135 psi Top Lat Bracing Full PV,3 Start,-, E °' 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.15 8.7 psf 8.7 psf PV Dead Load PV-DL 3.0'psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf. Live/Snow Load LL SLl Z -.30.Qipsf, z x 0.7 I x 0.47 - `-21A'psf k = 14.1 psf Total Load(Governing LC TL 1 29.7 psf 26.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2..pf.=0.7(Cj(Ct)(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 0.52 1 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 40 psi 0.7 ft. 155 psi 0.26 D+S Bending + Stress 1083 psi 6:7,ft. , .Y 1504 psi 1'0.72 'e' D+S Bending - Stress -23 psi 0.7 ft. -781 psi 0.03 D+S Total Load Deflection `. •. 0.84 in. 202 _21.4Vin.: 120 1 .MNS9 iw.,`r�D.+S CCALCULATION OF'DESIGN 1NIND LOADS-MP1' - Mounting Plane Information R Roofing Material Comp Roof PV System Type _ _ SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount Tvpe C Roof Slope 300 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purim S acing _, •` .;< X_-X_Purlins_Only7 NA p -- Tile Reveal Tile Roofs Only NA Tile.Attachm1­1ent System- Tile Roofs Only �' NA •w Standin Seam ra SpacingSM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Des.ign_,Metho_d _ ' *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 h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor , " 7- ��$ a . Krt u 5„ • 1.00 ' Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor7M, U `" I :,.,.: 1.0 .. Table 6-1 x� Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC „ -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure P p=qh(GC) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF.SPACINGS " TM i X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Ca_ntile a '_ Landscape 24" NA_ Standoff Configuration Landscape Staggered Max Standoff Tributary Area - Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net,Wind Uplift at Standoffff___- ___ T_actual _ -386 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity: 77.3% X-Direction Y-Direction Marx Allowable Standoff Spacing Portrait 48" 66' Max Allowable.Cantilever Portrait '- m °t 17 _ .-__ .NA Standoff Confi uration Portrait Staggered Max_Standoff TribuWry'A_rea w ��`-_ -Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net-Wind Uplift at Standoff ' Tactual -483 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci - DCR 96.6% STRUCTURE ANALYSIS -LOADING SUMMARTAND MEMBER CHECK- MP2 , Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.501, Roof System Pro erties Span I" " ' '"`12.22'ftw'' ` ```"Actual D=' 9 5.5V', Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material . Comp Roof San 3`"' A' w, 8.25 in.^2 Re-Roof No San 4 SX 7.56 in.A3 PI wood Sheathing ' Yes °S an 5 4._I :20.80 in.^4 Board Sheathing None Total Span 12.96 ft TL Defl'n Limit 120 Vaulted Ceiling No g r PV 1 Start w. , .,. : N ti.50 ft Wood Species`' SPF' Ceiling Finish 1/2"Gypsum Board PV 1 End 9.50 ft Wood Grade #2 Rafter Sloe 300 . PV 2 Start:.- .. Fb,.:, . ,. "875 psi, r Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Startv* ,xE xJ& 1400000 psi, Bot Lat Bracing At Supports PV 3 End Em;,, 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Ad•ust Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.15 8.7 psf 8.7 psf PV Dead Load PV-DL U = 3,0' sf-* .# x�1.15 .,. . 3, ;. 3.5 psf. Roof Live Load RLL 20.0 psf x 0.85 17.0 psf five/Snow Load LL SLl Z- y. 30.0 psf a.` . :x 0.7";�1 Wx 0.47 ' '_' "''21'.0.'psf" 14.1 psf Total Load(Governing LC TL 1 29.7 psf 1 26.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2.,pf=0.7(Ce)(Ct)(Is)pg; Ce=0.91 Ct=1.1,Is=1.0 ' Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.52 1 1.3 1.15 " Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 40 psi 0.7 ft. 155 psi 0.26 D+S Bending + Stress 1108 psi 1-6 8 ft, .' „ •. m; 11504' sii � 1, s,.. 0 741,0 r. D+S Bending - Stress -23 psi 0:7 ft. -781 psi 0.03 D+S Total Load Deflection 0.86 in ' 197 "--6.8 ft.` 11.41 in.' 120 w, *:-,. 4.61 - , D+.S_ f u• CALCULATION OF:DESIGN WIND—LOADS- MP2 Mountin Plane Information Roofing Material Comp Roof PV System TYpe �_x 4 _ m "�SolarCity�SleekMountT_ v _ -— — _— — _ _ M of Spanning Vents No� Standoff Attachment Hardware Comp Mount Tvpe C r Roof Slope 300 Rafter Spacing. - Framing Type Direction Y-Y Rafters Purlin S acm > ,. . X-X Purlins Onl k .a M . : �s.n „ NA _._ _p 9 �_��._— Y_ Tile Reveal Tile Roofs Only NA Tile Attac_hment`Sys_tem� � Nile Roofs Only N. _ Standing SearnfTrap Spacing SM Seam Only NA � Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design Method _ A _. _Partially/Fully`Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 --p--- Ex osure Cagry te o C W. Section 6.5.6.3 — o Roof Style Gable Roof Fig 6-11B/C/D-14A/B Mean Roof Height, ,y h 25 ft. .. Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor = K . .z. a :, , 1.00. -;. =r.. _ _ _ Section_6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor- , x " , "I " . r 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I)24.9sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure`Coefficient Down ." _• r GC wn w 0.87 Fig:6-11B/C/D-14A/B Design Wind Pressure p= qh (GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down P 21.8 psf I ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever. . "�Landsca _..__ ._____._-.---._..__ d______`p-- NA Standoff Configuration Landscape Staggered Ma_x Sta_nd_off Tributary°Area __� ` " " Trib' :' � . .�_. 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wi_nd,-Vpliftiat Standoff' M "Taactual 3861bs Uplift Capacity of Standoff T-allow 500 Ibs Stand Demand/Capacity DCR 4 - , 77.3% X-Direction Y-Direction Max Allowable Standoff Spacing,____,_ Portrait 48" 66" Max Allowable CantileveC ' -' Portrait° 7 } " 17 _- Standoff Configuration Portrait Staggered Max Standoff Tributa_ Area 22 sf PV Assembly Dead Load W-PV 3.0_p_sf Net Wmd Uplift_at_Stando_ff' IT actual_,_ s- „ ...; ,a. 483 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci `DCR 96.6% ti TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-a :7 Parcel � � ��.,, , t _ Permit# 7 7 l ,. Health Divisior��//'/x/-6 Z/ T,r9I-E Date Issued 1� c Conservation Division i1 Z 0tA " r -✓a � Application Fee 6Y22 14 Tax Collector *Permit Fee Treasurer Planning Dept. SEPTIC SYSTEM MUST BE WSTA LE®IN COMPLIANCE Date Definitive Plan Approved by Planning Board V=TITLE 6 SRO E�9TAL CODE Am10 Historic-OKH Preservation/Hyannis �' FtEt►3., �g0 Project Street Address 0 .1 Z Z er., +a12jktz� te Village Owner Gacsi E y F Address 50 M i Z Z01IOP Ln Telephone S"fJ�_ �f 8- �i'-7 Z I ( C£II'� S-og- `%98- s S 30A Permit Request a t2A- 6 &A coo n &eo Ix As- 15'®Av7- 110 c f! Square feet: 1 st floor: existing o� CY0 S. proposed 2nd floor: existing proposed Total new Zoning District_ Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 7.5290 S. F Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family k( Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 x CS Historic House: ❑Yes lfNo On Old King's Highway: ❑Yes 916 Basement Type: ❑Full ❑Crawl ❑Walkout iOther QCA:�ZOLJ- C-dis— Basement Finished Area(sq.ft.) `" '" Basement Unfinished Area(sq.ft) i Z 0 S:F Number of Baths: Full: existing new Half: existing new ''*!Ikumber of Bedrooms: existing_ new Total Room Count(not including baths): existing new / First Floor Room Count Heat Type and Fuel (21(GaS ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 4No Fireplaces: Existing _� New Existing wood/coal stove: ❑Yes YNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed: dexisting ❑new size /d X I00ther: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# ` Current Use Proposed Use BUILDER INFORMATION Name_ GaE �4 ?hGkO E v Telephone Number Address 10 12 `( I zE h 4o-P Lh License# / i 5P6r4 /Act Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO i&qrnS44b1t TrQP)Sf'r SkW;0,n 01 SIGNATURE DATE 11 Z2 7ZO 3 i q FOR OFFICIAL USE ONLY PekMIT NO. 1 ` DATE ISSUED ; MAP/PARCEL NO. ADDRESS. VILLAGE 4 OWNER t I DATE OF INSPECTION: N ''�,! yg S 6 1 -7/0 10 FOUNDATION ,Q o,� ®k /9 OOIL,, , 1 ,n FRAME /�!I's�t O K . INSULATION - i FIREPLACE i ELECTRICAL: ROUGH FINAL • 4 PLUMBING: ROUGH FINAL ! GAS: ROUGH FINAL FINAL BUILDING • "DATE CLOSED OUT' ASSOCIATION PLAN NO. �, The Commonwealth of Massachusetts " Department of Industrial Accidents Office offoyest/gavoffs _ 600 Washington Street Boston,Mass: 02111 , Workiaiiii ��;tion Ins %%%%%%%% %�%%%///%% name (StL r 4 (P)L\0 t1 £ U location- <O m it �7 Z �A :tl� city S PO r T- M Gl phone# S4 X g IF '9 7 Z I I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one workii in ca acity I am an em I nravidin workers' compensation for mp emJloyees working•on this job. .r ,,�..,.},)]:4 ♦;:4Yr«>.Yrir;,.><: .... ................ .....ri...........:..::n•:n:::••:.:r:.�::.::?.,:.):.:F:+r]x{.:}}}Y•t4}r}}:4:.:?:^,:?.}rr:ar..}:.rJ:.}rr.,. ,.....,,. :hrn.r.......... :. . +..».+.....:.....:.r...r.....rr::..{ ..........,:•::::n:•.rn•...................+:....:•:�:.,:t:•.:..............+.:..::•:•r:::n•}:::)�•:r•;....... .v.::{•.?.....,....r...v.r.n..:..f.+. ..: ....r?::::r.r?:................... ... .. ..... ....:•.::::•:•::::.. .... h{•.+..+. +.:v]f}•::.;v:.:•.:;:n;...:. .t.......r.L. r...:.... r .....:.:...-. r.........:. ....... .....,...... .....................,...:..:...:.:,.:::•.... .........::^•.ti:•Jx+;•i:$<,:•:::;}x:,<?•:;.}:•r}:•.;?:tif•}r:•}:;•7;::•}•:•:++ +•}.{..:::•.k:•.,•:.•:+•�:+:•}:.}:•:;?.;.} yr},•:,n.n.,, ..:},h.. v:f..:.v:v:.. :f$k$:•vw,•:.n?....\.. r:: .::+n:vn.w..n..:w:.vnv,.};..;....x:-'n{n:{4.v?v::.•-v,.;,;•.,v••v ../.nvrw}v4:t?{+fi:+-::h}$:•^...v...-r.v.':.viw...;r.{.,.4:.'f.�:.wX....n :•.:•.--... .v.. ....... ; ...h ..-.. rt.:t. .4.:{{rrv}:•+}'}Yf?::.Yi}:{{•ii. ?4i:v• p�;^:{W7]:{4: n...n.r.....v.:...w•.v.f.,•.:. 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'+.^::,.•:+:.•ff<::rty.nt....}}.... .hrz:, :-Ni]:<'• .•'.^•.{'.?; . .,$.,v•t• :/n x.n....v.• r.....;. ,v{$:::•Oh:;trr;:r,•, n; .. :rS:•i ���' 11]111EnCg:Cb..,•:::..•..�'rar)�,•::,;•}},;•}r:!q{.'{.•hw.:::�$::......:. .. t:..3..}r:}:Y.{;•:;ti•x]:::»::r?:{{.?{.;{.} / Fai>m a to secure coverage as regnir ed under Section 25A of MGL 152 can lead to the ianposition of crhninai penaltta o[a fine np to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 it day against and I understand that a copy of this statement may be forwarded to the Oice of Investigations of the DIA for coverage verification. I do hereby certify th penalties of perjury that the information provided above is trw.and correct Signature Date l r Z ./ G-3 - Print name !�+� �'l .J Phone# official we only do not write in this area to be completed by city or town offldal city or town: per # ❑Building Department ❑Licensing Board 0 checkif inurtediate response is required ❑Selectmen's Office ❑Health Department contaciperson: phone#; _ OOther, (}evi�ad 9/9S PJIq v Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. { Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,'address and phone numbers along with a certificate-of insurance as all affidavits may be cidents for confirmation of insurance coverage. Also be sure to sign and submitted to the Department of Industrial Ac �z date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the`law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please " be used as a reference number. The affidavits may be returned to be sure to fill in the p ermitllicense number which will the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0111ce of investigations 600'Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 . °FZHEty Town of Barnstable Regulatory Services snxxsTaer.E II Thomas F.Geller,Director 9�A0 9. ���� Building Division rfD MP't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date • AFFIDAVIT HOME IlVIPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost I Zj GO O t Address of Work: SO M zZ-Cti 2 Lit if Owner's Name: VIG1✓� J r Date of Application: l— Z " 6 L/ j �. I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ` []Job Under$1,000 []Building not owner-occupied ®Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME EVIPROVEMENT WORK DO NOT HAVE } ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY ;I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR ` , Dat' Owners Name � . RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE -Vlqew Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq. foot= l3 d 7/ x.0031=7 �� plus from below(if applicable) ? ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 r >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq. foot= x.0031= STAND ALONE PERMITS Open Porch l x$30.00= zo (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost 7%a CMR Appasdh 1 Tible d3-2.1b(continued) exud with Fossil Fuels pI- alptrve I?iakagd far ace smd Two4mully Residential Ecildiags H - MINTMirM •Hcating/Coaling MAxtMuM Will Floor 13iseraen1 � gquipmctt I:lficieac}" C}Iari. nif Glaring ceiling Arss�VI-) U-valued R-vilcua R.vslue� R-Yale° RW� i &vslue7 Y g° 3101 to 6500 Hosting Dcgrte Da7s' Normal 6 '/. 0.40 38 13 19 10 6 Normal 12 rXkA 12% 0.57 30 191910 ES A�1E 12'/. 0.50 33 13 19 10 NIANormal 15Y, 0.36 3I 13 ZS NIA 10 6NomsslIS/. 0.46 38 19 19 --- IS AI M 13 25 NIA iS AFC)E 0.44 3E19 10 15Y. O.SZ 30 19 NIA Normal 13 25 NIAlay. 0.3Z 3I N/ANormal0.4238 19 ?S NlA 90AFUE 0.4Z D I 13 19 90 AI'(T)r 18/. 19 19 f0 1aY. 0so 30 06 1. ADDRESS OF PROPERTY: .�/�Gr�� ► s �as � M G ' 2. SQUARE FOOTAGE OF ALL EXTERIOR WALL5: 3. SQUARE FOOTAGE OF ALL GLAZING: 1 S 4, °/a GLAZING AREA(#3 DIVIDED BY 02): 1115 g, SELECT PACKAGE(Q-- AA-see chart above): NOTE: OTPER MORE INVOLVEDMETHODS OF DETERMINING ENERGY PEQLTMMENTS ARE AVAILABLE, ASK US FOR THIS FORMATION. BUIDING INSPECTOR APPROVAL: N0: YES: q4orms-080303a ` 780 CMR Appendix 1 Footnotes to Table J�.2.1b: ass doors, skylights, and a area is the ratio of the area of the glazing assemblies (Sncl ding sliding-glass Glazin at opaque doors to the gross wall g , basement windows if located in walls that enclose conditioned space,but xclmay a 1%.of the total ilazing-area u excluded from area, expressed as a pe centage. U5a be xcluded fr m a building esign with 300 fl f glazing area. uirement. For example,3 ft�of de rative g y = After January 1, 1999, \ventflated. U-values must be tested and docume ed by the manufacturer in accordance with the National Fenestratio Council (NFRC) test procedure, or taken from Table 71.5.3a. U values are for whole units: center-of--gllues cannot be used. ' The ceiling•R-values ds me a raised or oversized Truss c nstruction. If the insulation achieves the full insulation,thickness ovete ' r walls ed for tR-49Pression,insulati n Ceiling-30 uR-values represent the tum of cavity insulation and R-38 insulationay b bstltL insulation plus insulatinnot (if ed). For ventilated ceil' s, insulating sheathing must be placed between the conditioned space anntilated p•rtion of the roof. 4Wall R-values represenm.of the \I cavity insulation lus insulating sheathing(if used). Do not include exterior siding, structural sheathing, and inte or drywall.For a pie,an R 14 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity in ulation plus R insulating sheathing. Wall requirements apply to woad-frame or mass(concrete,masonry,lag)w constructio ,but do not apply to metal-frame construction. a The floor requirements apply to floors over unc ditioned s aces(such as unconditioned crawlspaces,basements, or garages)-Floors over outside air must meet the ce ing re ements. 4 The entire opaque portion of any individual baseme wall ith an average depth less than 50%bes doors ow grade must conditioned mae the same R-value requirement as above-grade a s. Windows and sliding glas basements must be included with the other glazing. B meat doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add add oval R-2 for heated slabs. If the building utilizes elgetric resistance heating use omplian approach 3;4, or 5. If you plan to install mare a piece of c ling equipment, the equipment with the lowest than one piece of heating equipment or more than o efficiency Inust meet or exceed the efficiency require y the selecte.. ackage. For Heating Degree Day requirements of the closes city or town sea ble 152.1a NOTES: areas and U-values are maximum accep ble levels. Insulation -values are minimum acceptable levels. a) Glazing R-value requirements are for insulation only and d not include structural co ponents. b) Opaque doors in the building envelope must h ve a U-value no greater th 0.35.Door U-values must be tested and documented by the manufacturer in accord ce withate U alue test p forth door noen available,edorU-value include the in Table 11.5.3b.If a door contains glass and an ggreg g glass area of the door with your windows and se the opaque door U-value to d ermine co mpliance of the door. One door may be excluded from this requireme t(i.e.,may have a U-value greater 0.35). c)If a ceiling,wall,floor,basement wall,slab- ge,or crawl space wall component in udi s two or more areas with levels the component cam lies if the area-weighted average R-val is greater than or equal to different insulation P the R value requirement for that component lazing or door components comply if the ea-weighted average U. value of all windows or doors is less tha n or a ual to the U-value requirement(0.35 for doo Town of Barnstable Regulatory Services • Thomas F.Geiler,Director seartsrnars. MASS, Building Division , QED Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 )ffice: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE:- �`• / 2 e oil JOB LOCATION:. J�o M', Z 2 4 y L� number street village �LOMEowNER: 01 C fi ;c�i ��C �ha�� �f Sob y78-9 7`�l Cm#S6�' v a g- 5- 3� name // home phone# work phone# CURRENT MAWNG ADDRESS: COO r ?h G h v 10 Ti'm 1"l f. S /ht I F0jd rAG G l 7 S7 cit5rhown state -zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns-aparcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures: 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 Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under*the building permit. (Section,109.1.1) The undersigned"homeowner"assumes responsibility for compliance with.the State Building Code and other applicable codes,bylaws,rules-and regulations. The undersigned"homeowner!certifies that he/she understands.the Town ofBarnstable Building Department.... minimum inspection rocedures and requirements and that he/she will comply with said procedures and require ts. Signs re o omeowaer Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or largerwill be required to comply with the State Building Code Section 127.0 Construction ControL _ HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." ' Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This huk of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. Q ry �i 99 qs, LOT 44 A , ^ _/ AREA 7.50Qt Sir 1.5 STORY W.F, aP Cb qr �o SHED t4 O a• MAP 247 PARCEL 61 !:-=CERTIFY THAT THE DWELLING SHOWN HEREON MORTGAGE PLOT PLAN WAS LOCATED ON THE GROUND AS SHOWN. IT DOES HYANNISPORT, MASS. NOT CONFORM TO ZONING SETBACK REQUIREMENTS LOT 44, P.B. 103 P.G. 127 OF BARNSTABLE AT THE TIME OF C N. DATE DEC 23, 2002 SCALE: 1"=202 PARCEL 'S SHOWN 1N FLOOD Z0 `'`"° Ms90 CLIENT MIIfORD FIDERAL SAVINGS do LOAN ROBIN ti 246 MAIN STREET DRAWER F ON FIRM 250001 0 wA MIlFORD MA .17574906 J 597.—00 -DEC 23,.:2Q01 I SWEETSER ENGINEERING 235 GREAT WESTERN ROAD DATE PROFESSIONAL ORJ PO BOX 713 SOUTH D S,. MA 02660 fat. 568-396-m63 c. Ear_ ��'! D. , L:z-E NEW SMOKE DETECTOR REQUIREMENTS ARE,NOW LAW.EVEN THE ADDITION OF A ' — _ —— NEW BEDROOM WILL TRIGGER AN UPGRADE OF THE SMOKE DETECTORS FOR THE WHOLE HOUSE. YOU MUST APT PLAN.ACCORDINGLY AND HAVE YOUR ELECTRICIAN TAKE OUT THE APPROPRIATE PERMIT AT THE FIRE DEPARTMENT, 45 r lit s { WAc�h. . - iF • gEagc Uf.n� w/ vsh� bra Acc Sh*k \T -® b: 'FtOr z x tO A Z x to 4t_G jo�sKA- 1� C H vs r LcahL `�'�S S tyVEk ��it wJa2 7 X IQ A s.*d =3 B ce'ly z :hS�\actor 14 Earl ?vise N4�p.�.rS - _._.......... __.A__-�..__�.. I2 �r�na bf Fob-�n,�� To+at b TvbtT� - _ 12� ` I y .gooqt DE ofr\ F1 0 .V' IA�ol Ile c co i t d Assessors map and lot number .. ......1�.. ...........:. FSEPTIC SYSTEM MUST BE 4�pFTHETp�♦ :INSTALLED IN COMPLIANC � o� wa a Permit number g WITH 71TLE 5 B6SH9TADLE, i v House number .... ..S...D..;..: ..?v .... ENVIRONMENTAL CODE AIti. � M�a f ' TOWN REGULATIONS DMA 39-&.0e� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION'FOR PERMIT TO ...L4.�.. ................�...d.... ...... �.C.T..� tV........................................... TYPE OF CONSTRUCTION .........)r 6.d...k........�.�.;'.4.. ...........� ............19... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: • �p L / J J�J r !� �7 Location .... a....... 1., ., �J. ' .......L /� �.......... . .......f1 P �f d .........ffl%fI.....00" ProposedUse .....r!!A . T��/�......Ale.�.! �•...................................................... ... .....................:.. A Zoning District .........� .....................................Fire District y n 1� ao>z a k�� N L.��✓4 i�Nl� /yl<J3 .Name of Owner`1.�!l�i�:�..�.f�./l�Zf.k../.�.....J�✓!1�....�:........:d.Address$.:.......... .fir.......................... ,.�..�................:p.0 _ 3-0 /z ew7-0 Lip T �p� 1, oeZ6"7 Name of Builder .Q. /�i1 I 11 . 10'04ress ... .................... '/��/�h✓r7✓IT'd Nameof Architect ..................................................................Address ..........................:......................................................... Number of Rooms ......�. ...........................Foundation ........ ............ ............. Exterior ....................................................................................Roofing ........... . .... .. ............. ......................................... Floors .......................Interior ........... ............................................................... ................................... ... .. ........ .......... Heating Plumbing ............... ,1 ................ ..... ..............'L-��f Fireplace ..............................................Approximate. Cos .....��� ..60............................. � aQ � Definitive Plan Approved by Planning Board ---------------_---------------19________ . Area ....� .............. ..'.......... Diagram of Lot and Building with Dimensions Fee l 0f:.v. .. .. . ............ SUBJECT TO APPROVAL OF BOARD OF HEALTH Of bl, f 75 OCCUPANCY PERMITS REQUIR FOR OR NEW DWELLINA17 it 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 ..L. CjtiNINICANDRO, EDWARD J. & MARIE No ... ... Permit for ...Build...Addition ...... ...... . . ...... Sip.�.le Family DwelWag' ............. ............................................................. V Location .......50...Mi......z................................................zentop Lane W. t ......................... .....................c� ...... Owner Edward J. & Marie Sannicandro .................................................................. Frame "Type of Construction .......................................... . ................................................................................. Pl6tLot ........................ ....................... Permit Granted ........;April 21 19 86 Date of Inspection .................................19 Date Completed .......................................19 LC M M 46m 4 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. 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 L 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 t=T, _ . . (N) NEW RELIEF'AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL_ LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL` BE GROUNDED AT THE OC ON CENTER �.. ;, . : UL—LISTED LOCATION PROVIDED .BY THE - r µ . PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING Y' POI POINT OF INTERCONNECTION HARDWARE. - PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE - SCH SCHEDULE _ BONDED WITH EQUIPMENT GROUND CONDUCTORS. d a S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP -TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY - V VOLT Vmp`. VOLTAGE AT MAX POWER VICINITY MAP INDEX � x J . ' - Voc, VOLTAGE AT OPEN CIRCUIT - . V W . WATT _': . - • Y , , ' I PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT - `� - PV2 PROPERTY PLAN. - .. . PV3 . SITE PLAN - - PV4 STRUCTURAL" VIEWS LICENSE GENERAL NOTES , PV5 UPLIFT PV6 THREE LINEI CALCULATIONS - � NE DLAGRAM 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached; a ELEC 1136 MR OF THE-MA STATE BUILDING CODE. 4 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 (Commonwealth Electric) i. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6119 0 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\`!• CONTAINED SHALL NOT USED FOR THE PHANEUF, MICHELE PHANEUF RESIDENCE Faisal Mased �.°SolarCity. BENEFIT OF ANYONE EXCEPT SOLARgTY INC., MOUNTING SYSTEM:NOR �t NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 50 MIZZENTOP LN 4.94'KW PV ARRAY �� PART TO OTHERS OUTSIDE THE REgPIENT•S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02,632 THE SALE AND USE OF THE RESPECTIVE 19 Hanwha Q—Cells .PRO G4 SC 260 24 St.Martin.Drire Building 2,Unit 11 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN ( ) / - p Z" PAGE NAME: SHEET: REV DATE Marlborough,MA 01752 PERMISSION OF SOLARgTY INC. ���' SOU 73J-8923 PV 1 5 15 2015 r: ( so)636-1026 F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 ) . - COVER SHEET (8W)—Sol—CITY(765-2488) wnw.solarcity.com PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH:99 ARRAY AZIMUTH:99 l MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH:279 ARRAY AZIMUTH:279 MATERIAL:Comp Shingle STORY: 2 Stories STAMPED & SIGNED FOR STRUCTURAL ONLY 01dW ®� JAS014WIL [AM � T TaMAI -4 0 STRUCTURAL en No.51554 G S � J Di son Toman Date:2015.0 .16 11:05:01 -07'00' LEGEND Fe L[ (E) UTILITY METER & WARNING LABEL d INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS © DC DISCONNECT & WARNING LABELS O I � � I --/- AC AC © AC DISCONNECT & WARNING LABELS © DC JUNCTION/COMBINER BOX & LABELS inv G5 DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS (E) DRIVEWAY O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS 50 Mizzentop Ln CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE . Front Of House O HEAT PRODUCING VENTS ARE RED _! INTERIOR EQUIPMENT IS DASHED SITE PLAN W Scale: 1/8" = 1' Ln z 0 1' 8' 16' El wa� 3 CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6119 0 00 PREMISE OWNER: DESCRIPTION: DESIGN: — CONTAINED SHALL NOT BE USED FOR THE PHANEUF, MICHELE PHANEUF RESIDENCE Faisal Mased ; BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYST Comp EM: �'t$ , SolareCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 50 MIZZENTOP LN 4.94 KW PV ARRAY � � PART TO OTHERS OUTSIDE THE RECIPIENT'S P Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02632 24 St.Martin Drive,Building2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (19) HanWha Q-Cells #Q.PRO G4/SC 260 PAGE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 1: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. RIOT' 508 733-8923 PV 3 5 15 2015 (8n)-SOL-OTY(765-2489) ww.sdaraity.com SOLAREDGE SE5000A-USOOOSNR2 � ) SITE PLAN S1 S1 9'-6 12'-3" 70, -(E) LBW _. (E) LBW . SIDE VIEW OF MP1 NTS _<. SIDE VIEW OF MP 2 NTS B MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MPZ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64„ 24„ STAGGERED a.. 64° 24 STAGGERED V r LANDSCAPE PORTRAIT 48" '17" PORTRAIT 1 48" 17" „ ROOF AZI 99 PITCH 30 ROOF AZI 279 PITCH 30 y RAFTER 2x6 @ 16. OC, STORIES: 2 . RAFTER 2X6 @ 16 OC STORIES: 2 . ARRAY AZI 99 PITCH 30 y ARRAY AZI 279 PITCH 30 C.J. . 2x6 @16"OC Comp Shingle y C.J. 2x6 @16" OC Comp Shingle' PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER&FENDER WASHERS LOCATE RAFTER, MARK HOLE STAMPED.& SIGNED - ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT HOLE. ZEP:ARRAY SKIRT (6) FOR STRUCTURAL ONLY { (4) (2) SEAL PILOT HOLE WITH a ZEP COMP MOUNT C POLYURETHANE SEALANT. =ZEP FLASHING C 3 (3) INSERT FLASHING. If - (E) COMP. SHINGLE ' (1) (4) PLACE MOUNT. JASON WIL GAS (E) ROOF DECKING II (2) V (5) INSTALL LAG BOLT WITH - TOMAN 5/16' DIA STAINLESS (5) STRUCTURAL STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING F00T WITH WITH SEALING WASHER (g) S No.81554 L BOLT& WASHERS. (2-1/2"EMBED, MIN) (E) RAPIER S 1 STANDOFF . �� , Scale:1 1/2" 1' Digi son Toman Date:2015.05.16 11:04:54-07'00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFlDENDIAL- THE INFORMATION HEREIN ��NUMBER: JB-0261190 00. PHANEUF, MICHELE PHANEUF RESIDENCE CONTAINED SHALL NOT E USED FOR THE FaISQI MQSed `\I„ Oh��'� __Ng : y ,!. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0.at �f. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 50 MIZZENTOP LN 4.94 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (19) Hanwha Q—Cells #Q.PRO G4/SC 260 24 SL Martin Drive, Building Z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: //SOH 733—$923 PV 4 5 15 2015 T:.(650)638-1028 F: (650)638-1029 SOLAREDGE SE5000A.—USOOOSNR2 l ) STRUCTURAL VIEWS / / (m)—sm-aTY(765-24s9) r�.solarcit.com UPLIFT CALCULATIONS 4 . SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. - as i CON J B-0 2 6119 0 00 PREMISE OWNM DESCRIPTION: DESIGN: CONFIDENCONFIDENTIAL— THE INFORMATION HEREIN ,roe NUMBER:CONTAINED SHALL NOT BE USED FOR THE PHANEUF, MICHELE PHANEUF RESIDENCE Faisal Mased �SolarCrty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 50 MIZZENTOP LN 4.94 KW PV ARRAY 00 e PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: St.Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (19) Hanwha Q—Cells #Q.PRO G4/SC 260 FiEfREµ 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 SE5000A—us000SNR2 (508) 733-8923 UPLIFT CALCULATIONS PV 5 5/15/2015 (8m)-soL-aTY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number:G2020M81100 Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE ##SE5000A-USOOOSNR2 LABEL: A —(19)Hanwha Q-Cells �Q.PRO G4/SC 260 GEN.#168572, AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43980472 Tie-In: Supply Side Connection Inverter; 5000W, 240V, 97.5%; w Unifed Disco and ZB;RGM,AFCI PV Module; 260W 236.5W PTC, 40mm, Blk Frame, MC4, ZEP, 600V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46' INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER v, �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER _ Inverter 1 (E) WIRING CUTLER-HAMMER { 3 Disconnect 2 SOLAREDGE 10OA/2P A 30A SE5000A-USOOOSNR2 ,. L2 - N - EGC/(E) LOADS -- ---- - — --------- ----_--- ED-GGC*--------------- 1DC. GEC - - , -MP2: 1X1 EGC —_t—-------- -_----------------o EGC/GEC GEC 1 _ TO 120/240V i SINGLE PHASE i UTILITY SERVICE Y, s e e - - PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN w. Voc* = MAX VOC AT MIN TEMP OTT 2 ILSCO IPC 4 0- �" a (I)CUTLER HAMMER #DG222NR8 "' ' \, (19)SOLAREDGE 300-2NA4AZS l ( ) Insulation Piercing Connector, Main 4/0-4,-Top 6-14 ^ Disconnect; 60A, 24OVac,fusible, NEMA 3R AC_ P powerBox Optimizer, 300W, H4;'DC to DC, ZEP w DC S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE nd (1)AWG#6, Solid Bare Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)Ground Rod; 5/8" x 8'. Copper • GROUND PER 690.47 D NOTE: PER]EXCEPTION NO. ADDITIONAL (N) ARRAY P O. 2, ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATIOWOF (E)•ELECTRODE (1)AWG # # PP p P=15 . ADC THWN-2, Black 1 AWG 0, THWN-2, Block . 2 AWG 10, PV Wire, 600V, Blade Voc* =500 VDC Isc O 1 /6, THWN-2, Red O (1)AWG #10,THWN-2, Red _ O (1)AWG #6, Solid Bare Copper EGC Vm =350 VDC Im =13.93-ADC (])AWG 6, THWN-2, White NEUTRAL,Vmp =240 VAC Imp=21 AAC (])AWG 10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC (])Conduit Kit;;3/4;EMT. .... . . . .. . . . ... . .. . . . . . . . . . -(])AWG EGG,.Solid Bare.Copper, GEC,-. •-(])Conduit.Kit 3/4'.EMT. . . . _ , • , , , . . . .-(])AWG$8,.TI LWN-2,.;Green . . EGC/GEC-(1)Conduit;Kit;:3/4".EMT. .. - PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B—O 2 61 1 9 O 00 ��\!a CONTAINED SHALL NOT BE USED FOR THE PHANEUF, MICHELE PHANEUF RESIDENCE Faisal Mased �.,:Solarcity �. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: as NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C ` - 50 MIZZENTOP LN 4.94. KW PV ARRAY _ _ - - _ PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH d 24 St. Mprtln Drive,Building 2;Unit 11 THE SALE AND USE OF THE RESPECTIVE (19) Hanwha Q-Cells #Q.PRO G4/SC 260 PAGE NAME SHEET: REV: DATE_ - Marlborough,Drive, MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (508) 733-8923 THREE LINE 'DIAGRAM _ PV 6 5/15/2015 (888)-SOL-CITY(765-2489) www.solarcity.com r Label Location: Label Location: ., Label Location: - (C)(CB) � (AC)(POI) (DC) (INV) Per Code: _ _ Per Code: ��„ ;� �� x }° Per Code: NEC 690.31.G.3 ° . • • ° NEC 690.17.E e ° p �� NEC 690.35 F po 0 o po eo p o 0 0 O x � = Label Location: eo - p o 0 0x TO BE USED WHEN iyl •l • II II c ® ® D (DC) (INV) 010 p ( : ° ° p -o '� p p • p . INVERTER IS �� �fd p) � 'm�` UNGROUNDED Per Code: .. .; NEC 690.14.C.2 - Label Location: Label Location: =o (DC) (INV) �y Per Code: Per Code. _�r �� • p'ee e oNEC 690:17.4; NEC 690.54 4r� NEC 690.53 e Label Location: e x e' (DC)(INV) ,._ Per Code: NEC 690.5(C) Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: .o J (DC) (CB) Per Code: Label Location: NEC 690.17(4) \�'Jlln'J (D) (POI) • \:Ail. p ,` , - ol� :..- Per Code•. ,.. NEC 690.64.B.4 p v o p e Label Location: (POI) Per Code: Label Location: - - o NEC 690.64.6.7 Q Q © (AC)(POI) # n o o oo (AC):AC Disconnect © ® Per Code: °p (C): Conduit 4 NEC 690.14.C:2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection j. CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED MALL NOT BE USED FOR 7qQ%% 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- ' San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set ��••,►` T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION MATH THE SALE AND USE OF THE RESPECTIVE (888)-SOL-0TY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. s01ait ° �1 y4, Z t Z _ Next-Level PV Mounting Technology ^SOIt3fClty I ZepSolar Next-Level PV Mounting Technology � SOlafClty ZepSolaf 9 9Y Zep System Components e. for composition shingle roofs / " around Zep Inwdwk pWy sw'w-). - e - Zep Compatible PV Module • Zep Or— Roar Attwhmn t ���otnP4re�� Description jW PV mounting solution for composition shingle roofs _ WSW W Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules ` • Auto bonding UL-listed,hardware creates structual and electrical bond • _ Comp Mount Interlock LISTED Leveling Foot Part No:850-1345. Part No.850-1388 Part No.850-1397 c_ Listed to UL 2582,• Listed to"UL 2703 Listed to UL 2703 Om Specifications MountingBlock to UL 2703 Designed for pitched roofs • Installs in portrait and landscape orientations 11 ~ Zep System supports module wind uplift and snow load pressures.to 50 psf per UL 1703 "t Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24". • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, fisted UL 1565 ETL listed to UL 467 850-1467 zepsolar.twrn zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for - each product.The end-user documentation shipped with 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 Zap Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.cem. 12 22 14 ZS for Comp Shingle Cutsheet Rev02.pdf - Page: 1 of 2 - 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf - Page: 2 of 2 ; - solar=oo0$ I a r=qqSolarEdge Power Optimizer Module Add-On for North America .= P300 / P350 / P400 SolarEdge Power Optimizer O r P3W P350 P400 ' Module Add-On For North America (for 60 teR PV ,for 72 ceR PV (for 96 cell PV modules) modules) modules) - P300 / P350 / P400 . .; (INPUT $� '�'";' Rated Input DC Power�'� 300 350 400 W 1 V l Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60., .80. Vdc ............................. ..... ... .. .............. ..... ............. _ "` MPPT Operating Range 8 48 8 60 8 80 Vdc Maximum Short Grtuit Current...................................... ..... ..... .. ...........lO... ........... .... ... ....Adc.... ............................................................. Maximum DC Input Current ........... ..................................12.5................................. ....Adc.... <. ................... .... ...... ................................... ................ .......... ...... .................................. ........ .. .. Maximum Efficiency - 99.5 % ...ax!T..........ien. ................................................... ........ ... ., Weighted Efficiency .......... . ..... .98.8 ... ......... .. %.. ....... .. ..... ......... ...... ... ... ... ................................... ........... ............... ... .. .. Overvoltage CategoryII (OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) '• Maximum Output Current 15 Adc .. ............................ .... ... ............... .... ... .... ..... '^p, ...................................... . Maximum Output Voltage - 60 Vdc •- f 'OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) 1 Safety Output Voltage per Power Optimizer 1 Vdt 'STANDARD .. EMC FCC Part15 Class B IEC61000 6 2 IEC63000 6 3 J COMPLIANCE" ' .. .....................safety ....................... ... ....... .............. .... IEC62109 1(class II safety)UL1741 ......., c RoHS Yes . r�. ' INSTALLATION SPECIFICATIONS. •• - Maximum Allowed System Voltage 1000 Vdc ,. •i, Dime nsions x L x H)........ ..... .... .,.,.,...,,..,,.,141z212 z405/5.55z834 x.1.59....... .. ................. .................... .... ........................... .. _ . .. ,,: ,x, " Welght(including Cables)......................... 950/21 ...,,6r/lb Input Connector............................................. ...... .... ...............MC4/Amphenol/Tyco............................. - Output Wire Type/Connector Double Insulated Amphenol .. ..... ...........................%. ........ ............................................ .. .......... I 12/39 0.5/ ......................................................... -` p < , i Operating Temperature Range....... ..... .. .. .. ........................-40 +85/,40-+185.......I..... ..... ...... ... ..... .....A .. .. Protection Rating IP65/NEMA4 ........................................................................... .. ... ...................... .. -Relative Humidity .........................0-100................................ ..%...... ........................................................ .............. ..... . - R.-src pm. 0 me moame..Ul..I.p w.s.powe.mi..eR«a wea - . SYSTEM DESIGN USING A SOLAREDGE - •THREE PHASE THREE PHASE • 4 IINVERTER .SINGLE PHASE 208V 480V - - .. ... PV P.OWer optimization at the module-level < MinimumStringLength(PowerOphmizers) .............. ........ 8 ....... ..... 10 .... ..... 18 .... .......... inim.........g Length(Power ..... ........ .. ... Up to 25%more energy - '. Maxmum String Length(Power Optimrzers).................. .. 25.. ..... ...... ..25.. ...... ..... ..50.. ..... .. ... ....... .. .................................. .. .. .. .. . ... ..... .. .. ... .. .. . ... ... . .. Maximum Power per String .. ..... 5250 ________ ________ 6000,,.,.,,. 12750....... W...,. Superior efficiency(99.5%) ..................... .... ... ._. . ..................... ....... ................ .. Parallel Strings 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.uS 3- •� re db ' i Single Phase Inverters for North America e 0 O solar l a r=oo SE3000A-US/SE380OA=US/SE5000A-US/SE6000A-USsolarSE7600A-US/SE10000A-US/SE1140OA-US k !OUTPUT SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE7600A-US SE30000A-US SE11400A-US ; - tl Nominal Power Output 3000 3800 5000 6000 7600 @ 200V 11400 t VA SolarEdge Single Phase Inverters y .............. ._. ........... ..... ......... ..... .... . goo ?4... .: . Y 1, 5400 208V .10800 @ 208V . 2 Max AC Power Output, 3300 4150 S450 @240V - '6000' 8350 10950 @240V 12000 VA For North America L.. ... .................... ...... . ..... ,3•'r AC Output Voltage Min:Nom.-Max.* x 183-208-229 Vac ` SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ rJ , ` _ , ,q -- AC Output Voltage Min:Nom Max.* - A- 211r r r r ✓ ' .. SE760OA-US/SE10000 US/SE11400A-US -24264Vac L "" '.:�• AC Fre uenc Min:Nom:Max.* - 59.3 60 60.5 with HI count settTn 57 60 60.5) Hz ...... ....... ....... ( rY. .....8.. .... • - ".: 24 @ 208V - 48 208V - .: m '`,x., - Max.Continuous Output Current .... ......12.5.. ..I ......16...... I:. 32.... L..... @.. I - 47 5 A - - ,. .:...................'........ ....... ........... ....... .. ............... ... .. .:. .. •GFDI.... ......... ... ........:. .............. ............... .. ............................. .. Utility Monitoring,lslanding •1 - yy 21 @ 240V 42 240V 0 ...... .... i, .< _ r 5xz w a g Protection,Country Configurable Yes - .._• ,`Jverte',..,. .: ..:J• t .: .Thresholds $ - INPUT 12� s Recommended Max.DC Power•• -lea c e.. r ., �` •; STC) - 3750, 4750 6250 7500 9500 12400 1.4250 W n 9 ....... ....................... S•c tpla ,: :.< "s ",. >:. ...... ... ............. ...Yes ..... ..................... .... ......... Transformer-less,Un rounded.,. :. . .. .. .. ..........rl ........................�................. ............_.......... ...... ... ........... ..... ......... .. elan a -• - .. ... ..... - r ;{ ....... ......... .... .Max:Input Voltage.................... .:...... 500 Vdc.... r , ......... .. .. .... ... ...... _ -___„`_.,•,* - -q >; „ e z,} - Nom.DC Input Voltage.............• „. .•325 @ 208V... ..@•240V•.••• .. Vdc �' •+ � `. r-- t'a Max.Input Current— - 9.5 13 16.5 @ 208V 18 23 33 @ 208V 34.5 Adc • - *. : t` .................I..... .....I.15.5•@.240V.L.............. ..............L.30.5 @ 240V.. '•' a-` „ , _ °r4= '` - Max.Input Short CircuitCurrenL 30 45 '. '•' Reverse-Polarity Protection ••� •• •Yes - - - .. .. . ............. ........................... .. .. ... .......... 't -r • ".. - : • Ground-Fault Isolation Dete ....., „ „ •, .. ._. .••. ,,,, .. „ .................................ti ..... ..... ...-. .... ... on 600kfl Sensitivity • Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % - - - ....-.... .. .. ......._..... ........... ....... ._... .. ........ ........ • _ - . 97.5 @ 208V .... ...97 @ 208V ,,- Weighte Efficiency 98 @ 240V "97.5 @ 246V 97.5 % CEC d-Effici .. 97.5.....I......98......L................ ....97 5..... .t..':97.5......I..................I.......... .� a r......... .................. ....... .. - . - •:d -_ `- ' S ', t ,e ..Nighttime Power Consumption <2.5 _ _ - a 4 ...W.. } +{ E FEATURES I o 'ADDITIONAL -. -,_ _... s_ ,t, •.Y ,,„.,.- Supported Communication Interfaces R5485,.R5232,Ethernet,ZigBee(optional) ,.. ....... ............... .. . ...... ........... ....... ..._ 5 ..:.. ... - _ _......... - - - -.� � '"' °.,, yf' ,:i Fr*. ;�. '., •t a "� � - Revenue Grade Data,ANSI C12.1• Optional - .. 1 STANDARD COMPLIANCE ,•,. ,r E Safe -UL374 1-1 x 1 UL16998 UL1998 CSA 22 2 ...SY...... ......... ..... ............ ........................ 1547 .. . ....... ...... ....... - �:. ";•z:: • - : Grid Connection Standards IEEE missions . ................................. .. ......... ........_ ....... FCC partly class B..... ........ ... .. ......... - a:- r.. _INSTALLATION SPECIFICATIONS AC range 3/4"'minimum/246AWG 3/4"minimum/83AWG,•.••••••.• •• ., ............... .. ..... .... ...... ..... .. .. - ..• '". . ' DC input conduit size%#of strings/ , i 3/4"minimum/1 2 strings/24-6 AWG -3/4"minimum/1 2 strings/14-6 AWG . € r -AWG ran e - inimu .. ........ ......... .. - :._ •:h_. '., .• _:,, .'.' -a .5x 12.5x7:.. ... 0.5x12.5x7.5... :..In./., - .. • Dimensions with AC/DC Safety 30 5 5 / 3 / - •••30.5x12:5x10.5/775x315x260 _ ;:.._ -. , - .... *!- .. ...,.o...... - ;• �_: '. ., , .;:" 5Dw tch(HxWxD - 775 x 315 x172 775 x 315z 19T ... min t. Weight with AC/DC Safety Switch - 51.2/23:2 - 54 7/24.7. -88.4/40.1 .••• Ib/.kg. - :. ...................................... ..... .. ...... ... _ .. t, ............... .. .. . .. ....:.... .... ......... .:. .. ( Cooling - ::Natural Convection Fans(user replaceable). - ...................................... .,............................ ..-................. :....... The best choice.for SolarEd a enabled s stems a Noise .... .... ..s25 ........ ........... .....;... ... <so:... .dsa. g y -Min Max.Operating Temperature - n - - - 13 to+140/ 25 to+60(CAN version. •-40 to+60) � F/ C - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Ran&?...........:........... ........ ......... ..... ....... ...._.... ......... ... .. ............ ......... ... ........ Superior efficiency(98%) Protection Rating NEMA 3R ........... ...e ional s.in.s please...ac solar Edge ............................................. ... .... For other regional settings please contact SolarEdge support. - - Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 77•F/25'C and to 135%for locations where it is below 77•F/25•C. - For detailed Information,refer to har,//www=olar d u/fil /odf/Inv rt r cle overslAne- _.id.odf - Built-in module-level monitoring •^••A higher current source maybe used,the inverter will limit its input current to the values stated. CAN P/Ns are eligible for the Ontario FIT and microFIT(micmFIT en.SE11400A US-CAN). . — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only - Pre-assembled AC/DC Safety Switch for faster installation — Optional—revenue grade data,ANSI C32.1 sunsasc USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL W WWsOlaredge.US MECHANICAL SPECIFICATION ° Formal 65.7 inx39.4 in x 1.57in(including frame) (1670 mm x 1000 mm x 40 mm) - ,� - - welght 44.09 lb(20.0 kg) ..�m...�,>r.>•..°m Front Cover - 0.13 in(3.2 mm)thermally pre-stressed glass D-_ with anti-reflection technology Bads Cover Composite film °.�.loee-1 »��.., •�.--� """",,..�•,•-""'�, (Frame Black anodized ZEP compatible frame m� ' Can 6 x 10 polycrystalline solar cells Junction box Protection class IP67,with bypass diodes �•.._.�""1{sr-`~"'� t Cable 4 mmz Solar cable;(+)a47.24in(1200 rum),(-)z47.24in(1200 mm) - .,�..--}"'�N�}- - Connector MC4 UP 68)or 44(IP68)ELECTRICAL CHARACTERISTICS 1s !� � � 1 � ► PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m2,25'C,AM 1.5G SPECTRUM)' POWER CLASS(+5W/-OW) [W] - 255 260 265 Nominal Power - Pa„ IV] - 255 - 260- _ 265 • ' • , ' 1 • _ ' t short Circuit Current - lu [A] - 9.07 9.15 9.23 Open Circuit Vohage Vee M 37.54 37.77 38.01 Current at Po, I,n [A] 8.45 _ - 8.53 8.62 _ 1 Voltage at P,o, V_ IV] 30.18 30.46 30.75 (' _ The new Q.PRO-64/SC is the reliable evergreen for all applications,with ` - Efficiency(Nominal Power) rf [%] a15.3 a15.6 �a15.9 a black Zep CompatibleTM frame design for improved aesthetics, optl- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/mx,45 x3°C.Am15 G SPECTRUM)° POWER CLASS(+5 W/-OW) IW] 255 260 265 mized material usage and increased safety.The 4N solar module genera- _ _ _ tion from Q CELLS has been a timised across the board: improved output Nominal Power P_ [WI 188.3 192.0 195.7 ' -p p --p r Short Circuit Current Ise ISe [A] - 7.31 - 7.38- •- 7.44 yield,higher operating reliability and durability,quicker installation and Open Circuit Voltage Va IV] 34.95 3S.16 35.38 more intelligent design. i�. Current at Poe I_ LA) 6.61 6.68 -- 6.75 Voltage at P_ V� IV] 28.48� 28.75 29.01 - - 'Measurement tolerances STC:x3%(Poor);*10%11Y.V,,,l-,Vine,) 'Measurement tolerances NOCT.x 5%(P_);*10%(I,,,V.,l_,V.-) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY "" - O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50%, At least 97%oF nominal power during '^^^+_-.°1�'^^�^^°� first year.Thereafter max.0.6%de im and temperature behaviour. plus long-term corrosion resistance due 9i o --�e„�a °.,,..�'m dati Baer a P Year. •Certified fully resistant to level 5 salt fog to high-quality 4 At least 92%of nominal power after a ! 3 _____ __._ 10 years. S w •Sol-Gel roller coating processing. W=w At least 83%of nominal power after e ENDURING HIGH PERFORMANCE __ 25 years. I -__ - _ • Yield Security due to Anti EXTENDED WARRANTIES All data within measurement tolerances. Long-term ro e r Full warranties in accordance with the - PID Technology',Hot-Spot Protect, •Investment security due to 12-year warranty terms of the QCELLS sales - IRMURNCElwAo'I and Traceable QualityTra.QTM. product warranty and.25 ear linear I nrganisatmn of vnnr respective country. } p ty y , as The typical change in module efficiency at an irradiance of 200 W/mr in relation R m rraxs to 1000 W/m2(both at 25°C and AM 1.5G spectrum)is-2%(relative). '. •Long-term stability due to VDE Quality performance warranty . Tested-the strictest test program. TEMPERATURE COEFFICIENTS(AT 1000 W/NP,25'C,AM 1.5(l SPECTRUM) J ®CELLS Temperature Coefficient of Ise a [%/K] +0.04 TemperatureCoefficient of V. h rwa arumir _ A-. a R [%/K] -0.30 SAFE ELECTRONICS TOP BRAND PV Temperature coefficient of Pro, Y [%/K] -0.41 NOCT [°FJ 113 t 5.4(45 r 3-C) •Protection against short circuits and PROPERTIES FOR SYSTEM DESIGN thermally induced power losses due to 2014 Maximum system voltage v,, (v] l000(IEC)/600(uu Safety cross n breathable junction box and welded Maximum series Fuse Rating - y [A OCI 20 Fire Rating - _ 4 C/TYPE 1 E Cables. Max Load(ULY [Ibs/f 2I 50(2400 Pal Permitted module temperature --40°F up to+185°F 3 on continuous duty (-40°C up to+85°C) ex V `. i 0... PHMnn) Load Rating 401 _ [Ibs/R2] - 50(2400 Pa) -'see installation manual -•�_ - - QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION raluw;rmb2013 - m - UL 1703;VDE Quality Tested;CE-pliant•, Number of Modules per Pallet 25 an•aam' IEC 61215(Ed.2);IEC 61730(Ed.1)application class A - - ID.4403l587 Number of Pallets per 53'Container 32 THE IDEAL SOLUTION FOR: �°"' tP"4, Qi Number of Pallets per 40'Container 26 Rooftop arrays on \residential building vGOMP4Tje (/�' Cvy Pallet Dimensions(L x W x H) 68.5 in x 44.5 in x 46.0 in� (1740 x 1130 x 1170 mm) Pallet Weight 1254 lb(569 kg) _ NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of - APT test conditions:Cells at-1000V against grounded,with conductive metal fait covered module surface, pCOMPPTO this product.Warranty void if non-ZEP-certitied hardware is attached to groove in module frame. 25'C,168h z See data sheet on rear for further information. Hanna O CELLS USA Corp. 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL 0-cells-usa*c-cells.wm I WEB wwwel-cells.us Engineered in Germany OCELLS Engineered in Germany O CELLS