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4 WITCH WAY - BPA (002) I'lie Conmrumreallh uflbhusachuscils 13oard of 13uitding Regululions ;Ind Sautdards CI IT OF "Llssarhusctfs State Building Code. 780 C NIR `ALIi.,%I L„•, lLrr 13uilJing Pettit Application To Construct, Repair. Renovate enurlish a KvrieoJ :O// Une-nr Tern-iiunrh' D,, /11.rp This Section For O133ciul Use On Building Permit Number: fe:\ iedt Building 1,11110a1(Print Munc) �1gttaturc Dale moSECTION I: SITE INFORAIATIO Put 1.21ssessonAlw it pPurcelNumben 4J 1. \ ) I.Is Is this an acre led sheet. 'es no DLIp Nunthar 1'urccl Number I,J Zoning Information: I.4 Property Dimensional Lmung District 1'np..eJ i1�— Lot Areu(yy It) Fromugtt(II) I.! Building Setbacks(It) Front Yard Side Yuma Provided R Rryuircd Pruvid d Rear Yard Reyuirod ryuind Provided 1.6 Water Supply:(M.G.I.e. 40. §74) 1.7 Flood Zone Informations I.g Sewage Disposal System: Porblic❑ Pricuta❑ Zone: _ Gubide Flood Zone? Check if es❑ Mwieipal O On site Jispuyul sJ stem ❑ 7.1 Ownert oli Reeordt SECTION I: PROPERTY OWNERSHIP'e �Ohw�s NetarCnrl a�� W1 A� dl ek 0 N,unu(Pau) C uy,SIJW,/.IP Nu.unJ Streit lair hone P Elnuil Address SECTION J: DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction❑ Existing Building❑ Osvner•Occupied ❑ Repoirs(s) ❑ Alleratfon(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units_ Other yQ .Specify: V t' AlBrief Description of Proposed Work': SECTION 4: ESTIJI. TED CONSTRUCTION COSTS Rent Estimated Costs: (1-abort id Materials) 011Ic1a1 Use Only I DuilJing S l0 O I. Building Permit Fee: f Indicate how fee is determined: '. I:'Icarieal S a ( ❑Smndard Ciry:Tussn Application Fee t I'hnuhimy S ❑ Total Project COW 1 hem 6)s multiplier .'. OtherFees: J. Mkclt.utical III\ 111['1 j Lifl: \Iv,h.ulfcal IFire �u era>moni S for:d \II Fces: S — -- ._. .._ . .. . ._ n I'mful Project Cast f ('hc" Vu. _...__( 11" Nmr'unt: 0 Paid in Full O I wiseulding H,Il.mce Due: y SEC HON S: ('ON�I'RIK"fl(7N tiF.HVI('1'.S S.1 ('unstructimlSupenisurl,icense((SW l7 ��- . . -` �!y i I'\pir;ainn Pate I iccme Nuulhc( N,un.,ll'l'SI IIuIJ.r Ilst01. 11P.1•�chelu\sl.__.__ _ _— _ Na. mid.mreet II tlnrestrideJllluJJin to I4,IAl11 al. Il.l ]� �� �)���� _ _ li li¢.Iri\•teJ 18.2 P.Imil I7\\.Ilin l'it)i IP, 1#1 Sllt%n RC RlM)lin C'uscrin µ'S µ'indmv MIJ'Will SF SaliJFuclIluming.%pialiallces 1 1115111a11nn R 14naiI;IJJress D Demolition E 1e "}2 0 gistered Home tral rovcmeul Contractor 1111C)L � ��Q fvnlin NumlmrEspuuqun Datempany N,unc ur IIIC Itaglstram hr+.... - limuil address Strcctwn. State ZIP rgle hone SECTION 6t WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L e. 1l-2.� 23C( Workers Compensation Insurance aflldavit must ba completed and submitted with this application. Failure to provide this atlldavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........$ No O SECTION 7at OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I 1.as Owner of the subject property,hereby authorise to act a beh If,' 11 tters re ive to work authorized b this building permit applicadon. A X !►./ (�'�� Data Print U\.nursrNwl_nn(Electronic Signature) N SECTION 7b:OWNERI OR AUTHORIZED AGENT DECLARA TIO By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information Contained in this application is true at d accurate to the b st of my knowledge and understanding. 3 C..// alJ I'ri�tO\\ner'sots\uthorircd,\gent'sNanall`.I' anticrmit . 1 1 t I. tn ��l \ ae attracur \n011cr %snublllbiling litohva" ss tothe arbitration I registeredin the mnenlCuntcwrlHlCl Pmgransl. e program or guaranhl f fontl:nder on he Coastr A. o other S open sot t e information to be found atC Program C'n\bal'nund at \\'hen substamial\lurk is planned, prutida the information bclOw: 2. I inchlJing gauge. finished basement attics,dccks or pomhl total door area I st1• 11.) - --- Habiwhlc ruunt cotutl — (irois tieing area liy. It.I _-... - VumherotheJrooms \untheral'lireplaccs ,. _. _ --- \unlbcnllhall'hatlts \unlherolhathn'wlli - \wnherofdecks. pordws I\pe of heating i),Icm . ,llpcn 1 I'ndascJ t\I'eof' oollll,q lUelli 1 ..ld.11 I'r,yed 11111;Ir1' 1'J.n•1ge 111;1) he Nlb,llltllCd l'or iJ611 Pmjed COit" L v Board of Building Regulations and Standards Construction Supers icnr License: CS-079012 GREGORY T GARZlA, 12 LINCOLN ST 4 ^c Hudson MExpiration A 017d9 '` /� Commissioner 08/28/2o14 lJ./ t` / If '+ dj �?a +k ) y ,tir.�; �� �'�+e/�C;!,'��if1;+;'!+�✓q'1�' e�`/.. .�i � 'NYP�r.j.1✓11rr ('1'.�L`'.�X6 C/ z Office of Consumer Affairs and Business Regulation ;.�,,��,,;:• 10 Park Plaza - Sunte5170 RrSf' Boston, Massachusetts 02116 Home Jxnprovement Contractor Registration Registration: 172034 'rope: Corporation Expiration: 5/1412014 Trr 225208 1 ST LIGHT ENERGY, INC. JUSTIN KRIJIM 3224 MCIAENRY AVENUE MODESTO, CA 95350 Updnte Address and return card. Marlt rensou forehange. Address RencivA Employment Lost Carol SCh 1 i+ iUAbUS/'I1 %'!!io-• iin/+,u+nun•nn///r // //,u.un/+n. //• License or reglstraPien valid for individal use only ®PGce oP Cenoumcr APPnira 0usidcss Regulniion before the explrution date, If found return to: �t0flr1E IMpROVLBUIC•NT CUNTRMC'GOW, office of Consumer Affairsnnd Business Regnlnfliort Type �P2- e: jj St eGes4ra4ion: f7203h 10 9 ark plai'r-Suite 5170 Cor oration z',`iu •.7:,';Exh6e'alion: 5/f ra12014 P Boston,MA 02116 t ST LIGHT ENERGY,PtJC. N 224 MCHENR 3 22A ENRY AVENUE `yaw_•Z�.G_�__ �• GG d ithoutsignatnre MODE_STO,CA 953.50 Undernecrehry• Plot vali v� CITY OF S�U1 EN12 \rl.�SS.�CHL'SETTS • Bi:ILDING DEPARTMENT P 120 WASHIINGTON STREET, 3" FLOOR TEL (978) 745-9595 FA.r(978) 740-9846 KIN{BFRr EY DRISCOLL MAYOR THOatAs ST.PtERRB DIRECTOR OF PUBLIC PROPERTY/BUILDING CO% MISSIONER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris, and the provisions of MGL c 40, S 54; Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c 111, S 150A. The debris will be transported by: Zr ? -T"Lkl)r t (name of hauler The debris will be disposed of in (name of facility) u Asbn MA (address of facility) "reot date dcbri>aB:dx —� Department oflndusD:W Aeridents Office of Invi,skgations tfd0 Washington Street Boston,MA'Q2111 www.mcs&gov7dia Workers' Compensation Insurance Affidavit. Builders/_Contractors/Electricians/Plumabers Applicant Information. l?tease Print Legibly Name usfnewo � rganizariot.iladlviduat); 'Address:4 9aq O)C�,jur V r JGity/5tatelZip:Lhl� �f -�r ) C' ���S� ) Phone F2-' n an employer.' Check the appropriate box: Type of project(req�ea), m a employer with _ d. I am a general contractor and I ployees(full and/or part-time).* have hoed the sub-contractors 6 New construction a sdle.proprietor or Partner- listed on the attached sheet t 7.. Q Remodeling ip and have no employees These sub-contractors haverldag forme in any capacity. workers' camp. insu*anco. 9. Q 1infiding addition [No workers' comp. insurance• 5. Q We are a corporation and its required.] -officers have exercised their. 10•Q Electrical repairs or additions 3.Q I am a homeowner doing all work right of cxornption per i41GL- 1 i.Q Plumbing repahs or additions triysel£(No workers' comp. c. 152,§1' 4)t and we have no I2 Q Roof repairs insurance required.] r employees. [No workers' Cartlp. ingttIantx requffed.] 13.9 Other t'✓t Sq5��.�1 Any applimt that checks box Si must also fill out the section below showing theirwotkats'wntpeaaption policy utfotttution: t Homeowat is who submit this affidavit inditatiog they are daini all wprk and then bite outside comaotme must enttae subuot anew et$davit iadieati»g such and atarrav tCmn that check this box muse ettaehed.sn addidwad sheet shmvtng the asttaa of the sub-eonnaetota . ane coinp.policy . infotrnetion.- I am do employer that is providing workers'compensation Imarance for my rmpltiyesSs..$elow is rkepofty and job site Informwliou. - i Insurance Compaaywamo: /� nS t/(ysu (0' /V- ✓PO&Y#or5elf--ins.Lic. Expiration Date: rob.Sitc Address: City/stater. Attach a copy of the workers' compensation policy declaration page(showing the poncg number and expiration date). Failure to secure coverage as required undq Secdop 25A of NI iGL c. 15Z can lead to the imposition of c$IIdna�penalties of a fine up to S1,500.00 2nd/or one-year imprisounent,'as we11 as civil penalties in the form of a STOP WORK ORDER and a fine of lip to-S250.pq a day against the violator. Be advised that a copy of this statement may be fbeciarderi.to the OfHca of Investigations o ftf the DIA for mU-dPce wv6ragc verification. n Y do hereby cIe" rJ�;rthe pabw andpena4t w bf p4dury thtic the kifOrma thin provUrd aboveLttrue-and correc& .Ell i���l_/ - 767-. 9&3 1 _ / t •phone�: - - oiJteial use oitry. Do'not wr&e in thft area,to be completed by efty or town offlciaL - - City yr Town _Ft rmit/I.lcense# . Issuing Authority(eirde one)t I..Board of Health-2.Building-Department 3.CitpfT'ewn Clerk 4.Eleetricnl 1119Qedur 5.Flutltbiug Inspector 6.other Contact Person: P6oae M. � 4 1st-L_Ramy_Hanso_Propo_9_Kilowatt-PPA-Mo_133_528598 2012-07-20-13:03:30 Date of Issuance:July 20,2012 SOLAR INSTALLATION AGREEMENT INSTALLER HICJI: tear(subject to Excluded Services performed pursuant to Section S below). This INSTALLATION AGREEMENT is entered into by and between vili car adequate commercial general liability,Robert Hanson ("You,'"Your"or"Consumer') ( ) carry 6 commercial and tsl light Energy whose address Is automobile liability,workers'compensation and any other Insurance required by applicable laws and regulations. You may request from Modesto,CA 95350 Installer evidence of a contractor's insurance coverage. ("installer'1 as of L 11_1 X (the"Installation AgreemenCJ. t a (ix) be solely responsible for damage caused to Your Property, 1. Installation property of third parties,or bodily Injury arising from the Installation caused by Installer or its agents. You and installer acknowledge and agree that the solar panel system ("the"System")to be installed on Your property located at: b. Conditions to Installation.Installers obligation to Install the 4 Witch Way,Salem,MA 01970 System Is conditioned on the completion of a thorough physical ("Property")will be designed,procured,Installed,tested and inspection of Your Property and other due diligence to confirm the Interconnected by Installer(the"Installation"). suitability of Your Property for the construction,installation and 2. Your Obligations operation of the System. You agree to: c Solar Provider (i) grant Installer and its contractors and agents reasonable access to Your Property and cooperate with Installer forth e purposeof (I) Installerisnotinthebusinessof owning solar panel systems the Installatlon,Including Installing,using and maintaining electric after Installation. Because of Your agreement to purchase power lines,inverters and meters necessary to interconnect the System to pursuant to a separate power purchase agreement from a company Your electric system. unaffiliated with Installer("Solar Provider')Solar Provider has agreed, at Your request,to purchase the System from Installer following (ill cooperate with Installer and assist in obtaining any permits Installation. needed,including any documentation related to net metering. (Ili) obtain any consent of a third party required for the (ii) If the System is not installed to Solar Providers satisfaction within one hundred and twenty(120)calendar days(except for certain Installation,such as a Fame owners assaaining any requireder provide force majeure exceptions determined by Solar Provider)after Solar reasonable assistance to assist You In obtaining any required third Providers execution of its power purchase agreement with You,the party consent. System will not be purchased by Solar Provider,and Installer shall be (iv) allow Installer to connect the System to Your local electric solely responsible for either(1)finding a different purchaser for the utility grid and provide all necessary authorizations for such System or(11)ensuring that the System or any part thereof is removed interconnection. from Your Property and that Your Property Is returned to its original 3.. Installers Obligations condition excluding normal wear and tear(subject to Excluded Services performed pursuant to Sectlon 5 below)(and You agree to gram Installer reasonable access to Your Property to remove the System in a. Installation,Insurance and Liability. this circumstance). Installer agrees to: 4. Services Not Included In the Installation(Excluded Services) (i) schedule the Installation of the System at a mutually This Agreement does not Include an obligation by Installer to: convenient date and time. Q (i) remove or dispose of any hazardous substances thati) construct the System according to written plans you review. currently exist on your property; (ill) give You reasonable notice when Installer or its contractors (11) Improve the construction of the roof of your Property to need to access the System and/or Your Property. support the System; (iv) keep Your Property reasonablyfree from waste materials or (Ili) remove or replace existing rot,rust or Insect-infested rubbish caused by Installer or Its contractors'activities during the structures; Installation process M remove all of Installer's or its contractors tools, (w) Provide structural framingfor any part of Your Property; constroctioronstailation equipment,machinery,waste materials and (v) pay for or correct construction errors,omissions or rubbish from and around Your Property prior to utility approval of the deficiencies by You or Your contractors; System. (vi) pay for,remove or remediate mold,fungus,mildew or (vi) guarantee that any roof penetrations made for the System organic pathogens; shall be completely weather-tight for a period of five(5)years. (vii) upgrade Your existing electrical service; (vii) return your Property to a condition similar to its original condition at the completion of Installation,excluding normal wear and Page 1 of 5 Ist-L_Ramy_Hanso_Propo 9_Kilowatt-PPA-Mo_133_528598_2012-07-20.13:03:30 (vil0 install any smoke detectors,sprinklers or life safety nature should survive shall continue,such as(without limitation) equipment required by municipal code or inspectors as a result of the Installer's indemnity,removal and clean-up obligations,and Installer's System Installation; liability for damages as set forth in Section 3(a)(ix)of this Installation (ix) pay for the removal or re-location of equipment,obstacles or Agreement vegetation in the vicinity of the System; 10. NOTICE OF RIGHT TO CANCEL YOU,THE BUYER,MAY CANCEL THIS CONTRACT AT ANY TIME BEFORE (x) pay for any costs associated with municipal design or MIDNIGHT OF THE TENTH CALENDAR DAY AFTER THE DATE YOU SIGN architectural review,or other specialty permits(this Includes cost to THIS CONTRACT.SEE EXHIBIT A THEATTACHEDNOTICEOr attend any public hearings,notification of neighbors or additional CANCELLATION FORM,FOR AN EXPLANATION OF THIS RIGHT. drawings required); (xi) paint electrical boxes or conduit at Your Property;or Installer and Consumer acknowledge that they have read and agree to the provisions in this Installation Agreement. (xii) move items unassociated with the System around Your Property. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. S. Performance of Excluded Services If an obligation listed as an exclusion in Section 4(an"Excluded INSTALLER Service")must be performed In order to properly complete the Signature: installation of the System: a. Proposal.Installer will promptly notify You of the necessity of Name: such Excluded Services. If appropriate,Installer will present a proposal Date: of the costs to You for Installer to perform such Excluded Services CONSUMER _ b. Your Obligation.You agree to promptly either sign a separate contract for the Excluded Services with Installer,or to cause such Signature: Excluded Services to be completed by a separate contractor in Name: { A-ti`ic-,A✓ accordance with installer's Installation schedule. Date: c No Extension.The completion of Excluded Services will not extend the 120 day installation deadline referenced in Section 3(c)(ii). 6. Deposit Installer may collect a security deposit of (the "DeposR")which will be fully refunded to You upon completion of the Installation,unless You cancel this Installation Agreement prior to completion of the Installation. Notwithstanding the foregoing,you have a right to cancel this Installation Agreement by using the written statutorily-mandated Notice of Cancellation Included herein as Exhibit A within ten(10)calendardaysof the date you signed It and to recelve a refund of the Deposit.No other amounts are due underthis Installation Agreement. 7. Conflicts In the event of any conflict between the terms of this Installation Agreement aml any other agreement between You and Installer,the terms of this Installation Agreement shall control. a. Miscellaneous Provisions a. Property Ownership.You represent and warrant that You are the owns of the Property. It. Concealed Conditions.To the best of Your knowledge,there are no conditions,concealed or otherwise,that would or may impede or delay the Installation or cause the Property to be unsuitable for the Installation,including but not limited to dry rot,termites or mold. c Roof Warranty.If the Installation is to a roof,You acknowledge and accept that any roof penetrations necessary to complete the Installation of a System may void any existing warranty of the roof manufacturer or roof Installer. 9. Term and Termination This Installation Agreement shall continue in full force and effect until terminated by Installer with or without cause,effective upon written notice to you.Upon termination,those obligations which by their Page 2 of 5 ROOF MOUNTED PHOTOVOLTAIC SYSTEM 6860 WATTS TOTAL SOLAR ARRAY:ROOF MOUNTED 28 BOSCH SOLAR MODULES C-SI M 60/NA30119-245WP VICINITY MAP REQUIRED SIGNAGE: Z SHED \ 2011 NEC Codes,Article 690 g m L ° LABEL 1 J LU ] ] p'q".c� eS�Pnt PHOTOVOLTAIC SYSTEM � t: U L DISCONNECT SCALE: LABEL: 20' F � DUAL POWER SUPPLY N y� PxMNNNGC COPSE DI6CpNNE�T l- oPEFFnxc NOMEx W Lm p pPERAnxc voLTACE zavLLa rn LABEL'.® O Jy JOBSITE 0q $O( PHOTOVOLTAIC 00 DISCONNECT Z W O QP OPERBTNGCVPPEN- MWAMP6 W 7 Go oPERATNUv LTAEE 6l1 nvOLn: Q Z O S.F.R. M NYSTEMV LTAGE E9.83 . ✓/� /. j) / 6 `l'CIRLVRCVRPEM 3616 ANP6 W Q ASPHALT ROOF TVP. I Ir LABEL: 4O LE Y LLI °L P Z IY LL \CAL' 0' WARNING-ELECTRIC SHOCK HAZARD w Q Z O WRpFTOLGNTEERMINA4 F — O TERMIBELSBNBpn LWp61 0. IMY BE ENER06Ep IN OPEN PEN PB6RpN 3 0 0. "J LOCATION OF INVERTER. / LABEL:OS J Z = C6 4¢le LOCUS MENTOR IN P / WARNING-ELECTRIC SHOCK HAZAFt N M H- OISCONNECT6MAIN ' r— a SERVICE PANEL(SEE 1' ,�0 TxEx m[Noepuui FAULTOceo o700 ides 0 O DETAIL E ��` NAY8EEMERG6EONX .2 pGO Q OVNBM ap° NNOTE R / UBE.TO0E 00LTE ON PNETcp NMPIq EERERB Al / DETAIL 1 . MODULEED29 M 601 NAOIAR H / IN 2 PARALLEL MRINGS F142d5NR Z Om IN3 PAMLLEL STRINGS OF I4 O r DO DO INVERTER,AC DISC.,LOCUS MONITOR �� MODULES MOUNTED TO ASPHALT GO ¢ w UTILITY METER LOCATED OUTSIDE T�� DRIVEWAY ROOF uswc nlFwTJACKS. Z 3 0 / S 2 g r TO ARRAY /A / FgLSPmem ivw WEJeYOnM➢"pq .1N 1pwrviry F- 0 ❑0 1�05 PamuMeawe 05 6 o � Uj DISC. O O mm pimerebne ."r (n PRODUCTION 100 AMP wex�m M.a...I METER MAIN Mrven,e,wie..,,I ss.zs.weo.+M. OJ OS SERVICE PANEL Aney m,e Fo"'M enE Vngn[ek,ppors nmwMcw..NA,.H DWG.NO: ® DETAIL 2: IN � ��' M11 SITE PLAN �""`�"� oolsss DRAWN BY: Locus MAIN SERVICE PANEL SCALE: 1"=20' B.VITALE PRODUCTION MONITOR LOCATED IN HOME DATE: 10-05-2012 CONDENSED SINGLE LINE DIAGRAM 6860 WATTS TOTAL SOLAR ARRAY.ROOF MOUNTED 28 BOSCH SOLAR MODULES C-SI M 601 NA30119-245WP Ymbz F AP �BIO AWO USE-2 PAF'EL J Q 7 OLu UTPUT CABLE O H- J W W _EDOCKNI- v.LDcrcABLE. - SCALE'.12"v 12'SOLAOELK - - KN!FE SL4DE, BCONCH BOY FOR NON, �� NONE NECT W140A FUSES $KICUNT T TRAN^ITIOIJ,SMA SERTER 5 IAOUNTED Oi!ROOF MERiR2500AMP MAX LAC) 2dOV AFFI%LABELS. '- X10ANGSOLIOCOPPER 80 1� O GROUND WRE HyP) W oD Z zjY Q Z rnRNc UNE TO CUSTOMER S ROUTER �` p. ISASNIVi �- N1CANIGTHHNIN L4' Q wsBORtl E11TffLE%YJIY.10 W Y W LL IE)ROA240VAC I 2 Z X LL .lfAIAI BREll;'cR �FOUIMAEHTGROUND STRING0182=1A b10DULE5 WIRED IBISERIESA6 CNOWN W I `-PB AWG THHN IN 314-� NOT,50!HR 61000LES GSIW601 NF]OIIY+ASWP ~� z O EtdTffLE%W/XIS 2 5 VOC=5217B VOLTS DO I ISC=B(DA AFFIX IhBELS'. EQUIPMENT GROUND VPL4A%=J250n COLTS OClIR,1A%=a,i1A 0- 00 1A-AE UNDER STC CONDITIONS J W W LOCUS ENERGY (STRINGRAUNG MAX VOLTAGE CORRECTION FACTOR z = (SO L-GATE RUE 'v21]8V X 1.14=5B4.63V N OD MONROR T N O O GO m_ 100A,240VAC IANN SERVICE PANEL `✓ ARRAY A: (SINGLE PHASE SYSTEM) ` 28 BOSCH SOLAR MODULES CSI M 60 i NA30110-24YWP IN 2 PARALLEL STRINGS OF 141ADOULES N) IPMA%-8.B8A%2X125=20.20AI VPiAi0(-3036V X U Y.1.25=531.3P/ Z O � ISC-8.61 A 2A 1.56-20BSA I VOC.3i.3'V X 14 X1.1a=594.B3V O Y OT m n Q N 412 FWG IN II2"EIATIFLE%-�� Q�j 0 � _ly = S W~ W Cc VOLTAGE CORRECTION FACTOR: 690.7(A) Q Q S ARRi(i A:521.IBVDC%1.14=59t83VOL N d VOLTAGE CORRECTION FACTOR STRING WIRE:31 OAWG USE2 :10.15(B C)690.33(AS I QSUPPLY-SIDE TAP:THE OUTPUT WIRING FROM THE 69064(S' BASED FROM ASHRAE DATE. �FROIA MODULES TO JUNCTION BOB:N10AWG USE-2 NVERTERS 15 ROUTED INTO THE ELECTRICAL SUPPLY ON THE 6034%125'C-IYq) STRING WIFE CALL:VIA X 1.56-12.60A SUPPLY SIDE OF THE SERVICE DISCONNECTING MEMAVG 100 •1=1.1JVOC PERMITTED, DWG.NO: OC JBOX TO INVERTER:PI0AWG THWN-2 31E15(SC)69131(A,B I 001699 AFROM J,BO%TO INVERTED4101 THVVN-2 RIGID,LISTED PVGBASED CONDUIT IS AN ACCEPTABLE ALTEP,NFTIVE TO STRING WIRE CALL BMA X 1.56=12.60A ©EXPOSED EIAT.OCHEOULE 40 PVC CONDUIT IS SUITABLE FOR USE WHERE IS AIAP STRING FUSES NOT EXPOSED TO PHYSICAL DAMAGE SCHEDULE 80 WC SHALL BE USED DRAWN BY: WHERE EXPOSED TO PHYSICAL DFIAAGE OR WTHIN 6 FEET GF GRADE, AO OUTPUT CORES'.IM/ERTER TO 60A MAIN SERVICE PANEL 690R(3) ONLYMETALLIC CONDUIT SHALL BE USED AHEN ROU70114SIDE B.VITALE Q3 SLIA SUNNY BO'I 5BGN0.US-6000I240=250OAX 125=31.SA BUILDINGS.E%PANSION JOINTS SHALL EE INSTALLEDJ51JEEDED PER NEC USE iGAW'G THAN CU STRAIJDED WI410 EQUIPMENT GROUND 2011157.44, DATE: IN 314'EIAT FROIA INVERTER TO LOAD CENTER 10-05-2012 ROOF MOUNTED PHOTOVOLTAIC SYSTEM 6860 WATTS TOTAL SOLAR ARRAY: ROOF MOUNTED 28 BOSCH SOLAR MODULES C-SI M 601 NA30119-245WP VICINITY MAP SHED /ram REQUIRED SIGNAGE: z �� 2011 NEC Codes,Article 690 a m O / LABEL: 1 O J W PHOTOVOLTAIC SYSTEM F w of of Or / \�`% DISCONNECT SCALE: DUAL POWER SUPPLY a 4 wlwcr-.Tout cl;co:nrea Q D, • 4p y . p Oy VBED Oti OO m cOD dJ JOSSITE Ei%/ �O- U Z Q ED O/ PHOTOVOLTAIC GC DISCONNECT = W '/ / CVEoiT::i CIlkP:lrt I11.71 S.F.R. / UFEnm;mcClttaE sv11v Nll T. / c1�G rcinEcuan ene:n 4z:.us:.!�r• C1` ASPHALTROOFTYP / L%.BEL .t W S4z of LJLI LL WARNING ELECTRIC GHOLKHAURD W Q z O G,\o; Jf� / ` eouw Toupl TEruI:wL; F V T[II!.9!:t4 L+:EUTLI IN."L.J t.1.1F Q O lie elFaezcmN onm:aosRla 0 W C ✓Lkl Ci:[le LOC-TIO14OF I14VERTER / LABEL:Q5 —I Z = O LOLUS MONITOR,AO a ( y mF-� 615COm1ECT 1.MAIN WARNING-ELECTRICSH0CI1,,H 4RO � N SERVICE PANEL AEI) 1' 0 Ieln T ee I N O p CETAILt /" TafLrtNE N^a'.vttvePowIUFAUUvou[IDPi e-0a / Ewaeo_alo wRo=c N ::CTEN.r I,Nx a / 'PXE11104E L;XE LI,f VEOV„T;I V.:1,FIR: LACELi lG tlF OGLiEU 4a P NETEO N'"W CF DETAIL 1 : T PROPOSED 35 EOS1 NA301R / Inoou PARALLEL nI sv NSOF t4aCRNP Z o INVERTER.AC DISC., LOCUS MONITOR ��� IN]vARFaOUNTEDTOof 1< O y m IAOOF USIVN 71FLATJACKS LT Z Q �- N UTILITY METER LOCATED OUTSIDE Cl� avIVEWAr ROOF uswcmFLAT ancns. Z 2�O Ln S C TOARRAY / L T .II• 1 n F. C)U p^ Lu 0� �y O �(6DISC. go PNv�JI L � (/1PRODUCTI METERON OO I MAINP SERVICEAS PANEL v5Tutmy� cEvlDWG. NO: 001699 DETAIL 2: SITE PLAN ;L A DRAWN BY: PRO LICTION MAIN SERVICE PANEL SCALE: 1"=20' ':�` i B.V TALE MONITOR LOCATED IN HOME DATE: 10-05.2012 I E CONDENSED SINGLE LINE DIAGRAM 6860 WATTS TOTAL SOLAR ARRAY:ROOF MOUNTED 28 BOSCH SOLAR MODULES C-SI M 60/NA30119-245WP YO m Z SUPPLY-SIDE TAPQ Qp10 USE�PANEL _J . O OUTPUT CABLE O Lu Lu W F N SQUARE D D222NRS 60A.240V.LOCKABLE, t2'xiz°soIADECK SCALE: FUSED KNIFE SILAGE. JUNCTION BO%FOR WIRE AC DISCONNECT W140A FUSES SMASMODO-us 6 CONDUIT TRANSITION, NONE INVERTER MOUNTED ON ROOF 25.00 AMP MAX(AC) N 240V AFFIX LABELS p10 AWG SOLID CO OPPER O 365 —0 —1 A .GROUND W)RE(T/P) 2 W OB O D OB G& UZro ° -------- --- Di — -- -----...----- --- --' — -- ' — > aD CATS EHTERNET UNE J Y ¢ Z m TO CUSTOMER'S ROUTER _ Lu L__— _ msire p10 AWG iHHN IN Jl4" Q-' W O v (ETODA24OVAC NSE11 Pp //��//�� EMDFLE%W/RIB W Y W MAIN BREAKER /2vaT EQUIPMENT GROUND Z X LL STRNG p18 2=R MODULES HARED IN SERIES AS SHOWN `---------- --J NAM T3HN IN 314' /40 BOSCH SOLAR MODULES PSI M60/N430119-24 P W a Z CJ EMTIFLEXY01HO /JVa\ VOC-521.76 VOLTS OCIISC=B.OBA 1— 2> Q— v AFFIX LABELS'. EQUIPMENT GROUND VPMA%=425.04VOLTSDC/IPMAX=BETA = > �] C) 1,2,84 UNDER 6TC CONDITIONS 0 d LOCUS ENERGY W LGATE 101E (STRING RATING GE CORRECTION FACTOR J Z = MONITOR 521]BVX 1.14=504.B3V F- DD moo N 0O 1 m = a I ODA 0VAL MAIN SERVICE PANEL ARRAY A: (SINGLE PHASE SYSTEM) 26 BOSCH SOLAR MODULES CSIM60l NA301 19-245ANP 312 PARALLEL STRINGS OF 4MODULES IPMA %2X12 0A/VPM" 2036VX 53 Z 16C-B.SIX2X1.56=26.BA/VOC-37.2NX14%I.14.594,83V Q �. rN m 612 AMIN trz"EMTIFLE% Z >Q O N FU Ul~> W VOLTAGE CORRECTION FACTOR'. 630.7(A) m > J ARRAY A'.521.18 VDC X 1.14-594.83 VDC Q Q VOLTAGE CORRECTION FACTOR N d Q STRING WARE:#1 OAWG USE-2 310.15(B,C)690.31(A,BI QSUPPLY-SIDE TAP:THE OUTPUT WIRING FROM THE 690.64(8) BASED FROM ASHRAE DATA I FROM M OOULESTOJUNCTAONSOX:p10AWGUSE-2 4 INVERTERS IS ROUTED INTO THE ELECTRICAL SUPPLY ON THE STRING WIRECAMSOSAX1.56-12.60A SUPPLY SIDE OF THE SERVICE DISCONNECTING MEANS AS r-0.34XI-oC-ITC7i�l=1.14VOC PERMITTED. L eDCJ-SOXTOINVERTER.pIDAWGTHM-2 310.15(B.C)690.31(A.8) DWG.NO: FROM J-BOXTO INVERTER:p10AAIG THdM-2 RIGID,LISTED PVC-BASED CONDUIT IS AN ACCEPTABLE ALTERNATNE TO STRING WIRE CA-C:S.08AX 1.56-12.60A e E%POBED EMT.SCHEDULE 40 PVC CONDUIT IS SUITABLE FOR USE WHERE 001699 15 AMP STRING FUSES NOT EXPOSED TO PHYSICAL DAMAGE.SCHEDULE 80 PVO SHALL BE USED WHERE EXPOSED TO PHYSICAL DAMAGE OR WITHIN 6 FEET OF GRACE. DRAWN BY: AC OUTPUT WIRES'.INVERTER TO 60A MAIN SERVICE PANEL 6909(B) ONLY METALUC CONDUIT SHALL BE USED WHEN ROUTED INSIDE SMA SUNNY BOY 5660004.lS-60001240=25.ODA X 125=31.25A BUILDINGS.E%PANSION JOINTS SHALL BE INSTALLED,AS NEEDED,PER NEC B.VITALE USE NAWG THWN Cu STRANDED WRIO EQUIPMENT GROUND 2011352.44. IN 3/4"EIAT FROM INVERTER TO LOAD CENTER DATE: 10-05-2012 Kanayo Lala, P.E. .............10/31/2012 PROJECT: Hanson ResidenceII 4 Witch Way,Salem, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Roof Rafters-existing 2X6@16"w/Ties 1x8 supporting shingled roof snow load+Solar Panels+Accessories LOADS: DEAD LOAD 21.00 PSF 30.26 PLF Ce= 1 CF= 1.00 SNOW LOAD 30.80 PSF 44.38 PLF Cq= 1 Cs= LIVE LOAD PSF 0.00 PLF qs= 18.4 Cd= 1.15 TOTAL LOAD 75 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.40 PSF POINT LOAD LBS FT Ra= 0 LBS 336 LB =TOTAL REACTION TRIBUTARY WIDTH 1.33 LF E= 1400000 PSI JOIST/GIRDER SPAN 9 LF Fb= 1006 PSI WIDTH- IN 1.50 SPF#2 5.5 IN = d Fv= 70 PSI ROOF PITCH- N :12= 5 Fc= 1100 PSI Fcp= 335 PSI MOMENT= 756 LB-FT MOMENT2= 0 LB-FT 7.6 =S provided OK S= 7.84 INA3 20.8 = I Deflection = 0.378 IN = L 285 For Total Load Required LJ180 Deflection2= 0.000 IN = L 480 For Live Load Required U240 Fcp'= 149 PSI OK 1.50 In Bearing Length Fv'= 122 PSI OK row a co ar ies 1x8 at all rafters to match existing ties wl 6-12d nails at each end. Existing 2x6 rafters w/ties are adequet in strength to support snow load at the current code and additional load of the solar panels and accessories as per the provisions of the current 780 CMR 51.00 Massachusetts Residential Code Amendments to 2009 International Existing Building Code section 404.1 -Installation of Additional Equipment, section 707.4-Exception 1 -Structural elements will not be increased by more than 5% of their original stress i.e. 45.8PSF total load vs.additional load of 2.3psf of the accessories. OF Kanayo Lala ,. � ,;,A _ cn=Kanayo Lala, o, ou, � '10 Aesrs pl J��'� _email=kanayolala@gmail.com, c=US F33 / '- �� - _ ` 2012.10.31 22:04:01 -04'00' VINCI R ASSOCIATES Structural Engineers CLIENT: Professional Solar Products,Inc. 1551 S.Rose Ave.,Oxnard,CA 93033 ` Tel:805-486.4700 Subject: Static load test results for the following: MomltingSystem Maximum Frame Maximum Frame Load Equivalent Wind Speed Length'(m.) lVdtb•(ins (Ibs/ft') (mph)`* Rooffrac a 65 40 55 135 TEST SETUP(as shown in attached drawing dated):Three modules,as specified above,were bolted to.136"x1.51x1.5' Professional Solar Products(PSP)patented Roofirece support rails using an assembly of 5/16'Stalriless Steel(SS)bolts, SS lock washers and proprietary aluminum clamps and inserts.The Roof race support rail was attached to the PSP Rooffrace structural attachment device with a 3/8'SS nut and SS washer at slot attachment points.The setup was attached to 2"x6" wooden rafters using 5/160x 3-1/2'SS lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48'on center. TEST PROCEDURE(as shown In attached drawing detail):The test set up was top loaded to 55 lb/ftz.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded tb simulate the uplift condition.The test set up was re-loaded to 55 Ib/ftz.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TESTRESULTS: The maximum top load deflection was recorded at 0.469',with no permanent deformation. The maximum uplift deflection was recorded at 0.313",with no permanent deformation. This document certifies the Rooffracs mountingsystem used with modules,as specified above,withstands a 55 Ib/112 static . pressure load,equivalent to a_wind speed of approximately 135 mph". The mounting system performed as expected. Sincerely, James R.Vinci,S.E. This engineering report vermas that vinci&Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for teeing module mounting systems. Vinci&Associates does not field check installations mverify thatthe mounting system is instsuad as described in this engineering report. sow To assist the building Inspector In verifying the autnenixflty of this proprietary mounting system,a permanent atlhlsion, silver reflective'Rodffracv'Iftel,as Shown to the right.is placed on at least we of the main support rails b, parmanemysumped with•Prols5tionsl Solar Prod.Pet 96.360,491'on the underside of no Structural attachment Lag bolt attachmantshould be Installed using the proper pilot hole for optimum strength.A e 5/16'lag bolt requires a 3/16'Pilot hole.it is the responsibility of the Installer to insure a proper attachment is made to the structural member of the roof. Failure insecurely attach to the rod structure may result to damage to equipment personal injury or property damage. This office does net express an opinion as to the load bearing characteristics of the structure the mounting O SSI system/modules are being installed on. weP� HA lGC accredited laboratory tested structural attachments manufactured by Professional Solar Products (inclutling Fastlacka,tlfelfrac+,and Foamlackm)can be interchanged with this system. 3 N .._ rn In Check with local building department or AHl for site specific requirements. li a "Modules measuririg within stated specifications and tested to ULM3,or equivalent,are included in this 6 engineering. .k Pv \Q • Wind loading values relative to defined load values using wind load exposure(135 mph for 5/12 roof `9 TR OQ� Pitch at less;115 mph for greater than 5/14 rod pitch)and gust factor coefficient'exposure a-as F p A defined In the 2c09(IBC)/2010(CBC) **'Module tested:64.6'X 39X x LS'(shrp) +*"FsL snox load retng of 301b/ft2 based on 1.6 safety factor 31324 VIA COLINAS STE 101 WESTLAKE VILLAGE, 'CA 9136 Page 1 of 3 RT 2011 48' 'I 40' I A 4 3, 65' Module Area= s 18 ff each 2,98416s/ Total module (45lbs ea.) ss ps" and rail(10 Ibs ea.)weight: 155 Ibs Number of attachments: 6 ei Weight/attachment point: 26 Ibs Area: 54 -- - Distributed weight: 2.9 lb/ftz 5/16-Stainless �Loa�n: 0.469" Steel Hex bolt _ 2,994 lbs/ 55 par 5/16-StE ass Steel V Lock Was er m � . Aluminum ProSolar r�l ` Inter-Module Clamp Ll l Aluminum ProSolar Up lift Deflection: 0.313" Channel Nut Aluminum ProSolar Suppo Roofrrac®Support Rail 3/8-Stainless Steel Hex QQpFE r0N Boll and Flat Washer �Q���etG Rp tic Aluminum ProSolar patented y m FasLIack®Roof Attachment* In .1 --- 6/16"Stainless Steel Lag Bolt T J U and Flat Washer F 0 Lab tested structural attachments manufactured by Pofesslonal Solar Pralucts ROOfTraC® (including Fasuack",TileTra&,and FmnUAck•)can be interchanged with this system. Solar Mod Ule professional Solar Praducls Roofirae° Parent#6,360,491 Static load tes Photowltalc mounting system RT_2011 Page 2 of 3 Approx. ! 4S" Fast,lack®2X bracket only to be used between two rows of ir L _ modules to maintain approx. _ 48"upper to lower Roof rrac® support rail spacing I Approx- 46 Module Area- FasUack®2X bracket _ 18 fe each Assembly side view APPM 20'maz ' �— 48' —i o4erhang 5116"Stainless Steel Hex / bolt and slit lock washer Total module(45 lb/ea.) Aluminum ProSolar and rail (10 Ib/ea.)weight : 310 lbs Inter-Module Clamp Number of attachments: 9 ea �� Aluminum ProSolar Weight/attachment point: 35 Ibs II ! II ll! II Cgannel Nut Area: 108 ft2 Distributed weight: 2.9 lb/fe Aluminum ProSolar Roofrrac@ Support Rail 3/8"Stainless Steel Hex Bolfs and Flat � Washers i 1 Aluminum ProSoler _ss I� FastJack®2X Bracket QPo 1 (only used between two 0� HA mws of modules) Aluminum ProSolar N m Patented 2 pc FastJack® c P. / x Roof Attachment 5116"Stainless Steel Lag OF UF�� Bolt and Flat Washer tab tested structural attachments manufactured by Professlonal Solar Products _ RoofTrae (including FasUacke,TlleTracO.and FoamlackO)can be interchanged with this system. Solar Modules **Check scan suitability with AHl as necessary Static Toad test Prolessonal Solar Products Rooffmco Parenm 6,360,491 Photovoltaic mounting system Page 3 of 3 RT_2011 L. LG Life's Good MOnO .,,� TM LG260S1C-G2 / LG255S1C-G2 / LG250S1C-G2 Power from the sun: dean, renewable, affordable.This is the dream of solar energy, and LG is making ii real with the Introduction of the Mono X"'' solar module. ,Loaded with features for easy installation, / use ap'd maintenance, the Mono X" modules provide decades of clean, renewable and affordable energy for residential, commercial �nd utility applications. LG's,long and successful record in the el ctronics industry provides assurance that nosing LG's state-of-the-art solar modules is an investment in superior standards of design, manufacture and support. 1 rVlyi cr,. _4/ C UL US Carbm,fufid.org ,,,���r_ ) 'dn i 4 n n �bglty rest stir cl 01 cc hn -dge 40, nPa LG solar m xlctes ore des g sect:vl1h-I n and lec iologv and Ic cxlaham :hey �ee'he "'f��"+�,� dcr rblC gII 5 I01 I: h(Ihl li V11.1L.111T .hl=also 1e1p _L, avers cell t ne L,logo rcllecti The aide to 111i"Iand nervy lords c p 10 5-+00 Pa. high standards thal have guided I_G foi more thin j(1 lrv: Uw,Tr. P, Inik r T I C p IIJ11,11 1,11,lilyle and Ic 1.1k1r modules c crssrjlp cuslo nels of the timi-d pnvap_r �E LG hromiory nos e, ,ed the ri-mp cf approval ow puts of all rodul es 01, r posh E Ominal Test from both LUV Rheinland and Underwnlers tolerance slarung al Lah. -ohoT runes 'Is an ofirc J Tes-nxl lahornlnry, an�Ih a of LC, 10 e,lellence < On,Y nl ro [ E r n a ' COz rh r l` -v nuJu.„r 111S1 In he JOrld - 11,,q vv r '.- ry n. "uppn t f a ho 11 Cl to dr,, f 1 C T bo i re red LC 1 �,_ _rondo �:rh poducl� ale Iing 25" '.va r rty poi, a fh vionu ! -oTi poI,CV a rlorous L re Cycle 4wa,vne rT from o,. uxlude� i 10 y_ar DlUdLICI inn ,a 11 materials 'o end 0`use po:^an:%arranty,and n 2`�%ear 60,/. po"er narnnW ® Mechanical Properties ®Electrical Properties(STC') Cells 6 x 10 LG26051C-G2 LG25551C-G2 LG250SIC-02 _.__ Cell vandor LG Maximum power at STC(Pmax) 260 255 250 Cell type Monocrystalline MPP voltage(Vmpp) _ 301 300 299 Cell dimensions 156.156 mma 16 x 6 W MPP current(Impp) 8.64 8.50 8.37 —_-__—____..- ve(Voc)_ 373 372 371 Open cimwoliag Dimensions(L x W z H) 1632 986 z 4 orc 2--Wm- 8ht rcuitcurrent(Is) 8.94 885 64.25 z 38.82.1.65 In Module efficiency(%) 16.2 15.8 15S____ Maximum load(Pa)' 5400(113 psf) Operating tam erature(C) -40 a90 _.._..-"-..—_ _P _ ............_. __._...- __ _......._ ___.._ Weight 19 kg/41.8916 Maximum system vab.age.M,_ c s Connecror type' Tyco connector IP 67 Mazimu s fuse raH g(A)__ 20 Jum,fi.n b x IP 65 with 3 bypass diotles Power tolerance(%) 0-i3 Length of cables 2 z 1000 mm/2 x 39.37 in •SrC(stardaW Tan candmm)max.n a IWO W/ma, nadWe rampewr.re zs.c Ara Ts •UeMv Me IEC s2naaNz •T1w n.—m1e 11 oupur Iz m—nW antl nvnxN1 by LG flacks ar n zde antl ab-Nb dl..... NEC 2W8—neianr ®Certifications and Warranty ®Electrical Properties(NOCTa) Certifications IEC 61215 Ed2,IEC 61730.UL 1703 _._.._.______._.-_._ L5260g1C-G2 L325551C-G2 LG25051C-fit Product warranty 10 Years ._--- _—.. � --- ---- ...--.-_. . -_.--__ .. . _— 189 186 182 Output warranty of Pmax 12 years-90% Maximum power(W) _ ,,, - -----' "'- 2711 2701 2691 25 years Maximum power voltage N)_ Maximum PcwercurTt(A) __ 6_98 6.87637,_. O Temperature Coefficients Open circuliveltage(Voc) 34,61 34,51 3441 Shod circuit current(Isc) 7.22 7.15 708 ..._.—._-__..._.._._..__._.- NOCT 43.7 t 2°C _ Efficiency reduction PmPP _--069%/ (fromn_ _- Ir rood wy,n=ro zoo w/,n9 <4.5% .4 Voc 0328 V/K,-0 338%/K NOCT wn,nmm 0,-,l,y can«nPe,anna).ma0—MO wbn'.a,rolenr r.,.,wramre zO-c, ..w Isc 378 mA/K,0043%/K N—dl Me 0 Characteristic Curves ® Dimensions(mm/in) 0 O � R Z 10 Rlua g IWOW SxedzlMlNme Lane vee ea,na a u BOOW T wulam w/zaa a wow pua,m/wwn� nio' mien a,..mIxcaam,serr vzlaze 4 400w 3 rt 2 _ 200 W ..ar O 5 10 15 20 25 30 35 40 votag.(v) 140 G n 120 ...___ ___ ... __ . ISC x €€F N __.._.-.- --------- VOC C E p - � 8 u a 60 _"""""'""'_"'.-._--.-..---.__-_.-.-.-.-.'--_Pmax-....-_ 5 ml 20 .-..-________. ..._ 6 O 4lu -40 -25 O 25 50 75 90 fait, Ta.iac.ere CC) The tllzranca bNween me cent«of rFe mounting/gmunacq bolezw North America Solar Business Team Pr.avn zpmlRcanonz era svbiecr ro than,.mlhaur nonce. Rol1 a LG 10 Electronics .Engic lOOO Sylvan Avc,Englevro.d Cliffs, NJ 07632 Contact:Intl l@Igewm Life's Good www.lgsolaruss. om CopyngM O 2011 LG Ele w cs All agMz reserved. �� C SUNNY BOY 5000US / 6000US f 7000US j 8000US 1, kW i rr 1�r I 4 �w k yTMJ,: tit Y, Sd a F 1 �� 3..ixhx"�`r.`a. S 800011.1is AVAILABLE IN 2010 f ; • in J1 Highest CEC efficiency in its class •Sealed electronics enclosure S • Ideal for residential or commercial • Integrated load-break rated Opticoolid1 applications lockable DC disconnect switch •Comprehensive SMA •Sunny Tower compatible �� • Integrated fused series string communications and data • 10 year standard warranty combiner collection options • UL 1741/IEEE-1547 compliant SUNNY BOY 5000US/6000US/7000US/ 8000US The best in their class Our US series inverters utilize our proven technology and are designed specifically to meet IEEE-1547 requirements. Sunny Boy 6000US,Sunny Boy 7000U5 and Sunny Boy 8000US are also compatible with the Sunny Tower.Increased efficiency means better performance and shorter payback periods. All four models are field-configurable for positive ground systems making them more versatile than ever.Throughout the world, Sunny Boy is the benchmark for PV inverter performance and reliability. Technical Data SB5000US S56000US SB7000US SB8000US Recommended Maximum PV Power(Module STC) 6250 W 7500 W 8750 W 10000W. DC Maximum Voltage 600 V 600 V 600 V 600 V q Peak Power Tracking Voltage 250-480 V 250-480 V 250-480 V 300-480 V t DC Maximum Input Current 21 A 25 A 30 A 30 A a Number of Fused String Inputs 3(inverted.4 x 20 A 3(inverter),4 x 20 A 3(inverter),4 x 20 A 3(inverter),4 x 20 A ? (DC disconnect) (DC disconnect) (DC disconnect) (DC disconnect) PV Start Voltage 300 V 300 V 300 V 365 V AC Nominal Power 5000 W 6000 W 7000 W 8000 W AC Maximum Output Power 5000 W 6000 W 7000 W 8000 W 9 AC Maximum Output Current(L5 208,240,277 VI 24 A,21 A,18 A 29 A,25 A,22 A 34 A,29 A,25 A N/A,32 A,29 A AC Nominal Voltage Range 183-229 V @ 208 V 183-229 V @ 208 V 183-229 V @ 208 V N/A @ 208 V 211-264 V@240V 211 -264 VC 240V 211 -264 V @ 240 V 211 -264 V @ 240 V 244-305 V @ 277 V 244-305 V @ 277 V 244-305 V @ 277 V 244-305 V @ 277 V z AC Frequency:nominal range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 He 60 Hz/59.3-60.5 Hz x 3 Power Factor(Nominal) 0.99 0.99 0.99 0.99 � Peak Inverter Efficiency 96.8% 97.0% 97.1% 96.5% _ CEC Weighted Efficiency 95.5%9 208 V 95.5%0 208 V 95.5%0 208 V N/A@ 208 V 95.5%0240V 95.5%0240V 96.0%0240V 96.0%0240V - 95.5%@277V 96.0%0277V 96.0%@277V 96.0%@277V Dimensions;WxHxDininches 18.4 x24.1 x9.5 18.4 x24.1 x9.5 18.4 x24.1 x9.5 18.4 x24.1 x9.5 Weight/Shipping Weight _ 141 lbs/148 lbs 141 Iles/148 lbs 141 lbs/1481b3 1481b3/152 lbs Ambient Temperature Range -13 to 113°F -13 to 113°F -13 to 113°F. -13 to 113°F Power consumption at night 0.1 W 0.1 W 0.1 W 0.1 W R 'a Topology Low frequency transformer, Low frequency transformer, Low frequency transformer, Low frequency transformer z true sinewave true sinewave true sinewave hue sinewave Cooling Concept Optic..Ir^, OpflCOOITM, OptiCoolr'", OptiCaolry s forced active cooling forced active cooling forced active cooling forced active cooling Mounting Location:indoor outdoor(NEMA 3R) 0/0 0/0 - 0/0 0/0, , c LCD Display - • 0 • • Communication:RS485/wireless O/O O/O O/O O/O 3 Warranty:10 years/15 years/20 years •/O/O 0/0/0 0/0/0 0/0/0 a Compliance:IEEE-929,IEEE-1547,UL 1741, UL 1998,FCC Part 15 A&B •' • - Specifications for nominal conditions 0 Included O Optional _ NOTE:US inverters ship with gray lids. 0 Efficiency Curves c9z.��� ! Un-)10VX bdMNe F 1 =. n .I 3 g gy arm.. 50)EOaUS � ,r-��o..:�a Yrsr. �Ounmtlx�s°tl ,.-eN•rnm nSP» m 10.0 fO]O ]W0 SOW 60.tl IWO ���uuuu✓✓� I p„O PK(W)� Tel. +1 916 625 0870 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC �p .Y 9 � '=f. 4 fhy� >r� WN All FLAT JACK® M21 The TTi Flat Jack is the first solar roof mounting Flashed Composition Roof Bracket bracket certified by the International Code Council. Flat Jack®composition shingle roof mounts • Designed for mounting on pitched composite shingle roofs are a low-profile,fully flashed mounting bracket • Full flashing over roof penetrations for solar panel and other rooftop equipment o • Quick and simple installation. Up to 25 k faster than installation. This mounting system provides standard mounts positive water proofing, eliminating the need • Wind resistant to 130 MPH at IBC Exposure D for sealants. • 30% less expensive than competitive brackets • First-PV roof bracket to be [CC certified. • Extremely durable stainless steel bracket ,g LL" • All-weather galvanized steel with black powder coat finish • Minimal or no shingle cutting required • Can also be used to mount antennas, solar thermal, m flagpoles, air conditioners, etc. • Compatible with all common PV rail systems. • Patent Pending Order Flat Jacks T on-line at SB www.ttisolar.com Q: Can I use the Flat Jack®on any type of roof? A: The Flat Jack is specifically designed for use on composition shingle roof surfaces with a minimum and maximum slopes of 2:12 and 24:12 pitch. Q: Do I need to use any sealants? A: No special sealants are required when the Flat Jack is properly installed. Q: What can attach to the bracket? A: Although the Flat Jack is engineered for PV solar panel installation, anything that can attach to the 3/8-16 threaded stud can be mounted using the bracket. Most standard PV rail systems work well. Common installation applications include solar PV, solar hot water, antennas, flag poles and air conditioning units. Q: Where can I buy the Flat Jack? A: The Flat Jack is only sold through TTi Inc. It can easily be ordered online at www.ttisolar.com/products/flatjack or by calling 415-446-0103. Q: What type of lag bolts are required? A: The choice of lag bolts is entirely up to the installer depending on the roof structure and the location of the installation. TTi suggests using stainless steel lags; although, hot dip galvanized lags are acceptable. Q: What is the flashing and bracket made of? A: The bracket, washers and nut are stainless steel. The flashing is heavy gauge galvanized steel, powder coated with a black all-weather finish. Q: What is ICC certified? A: The International Code Council is an international engineering standard. The Flat Jacks are the first PV bracket to pass this rigorous materials, waterproofing and performance evaluation. For more information visit www.icc-es.org/reports/pdf—files/ICC-ES/ESR-1999.pdf "We pride ourselves on quality, aesthetics and performance. Using TTi Flat Jack and Flush Mount products gives us that edge. The biggest advantage is peace of mind from roof leaks with the TTi Flat Jack flashing System." x s —Roy Phillips, Real Goods/Marin Solar 6 • - 0 .,., Thonnpson Technology Uj keu Advancing Renewable Technology WEEB washer, Electrical Equipment Bond The WEEB line of products is designed to bond solar PV modules to mounting structures and create an electrical path to ground. WEEBs eliminate the need for older, more costly grounding methods and greatly reduce the amount of labor and materials used in installations. The innovative WEEB design removes the need to run ground wire to each individual module and eliminates the need for surface preparation on anodized aluminum components. To install, WEEBs are placed between PV modules and mounting rails at clamping points or at bolted connections. When anti-seize is applied and the hardware is tightened down to the appropriate torque spec, the WEEBs' specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. ®'� . 9 e • Material: 304 stainless steel • Listed to ANSI-UL 467 by Intertek ETL for use in Canada and the USA • Maximum electrical equipment ground conductor size when used with 2 WEEBs contacting each module in an assembly: 6 AWG • Outdoor rated Solar Module Frame Solar Module Frame WEEB DPF �..._�......'_. _:. WEEB 9.5 Mourning Rail Mounting Rail Contact us at: 845.247.4708 www.we-lic.com w k' i h TER U �1 t�. w e L� 'rn .Ultra Flexible Roof Tile Adhesive/Sealant Prevents Roof Leaks and Broken rile RAIN BUSTER ROOF TILE 1 SHINGLES I SHEET METAL 1 FLASHING 1 VENTS I GurrEns I TRIM I NEW cONSTRU0T10N 1 REPAIRS y Tk • ' aem,wnemgnow.cws • Roofs are on the front line in preventing water intrusion ► High-Grade Polyurethane Formulation karmacasev��ar and are subjected to the most extreme wind and weather xlvnp ooh noa9g ► Permanently Secures Roof Tile , conditions.To prevent roof damage and leaks, an adhesive/ IN- Non-Shrinking,Permanently Flexible nu ww;,ram. sealant must be a standout performer. RainBuster 850 anamaa W=l Ultra-Flexible Roof Tile Adhesive/Sealant is specified by ► w Resistant;Flexes to Prevent Broken Tiiles leading builders and trusted by quality-minded contractors lb- Withstands Extreme Wind,and Foot Traffic ard,pme vbd m to.prevent roof leaks. Unlike traditional roofing cements ►Seals Roofing Joints including Flashing and mastics, RainBuster 850 offers a high-grade polyurethane ► Withstands Extreme Weather&Temperature.+ formulation, permanent flexibility and powerful adhesion. ► Non-Sag to Prevent Tile Slip _ When used as a roof tile'adhesive, RainBuster 850 shines ►Adheres to Damp Surfaces as it flexes with hurricane force wind uplift,foot traffic,and ► Pairdable(See Painting Section) seismic activity to prevent broken tiles. When applied to ► Non-Flammable y flashing, vents and gutters, RainBuster 850 permanently ►VOC,CARB,and AOMDCompliant seals joints to effectively divert water away from the home. ► Lifetime Warranty o R Pie yFN The Ultimate Roof Tile Adhesive/Sealant � ' • •0 RAIN' Ultra Flexible Roof Tile F�E�QPRQ�FN Ov�t25yami j BUSTER Adhesive/Sealant Field Proven to Prevent Roof Leaks DESCRIPflOM TILE-TO-TILE BONDING RainBuster 850 Ultra-Flexible Roof Tile Adhesive/Sealant 'Pp ,4 r r k, f at •' �''r RalnBuster 850 Is ideal for adhering roof the-to- Is the high quality standard in the prevention of roof the in valley,ridge,hip,rake and general roof ale I leaks.its technologically advanced polyurethane formu iy " g r. ` -�" installation. Secures cut tiles when mechanical lation has been specifically designed to provide roofing �% -, ",' -fasteners cannot be used.RainBuster 850 provides application solutions. RainBuster 850 performs equally additional protection against wind uplift,seismic .. well when used as a file adhesive or as a sealant on .: activity, and tile damage. Prevents tile chatter. flashing,veins,and other roof penetrations.RainBuster RainBuster 850 seals nail entry•points created - - 850 is ideal for specifying as a multi-use roofing adhe- sive/sealant. it is ideal for both new construction and 1 stay bonded and prevent broken tile and roof leaks. - repairs. u. FLASHING LAP JOINTS *'' RainBuster 850 is ideal for sealing varied lap joints PACKAGIN1 SHELF LIFE&STORAGE ^i y �i = _ �' ,, whet two lengths of Bashing meet such as in valleys. • RainBuster 850 Ultra-Flexible Roof Tile Adhesive/ RainBuster 850 flexes to maintain a permanently Sealant is available In standard 300 ml cartridges , bonded watertight seal. For best results, apply a y, (packaged 24 per case) and 592 ml sausage tubes 'T continuous 1/2" bead to both the inside and outside of the joint.Tool the outside joint bead (packaged 12 per case).The shelf life is 12 months - yr r« . Store in a cool, dry place below 80°F for maximum as necessary (see application and tooling sec- shelf life. .*+fa, ,dons). Available in the multiple colors and - •� ' paintable(see painting section). AVAILABILITYAND COST ? t;: ROOF-TO-WALL FLASHINGS, RainBuster 850 Ultra-Flexible Roof Tile Adhesive/ RalnBuster 850 is ideal for use where flashing _ Sealant is competitively priced and widely available. terminates at walls and chimneys.RainBuster 850 Please contact Top Industrial,Inc.at 800-473-1617 or provides outstanding adhesion to bath metal and see WWW.tOpindustrlBLCOm for a supplier nearest you. s common exterior wall surfaces.RainBuster 850 .,- "* t flexes to maintain a watertight seal. For best AUIHORIZ477ONS 'Y` results, apply a continuous 1/2" bead to both Meets or exceeds: the Inside and outside of the joint.Tool the out- side joint bead as necessary (see application - ASTM C920Type S,Grade NS,Class 35,use Ni,A and M and tooling sections).Available In the multiple colors Federal Specification TT-S-002300(COM-NBS) and paintable(see painting section). Type II,Class A VENTS AND CHIMNEY CAPS_ Canadian Specification CAN/CGSB-19,13-M87 RainBuster 850 seals joints in vents,chimney caps �..,. and other roofing envelope penetrations.Also secures ENVIRONMENTALLY FRIENDLY vent structures to underlying bases.RalnBuster 850 • Qualifies far GEED Credit from U.S.Green Building . flexes to maintain a watertight seal.For best results, Council:1 pt E0 Credit 4.13 9 apply a continuous 1/2°bead to both the inside .. • Qualifies for NARB Green Build Credits: _ and outside of the joint.Tool the outside joint 5 pts Global Impact Credit 7.1.3 > bead as necessary (see application and tooling - t - sections). Available in the multiple colors and • VOC Compliant under AQMD and CARE paintable(sea painting section). . q LIFEWE WARRAMY guffaw Seals seams in guaers,gutter assemblies,and downspouts. e Top Industrial warrants this adhesive to perform as ConWasItIlm Roof Shftiglsm Adheres shingles and supplements mechanical fasteners. a described on its package and associated data sheet for Sky9ohik Permanently seals seams and fastener an"holes. a period of 100 years from the date of purchase.See next page for further warranty details. HVAL Supplements mechanical fasteners and seals seams.Can significantly reduce vibration noise. Undlu aymrentSeals tears in fee and underlayment Bridge entire tear and tool as necessary. Wet Smfaee teakRepa9:Atlheres to to damp surfaces.Remove standing water prior to application. 4 l • i/1 • £ aL J�.�i. '���} �., ��.�,.��hh��c'.�.- �r�i$�''� a �''"5,#. � a ..A�v ..R e'' ry .c•�....•'. APPLICATION.Easy to apply with conventional caulking equipment.Application temperature range:2OF—120F.If application air temperatures are below 40F,con- dition product at 70F prior to using for best results.Cut tip at a 45-degree angle.Location of cut will determine desired bead thickness.Puncture seal.Apply sealant to joint. Typically,minimum 3/8"-1/2"beads should he used for proper bonding and sealing.Fill joints in continuous beads from deepest point and avoid overlapping of sealant to prevent air entrapment.Adhesive/sealant should wet the joint wall surfaces.With lap joints,apply adhesive/sealant to both inside and outside of joint for best results. Adhesive/sealant provides 1-3 hour working time before skinning.Adhesivelsealant cures with exposure to normal atmospheric moisture with full cure in 1-3 days depending on humidity.May be used on damp surfaces;take steps to remove standing water.For best results,use opened cartridges and sausages the same day. APPROPRIATE SURFACE RainBuster 85o MAINTENANCE: No maintenance shoultl • When used with asphalt-based self- a appropriate for use in new construction be needed. if adhesivelsealant becomes adhered fleshings,user must determine and repairs on a wide range of common damaged,remove damaged portion.Clean suitability through field pretest See"Use roofing materials Including concrete, clay, surfaces in damaged area,and repair with With Asphalt"section for detailed slate, composition, fiber-cement, asphalt fresh RalnBustef 850. limitations. saturated shingles,masonry,mortar,metals Do not cure in presence of curing including galvanized, aluminum, and PRIMING PRIOR TO APPLICATION: silicone sealants.This may interfere copper, undedaymeln and felts, plastics Generally,priming is not required.If with RainBuster a5O's curing process. including PVC,vinyl,fiberglass,nails,and adhesion pretest is unacceptable,consult Avoid sealant contact with solvent wood. Top Industrial far recommendations. cleaners during cure.This may interfere with RainBuster 850's curing process. PREPARATION:For best adhesion results, APPLICATION OVER GLAZED, PRE- surfaces should be clean, and free from PAOITED, OR PRE4MRM SURFACES: PRECAUTION: Combustible vapor. dirt, dust, oils, release agents, standing Glazed, pre-painted and pre-primed Uncured sealant may cause allergic skin water,old sealants,or other contaminants- surfaces typically do not have the adhesive reaction and eye,skin and respiratory tract Dust and loose particles should be blown quality or flexibility of RainBuster 850 irritation. Keep away from sparks and off surfaces. adhesive/sealant Lack of adhesive/sealant flame.Avoid contact with eyes,skin and contact with raw substrate may inhibit clothing. Avoid prolonged exposure to Fm.D PRETEST:Due to the varied nature ability to maintain bond and seal. Glaze, vapors.Use only with adequate ventilation. of construction substrates, field-test paint or primer may pull away from raw Wear protective clothing during handling. adhesive/sealant on actual surfaces prior substrate with joint movement Wash thoroughly after handling.REN. eeKEEEPtOUT to beginning work.User must determine if erial results including adhesion are acceptable. USE WITH ASPHALT BASED SELF- safety data sheet before use(contact Top ADHERED FLASHING(AYLL SBS mOdf- Industrial or distributor). b Q ;y TOOLING:U mqulmd,imeng is recommended tied asphalt-& bthmlindus miatetlal): within 20 minutes after applicalton.Tooling When used appropriately,RainBuster 850 FOR CONSTRUCTION AND INDUSTRIAL should be done in one continuous stroke. can be used successfully with asphalt- USE BY QUALIFIED CRAFTSMAN. A /g, ' Techniques using solvents or soaps are not based flashings. Unlimited contact is ��1iYl�Ali. recommended. It masking, remove tape acceptable between adhesive/sealant FTRBT AID: If inhaled,remove to fresh air.immediately after tooling. and the permanent polyethylene/plastic- If breathing is difficult give oxygen and call BUSTER based facer side of sett-achered asphalt a physician. In case of Contact with CLEAN UP: Clean hands safely with fleshings.Steps must be taken to minimize uncured sealant, immediately flush eyes N•;w. RainBuster Top Towels (citrus wipes). contact with the adhesive side of asphalt with water for at least 15 minutes and - Mineral spirits and other commercial fleshings.Plasticizers in adhesive/sealant wash skin with soap and water after usingaoor solvents such as xylene, toluene, or may accelerate the normal moistening and RainBusterTop Towels(Citrus wipes).Call a methyl ethyl ketone(MEK) may be used softening of asphalt that occurs with heat. physictami1 irtflatign persists.See material raaimseaSasmxFc r, to clean up excess smears and tools.The Do not apply adhasive/sealant directly to safety data sheet for more detail. use of solvents maybe hazardous to your adhesive asphalt side of flashing.Do not r health.Keep away from open flame and apply adhesive side of asphalt flashing LIFETIME WARRANTY DETAILS: Top use In well-ventilated area. Follow directly over adhesive/sealant. Remove Industrial,Inc.warrants this sealanUatlhe- a w solvent manufacturer's Instructions. excess sealant prior to application of sive to perform as described on Its pack- Cured adhesivelsealant is difficult to adhesive asphalt side of flashing. User age and associated data sheet for a period remove and must be done so by abrasion must determine suitability though field of 100 years from the date of purchase. - or other mechanical means. pretest Consult Top Industrial for further Upon proof of purchase,Top Industrial's information. sole liability,expressed or implied,shall be PAINTING OVER RAIHBUSTER 850;For to replace sealantladhestve proven defec- best results,apply paint over RamBuster LIMIGIDONS: Suitability for each intended five and is limited to the stated selling 850 adhesive/sealant 72 hours after use must be determined by the user using price. This warranty is not transferable application' High quality 100% acrylic the information found in this data sheet and from the original purchaser. In no event paints and primers are recommended. an application pretest shall Top Industrial be liable for copse- Many roofing specific spray paints are quential or incidental damages, resulting • Not for use over standing surface water from the use of Its sealant an product s. ` acceptable. Avoid the use of oil base di paints as they may exhibit a slow/non- or surface frost curing condition when in contact with • Not designed to replace use of =+ adhesivelsealant. Paint when weather mechanical fasteners. and temperature conditions meet paint • Not for use where Subjected to constant manufacturer requirements. pre water immersion. test t determine for suitability of paint andnd When painted,user must process Is required. contractor must paint tlssuitability-ee"Painting"section for determine suitability. Consult Top d linfluffions. Industrial for further information. _ 4„ mono G � • ® � ® � � • ® III ® d The Ultimate - le IN BUSTER <<a� h����e� rBI�T R �a Sealant Ultra Flexible Roof Tile Adhesive/Sealant Prevents Roof Leaks and Broken 771e ROOF TILE I SHINGLES I SHEET METAL I FLASHING 1 VENTS I GUTTERS I TRIM I NEW CONSTRUCTION I REPAIRS r P91'Sl a/R WWM Skin Time..........................................................1-3 hours Cure Time................................... ...............1-3 days wy , Paintable.........................................Yes— See limitations Sagor Slump.........................................................:.None . ' ..;.. Clean-Up....................................................Citrus Cleaner Coral Terra Gotta Tan - Gray(Stone) Brown Black Shrinkage....................................................................Nil (Bronze) Chalking or Crazing......................................................Nil TYPICAL PERMINI INCECHAHACTEITISM After 7 days cure at 77 deg:F and 50%RH ". r _ Hardness(Shore A).....:...........................32 ASTM D 2240 -- 300 MIL CARTRIDGES Tensile Strength......................Up to 250 psi ASTM D 412 APPROXIMATE LINEAR FEET PER CARTRIDGE . Elongation...............1.........................1400%ASTM D 412- 6EAD WIDTH,INCHES Adhesion in Peel................................... .>33 piw _ 1/4" 3/8" - 1/2"; - 5/8" 3/4" 7/0" 1" .............::............................T-S-00230C/ASTM C 794 = 1/8" 49.6 33.1 24.8, 20.0 16.5 „ 14.2 12.4 Starr&Color Change............... .....None TT-S-00230C/ASTM C 510 oz 1/4" 24.8 20.0 . 12.4f 10.0 8.3. 7A 6.2 .............'.......................... . o � Ozone Resistance..:............................................Excellent z. 3/8" - — 11.0 8.3 6.6 5.5 4.7 4.1 Joint Movement Capability:........... ........... *35% 1/2" — 6.21 5.0 4.1 3.5 3.1 ASTM C719,73"F cure./730F cycling • W Resistance....................:...Excellent-ASTM C 793-75 Water Resistance........................:.......................Excellent BOWL T®BY: For more than 25 years, Top Industrial's RainBuster has been trusted to prevent leaks in the building jLbrand elope and squeaks in floor sWctures.Today that st runs deep-RainBuster is specified by the nation's leading builders and busted by scores of respected contractors. The reason for the trust is simple... RainBuster products and services outperform 2 N � vd�' other brands in preventing leak and squeak € b�Us4 related call-backs. e s g a onweah h of blausaclhtseRs floard OfIluilditti; Regulations and Smndards CITY of INILISSUIRISCIts Slate Building Codo.-780 CNIR SALT M Building Permit Application TO Consirtia. Repair, Rcilovali:Or Demolish a this Section For ofliciii use oil y Building Permit Number: Date Applied: —TiMiding 011191,11(Plin,�N-no Signature Dale Il Pull ,Udress- it rs 1.2 Assejsu ,%[Ap& Parcel Numbers 1.13 Is this an acre led street. es no Mars Number Vurccl NumbLir IJ Zoning Information; 1.4 Property Dimerl�slonjlL /.Illlillg�Dislrict limposed Ilse 1.5 Building Settimcks(a) Required Front Yard Provided Required Sidi?Yards. Provided Required liver Yard Provided 1.6 Water Supply:( U.40.§54) 1.7 Flood Zone information: 1.8 SewaEe DlapoSol System: Public 0 Private C3 zormi: Outside Flood Zu *I Municipal a on site disposal 3)Alvin a SECTION 2. PROPE RTYOWNERSHlpJ 2.1 Owners of Records If M AA Munt;(1-nuil kd wry No.and Street rwepticasq, Finall Address SECTION J. DESCRIPTION OF PROPOSED WORK'(check all that gpply) New Construction 17 Existing Building O Owner•Ueeupied.13 17Repairs1l;1 3 1 1 111111IN1111C),111) 0 Addition 0 Demolitions a Accessory Slory Bldg.C3 Number of Units— Other spvcity: \1 e ^I Brit Description of Pro 05 Work -TA r L 4 1-4-pa SECTION 4: ESTIMATED CONSTRUCTION COSTS hwn Estimated Costs: 1 Labor and Maitriall) Official Use Only I. Building S I Indicate how— fee is delcriviingd: 2. Mcirical S 0Standard City.-Tu%vn Appllcalion Fee S C3 T01,11 projectCost'i hens 6), multiplier 2. Other Fees: S- MV01.11lical IM 1,( 3 List: \1c%:I1jIIic.II IVIre hv.k Vii. heAA111......t: (3 P.iid in Full (3 outstanding 11.11.ulce Due. .) ROOF MOUNTED PHOTOVOLTAIC SYSTEM 6860 WATTS TOTAL SOLAR ARRAY: ROOF MOUNTED 28 BOSCH SOLAR MODULES C-SI M 601 NA30119-245WP REQUIRED SIGNAGE: VICINITY MAP Z SHED / \ 2011 NEC Codes,Article 690 a 5- b pDOJ<s CPs�ep V c;� T ISCONNE PHOTOVOLTAICCT SYSTEM F- to uaj� wx S CALE: 20' ,rye DUAL POWER-SUPPLY N c PNJTo'rzATNO AG OPCPNOECT O GPEPATIIP VOLTACt] VOLT' O Cl rich[yV p/a LABEL:(D 5 n JOB-SITE 4J� A002 / U 2 CJ JO O¢'. PHOTOVOLTAIC OC DISCONNECT Z W QP / ow=arms "O'LL :n:nxr"s mo JZLA'incv:+race Y Q z rn S.F.R. ivrwLTwe �s'tervJ�s erPEL char.cuxnEr.T :c mnml,. � W pJ 4 10 2` 7 ASPHALT ROOF TYP. / LABEL'.Qa z a.W LL L \�`' Pryj / -ELECTRIC SHOCK HAZARD W Q EL- WARNING Q Vj f� / [U,IJitOVCN TOAND1 C C /' iL9l:INPL^Gtl tOTl'LIIIE n,:D LCRD 6IDE = C Q O 'L / /` AV.V B[EI:EavIZ[DIr10PEI1rciIt:GI V W a � 'xT cj'OV LOCATION OF INVERTS i LABEL:OS J Z 2 EO LOC..".NITOR.AC� p y (y F— DISCONNECTEIAAIH �� i WARNING-ELWTRIC SHOCK WIZARD wO Z) SERVICE PANEL SEE L O IE AcxounD TAULTmImc2TED N C) SO I teeN nIE BtOURGOEL I10 evwuou7oR= rn / DETAIL �. Nn'leLi:I1EFG4'EO FIIDU::iROUI:DEO Jy- IUGTE. LL µI1ELp TD of[OLTEDOR RNEIEUI NPTVEEnERp / PROPOSED OROSCHSOLAR DETAIL 1 : / IAODNLESCSI IJEO,NA:OIIDdAAM z ON INt PARALLEL STRINGS OF 14 Q }m SO MODULES IAOUNTED TO ASP14LLT U) Q r- N INVERTER,AC DISC., LOCUS MONITOR r DRIVEWAY % ROOF USING TTI FLAT JACKS. Z 2�CD DO UTILITY METER LOCATED OUTSIDE TO ARRAY / E ryo Jwu y O r. U �^ "v u LU Mgr ❑ 0� - 7 js / O z4S O DISC. O © , P u u tq D. PRMETERON OO O 100 RAMPMAI OS OE p SERVICE a PANEL s Ie q aw [I:IiA DWG. NO: IN-f 001699 ® DETAIL 2: SITE PLAN �� %;6 DRAWNBY: Locus MAIN SERVICE PANEL SCALE: 1"=20' i��- ll B. VITALE PR LOCUS u t l MONITOR LOCATED IN HOME - rr�' DATE: 10-05-2012 CONDENSED SINGLE LINE DIAGRAM 6860 WATTS TOTAL SOLAR ARRAY;ROOF MOUNTED 26 BOSCH SOLAR MODULES C-SI M 60 J NA30119-245WP m0 III AWGUSEI PANEL — J Q j j SUPPLY-=1DE TAPQ OUTPUT CABLE (DiF- J W W • / G.VAR5D D222NRB 6)A 240ALOCKABLE 12^.Ir soLAOEc% _r� SCALE'. FUSED KNIFE BLADE JUCONDU T TRANSITION, FOR WIRE NONE / AC DISCONNECT WMBA FUSER CONDUIT iPAN61LION, SMA S86000 US rAOUNTED ON P.00F INVERTER N ICT 25.00 AIAP MAX(AG) I NOV AFFIX VWELS: -- N10 AWG SOLID COPPER DO 1 385 - O GROUND NPRE(T(PJ _ .z Ijj U Z 0 (C) > 7 O y >QZm c CATS EHTER14ET LINE C w UU -j _. TO CUSTOMER'S POUTER _..\ l.. o! ..Treun �" X1O AIW THHN IN 314" , 1E1 ID0A 240VAC FUNCO PO ENITIFLEXINIUID Z LL . E)INA240EF -`�r-'�EOUIPIAEOrGROUND STflIKGU1fi2=141A000LES,VAF;FD61N SERIES AS SHOWN —U6 AWG THHN IN 3IA"� BDSC CC HSOLAR IAODULES C4iII,3 GO—.N9.215WP F-� Z O EIATIFLES W1tl10 1 5 V0C=521.15 VOLi5 DCi ISC=RCOA AFFIX EASELS EQUIPMENTWl6I GROUND VPIAAX=425.04 VOLTS OC I IPMAX=0.61A CD 3: a m I2(< UNDER ITO CONDITIONS W GO LOCUS ENERGY (STRINGRATING MAXVOLTAGE CORRECTION FACTOR J z = (O L-GATE lGiE 12176VA 1,14=594,83V N M F O 1 MONITOR `ON Q O � p) m SO n °- IODA.240VAc MAIN SERVICE PANEL -J ARRAY N: (SINGLE PHASE 5'STEIN 2G BOSCH SOLAR MODULES CSI IA GO tJA30119 NAWP IN 2 PARALLEL STRI NOS OF 14 MODULES Z pN IPHAX-BABAX2X1.25=3030AIVPI,lkK IO.3GVX14XL25=531JOV ISC-6.G1X2X15G=26.B6AIVOC-3T.2IVX14%1,14=59463V O} m N Q UI:AN'G IN 1l2"EIAT!Rc%_..I U r DO --1 VOLTAGE CORRECTION FACTOR: G90.T(A) C) J ARRAY A:5211E VOC X 1.14=59493 VOC 0 (n d VOLTAGE LORRErTIONFACTOR STRING VIRE'.AID AWG USE-2 310.I5IS C) 6910.31 ARI QSUPPLVSIOE TAP.THE OUTPUT WRING FROM THE 69064(a) BASED FROM IUHRFE DATA FROM MODULES TO JUNCTION BOX KIOAWG USE- IINERTERS IS ROUTED INTO THE ELECTRICAL SUPPLY ON THE (.01Axy25-0-1i"Cp I.114VOC STRING WIDE CAL0:8PBA X 1,66.1260A SUPPLY 510 E Of THE SERVICE DISCONNECTING"EA? AS [ 100 ]^ PERMITTED. DWG, NO: DO J BOX TO INVERTER:PIOAWG THNR12 310.15(SOL 690.31(A BI FROM TBOX TO INVERTER:91 DAVIS THWFI-2 RIGID,LISTED PVGSASEO CONDUR IS AN A.CCEPTABLEALTERNATIVE TO 001699 STRING WIRE CALC:BDBA X 166=12 60A EXPOSED EILT.SCHEDULE 10 PVC CONDUI F IS SUITABLE FOR USE WHERE 15 AMP STRING FUSES NOT EXPOSED TO PHYSICAL DANI:AE SCHEDULE 60 PVC 54ALL BE USED DRAWN BY: WHERE EXPOSED TO PHYSSCAL DAMAGE OR WITHIN 6 FEET OF OR ADS. AC OUTPUT DARES,INVERTER TO GOA LAPIN SERVICE PANEL 6908(3) ONLY METALLI C CONDUIT SHALL BE USED"FEW ROUTED INSIDE B.VITALE �31AA SUNNY NOY SBGDD-US-60001240=2i00A%1,25=31,25A BUILDINGS.EXPANSION JOINTS SHALL BE INSTALLED,AS NEEDED.PER NEC USE"AWG THWN CU STRANDED WIUIO EQUIPMENT GROUND III I35UY DATE; IN 3M FLAT FROM INVERTER TO LOAD CENTER 10-OS-2012 Kanayo Lala, P.E. .............10/31/2012 PROJECT: Hanson Residence 4 Witch Way,Salem,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Roof Rafters -existing 2X6@16"w/Ties 1x8 supporting shingled roof snow load+Solar Panels+Accessories LOADS: DEAD LOAD 21.00 PSF 30.26 PLF Ce= 1 CF= 1.00 SNOW LOAD 30.80 PSF 44.38 PLF Cq= 1 Cs= LIVE LOAD PSF 0.00 PLF qs= 18.4 Cd= 1.15 TOTAL LOAD 75 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.40 PSF POINT LOAD LBS FT Ra= 0 LBS 336 LB =TOTAL REACTION TRIBUTARY WIDTH 1.33 LF E= 1400000 PSI JOIST/GIRDER SPAN 9 LF Fb= 1006 PSI WIDTH- IN 1.50 SPF#2 5.5 IN = d Fv= 70 PSI ROOF PITCH- N :12= 5 Fc= 1100 PSI Fcp= 335 PSI MOMENT= 756 LB-FT MOMENT2= 0 LB-FT 7.6 =S provided OK S= 7.84 INA3 20.8 = I Deflection= 0.378 IN = L 285 For Total Load Required U180 Deflection2= 0.000 IN = L 480 For Live Load Required U240 Fcp'= 149 PSI OK 1.50 In Bearing Length Fv'= 122 PSI OK Provide collar ties x a a ra ers to match existing ties wl 6nai s a eac en . Existing 2x6 rafters w/ties are adequet in strength to support snow load at the current code and additional load of the solar panels and accessories as per the provisions of the current 780 CMR 51.00 Massachusetts Residential Code Amendments to 2009 International Existing Building Code section 404.1 -Installation of Additional Equipment, section 707.4-Exception 1 -Structural elements will not be increased by more than 5% of their original stress i.e. 45.8PSF total load vs.additional load of 2.3psf of the accessories. ♦tl Ur , Kanayo Lala x. cn=Kanayo Lala, o, ou, ,� xn 33)iDC f Isrig _email=kanayolala@gmaii.com, c=US — d�+ 2012.10.31 22:04:01 -04'00' Kanayo Lala, P.E. .............10/31/2012 PROJECT: Hanson Residence 4 Witch Way,Salem, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Roof Rafters -existing 2X6@16"w/Ties 1x8 supporting shingled roof snow load+Solar Panels+Accessories LOADS: DEAD LOAD 21.00 PSF 30.26 PLF Ce= 1 CF= 1.00 SNOW LOAD 30.80 PSF 44.38 PLF Cq= 1 Cs= LIVE LOAD PSF 0.00 PLF qs= 18.4 Cd= 1.15 TOTAL LOAD 75 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.40 PSF POINT LOAD LBS FT Ra= 0 LBS 336 LB =TOTAL REACTION TRIBUTARY WIDTH 1.33 LF E= 1400000 PSI JOIST/GIRDER SPAN 9 LF Fb= 1006 PSI WIDTH- IN 1.50 SPF#2 5.5 IN = d Fv= 70 PSI ROOF PITCH- N :12= 5 Fc= 1100 PSI Fcp= 335 PSI MOMENT= 756 LB-FT MOMENT2= 0 LB-FT 7.6 =S provided OK S= 7.84 INA3 20.8 = I Deflection= 0.378 IN = L 285 For Total Load Required U180 Deflection2= 0.000 IN = L 480 For Live Load Required LJ240 Fcp'= 149 PSI OK 1.50 In Bearing Length Fv'= 122 PSI OK row a co ar ties 1x8 at all rafters to match existing ties w nails at eac end. Existing 2x6 rafters w/ties are adequet in strength to support snow load at the current code and additional load of the solar panels and accessories as per the provisions of the current 780 CMR 51.00 Massachusetts Residential Code Amendments to 2009 International Existing Building Code section 404.1 -Installation of Additional Equipment, section 707.4-Exception 1 -Structural elements will not be increased by more than 5% of their original stress i.e. 45.8PSF total load vs. additional load of 2.3psf of the accessories. tN OF y.: Kanayo Lala cn=Kanayo Lala, o, ou, Na.33)lOC E IST lemail=kanayolala@gmail.com, c=US f, 2012.10.31 22:04:01 -04'00' l � I ST LIGHT ENERGY 160 RIVER VIEW WALTHAM MA Feb. 20 , 2013 To: Town of Salem Re: Cancelation of building and electrical permit For Robert Hanson 4 Witch way Salem, MA From: Greg Garzia. Jim Smally Title construction superintendent Title operations manger and master elic. Mobil office (781)609-8765. Cell (78t)9873031 To whom it may concern, This letter is written in regards to the Hanson residents and the request to pull both the building and electrical permit for a P.V. Solar system , due to cancelation between 1 st light and the homeowner at this time. Sincerelyyours, Greg G. & Jim S. r 4 WI-TCH WAY 440-13 GIS#: 2546 COMMONWEALTH OF MASSACHUSETTS Map 15 Block: CITY OF SALEM Lot: 0487 Category: SOLAR ARRAY £ permit# 440-13° BUILDING PERMIT Project# JS-2013-001574` ' Est. Cost: $34,178.00 Fee Charged: " $243.00 Balance Due: $:0o PERMISSION IS HEREBY GRANTED TO: Const Class: 2 Contractor: License: Expires: Use Group:: _ '+.r's",T IST LIGHT ENERY/Greg Garzia Lot Size(sq. ft.): 7299.7848 A ^Owner: HANSON ROBERT D, HANSON CORALIE G Zoning: RI ! Units Gamed:. !!;" Applicant: IST LIGHT ENERY/Greg Garzia Units Lost: JA 4 WITCH WAY Dig Safe#: ISSUED ON: 26 No° 2 2 "AMENDED ON: EMPIRES ON 26-Apr-7013 TO PERFORM T E FO LOWING WORK. INSTALL PV SYST M ON RO 'TOP PLEASE SEE PLANS ATTACIIED TO IT PLICATION jbh POST HIS CARD SO IT IS VISIBLE F M HE TREET Electric Ga PLumbintz ,f uildin2 Underground: Underground: Under ound: �// / Excavation: Service: Meter: Rough: Rough: Rough: Foundation: Final: Final: Final: Rough Frame: Fireplace/Chimney: D.P.W. Fire Health ,. Insul ion Meter: Oil: ((!! House# Smoke: J !1 C S T �/Y: Water: - SO ssor Sewer: Sprinklers: Final:: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UTe/'-4rcm--37--� OLATION OF ANY OF ITS RULES AND REGULATIONS. Signat — Fee Type: Receipt No: Date Paid; Check No: Amount BUILDING REC-2013-001694 26-Nov-12 1057 $243.00 R ANCA O ARRFlNGWNER QR CONTRACTOR PIIJ.ST E FOR o—F110 CIA<3P '(IOi.'>DU ;;NG CONSTRI!CTIOtd.GEE CURRENT BUILDING CODE CHAPTEr 1 FOR I!S7 OF REQUIRED!i�JSPECTiONS. CALL 97&67g-.h-641 TO SCHEDULE AN INSPECTION GeoTMS©2012 Des Lauriers Municipal Solutions,Inc e W91Q. �1 � � w - E�