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44 GALLOWS HILL RD - BUILDING INSPECTION The Commonwealth of Massachusetts CITY OF Board of Building Regulations and Standards SALEM IiY Massachusetts State Building Code,780 CMR ev8ed Mar 2011 Ut Building Permit Application To Construct,Re . Renovate Or olish a One-or 7)po-Family welling ., This Section For fI'icial Ilse Onl a ppQh Buildntg PemptNambar �- 'Date Building 0{fimal(PfintNeme) _,.. SECTION 1.SITE INFORMATION 1.1 ProPert�Addresls� n 1.2 Assessors Map&Parcel Numbers -r Rj1i /t� < Ma Nurobe Parcel Num ✓ Lle Is this an accepted street?yes no P Lq roperty Dimensions: 1.3 Zonhtglnformatiow ry RS G�r L Lo Area is u) Prontage(R) Zoning District Proposed Use 1.5 Building Setbacks 00 Rear Yard Side Yards Front Yard Provided Re ired Provided Required Provided qu Required IS Wb F Al 1.8 Sewage Disposal System: 1.6 Water Supply:(M.G.L a 40,§54) 1.7 Flood Zone outside Flood Z: Municipal l2;On site disposal system ❑ Zone: _ Outside Flood Zone? Public❑ Private❑ Check if — SECTION 2 PROPERTY OWNERSAII t 21 Osvuers of Record: � f22QA�lN6 �ol City,state,ZIP Name Print) l - �l�ry n/(� r i ..e.e /� Yd��ne Email Address No.and Street ' • :`SECTI0N,3:DESCRIPTION Or PROPOSED\yORK=.(check all tLat a t New Conslmction❑ Existing Buddutg❑ I Owiter Occupied ❑ Repairs(s) ❑ tion(s) ❑• Addition _ Demolition , brf s_ Other ❑ SpeciZfy�: ❑ Accessory BidS ❑ Ame o Unit Brief y Description of Proposed Rrork°:—,LA l S SECTION4:EST ATED..CONSTRUCTI tM ON COSTS; Estimated Costs: Official Use Only Item bor and Materials - -`- '1.Building S I Building Pcrrrut Fee:$ Indicate how determined:fee is eermined: D.Standard Citylrovn Application.Fee 2,Electrical S ❑Total Pro3ee[Case(hem 6)x mhittpl Ff x 3.Plumbing $ •2.;Other bees: 5,., 4.Mechanical (BVAC) S List: 5.Mechanicat (Fire S Total All Fees:S Suppression) !, Check No _Check Amount: Cash Amount 6.Total Project Cost: S a� �"! ❑Paid in FUII ❑Outstanding Balance Due, SECTION 5. CONSTRU.CMN SERVICES/ 5.1 Constructio .Supervisor Lfcciise(CSL) a'3 5 aPLP a Iyoo A, ^11 License Number Expim en Dak Name of CSL Holder _ _ List CSL Type(see below) Ll �ol-(Ae5 /LV 7/ T c't' Desenph4n ;. No.and Street ,/f ' W/ hm,/, /o n AG t Ol� U Unrestricted Family u el in 000 cu.R Restricted lA2 Fand( Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances T insulation Tele hone Email address D Demolition 5,2/ Registered Ho a Improyv�ement Contractor(HIC) 16, QAd I !Q 61 f1G7C7 y,NL HiCRegistradon Number Expiration Date HIC Company Name or xH��C Registrant Name No nd Street mail address eS�Oyk.N2a✓�,fn��nW� Ci /tow State ZIP Telephone SECTION 6:WRKERS'C014fP OENSATION,IN (hI SURANCE AFFIDAVIT G L,c.15.,,§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes.......... No...........❑ SECTIOA 7a:OWNER AUTHORMATIONTO BE COMPLETED\VIIEr\r 1 O%V 'S AGENT 0 CONTRAC'T—OR APPLIES FOR BUILDDVG PERMITNER 1,as Owner of the subject property,hereby authorize ,d ?VM Q-0— �NC to act op my behalf,in all matters relative to work authorized by this building permit application. Vs' Print i^ri twees Name(Electronic Signature) Date SECTION 713i.OWNERt OR AUTHORIZED AGENT DECLARATION -- I By entering my name below,I hereby attest under the pains and penalties of perjury that alt of the information I contained in this application is true and accurate to the best of my knowledge and understanddiing. Printwnei Osor Autlwrized Agent's Name(Electronic Signature) / 6 /Date `,'...'ROTES:' . . - l. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(Inc)Program),will not have access to the arbitration program or guaranty find under M.G.L.c.142A.Other important information on the HIC Program can be found at wvnv.masovloco Information on the Construction Supervisor License can b7basentent/attics, www.mass-Rov/dils 2. When substantial work is planned,provide the i-, motion below: Total floor area(sq.ft.) (including garage,finished ,decGross living area(sq.ft.) Habitable rooNumber of fireplaces Number of bedNumber of bathrooms Number of halType of heating system Number ofdeType of cooling system Encloseden 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" i U C N O E SJ Q E 0 LL F (7 N _ sbm schu+ttiv 7 Ott)artoli".nt of PuRrilc Safet M Bo ad 4F Buddm.r Retuf Itirnt and St mdartks O Constructlan Supervis& License m license: CS 939Fk3 O ReslfiC14 to, 01Y s ShiAWN P WOODBURN 11 DORCHESTER ST 1 - WILM11NGTON, FAA01087 I •.�i__G -es_- Expirat,on+ 515=12 r.... Ty*: 255422 ,.J 0 m N rn m. a 0 To: Page 4 of 6 2011-09-28 19:32:28(GMT) From:Astrum Solar Inc. ,Aug 12 11 11:52a MARY 781-270-6525 p.1 173 Cambridge StGuide-Cook eunin9ton,Mo.01803 781-270-6824 Insurance T81-270-6525fax Fax TO: 5 6l^ l t From: Fax: Y 9 - a r p Pages: Phone: Daft: RO: .fa7 1 6-� cc ❑ Urgent ❑ or Rejew ❑Please Comment ❑Please Reply ❑Please Reryele •Comments - To: Page 5 of 6 2011-09-28 19:32:28(GMT) From:Astrum Solar Inc. Aug 12 11 11:52a MARY 781-270-6525 p.2 DATE(MMSMOrrI Ai CERTIFICATE OF LIABILITY INSURANCE DanTrzD11 �'� INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS THIS CERTIFICATE IS ISSUED AS A MATTER OF CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INS URER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFIGATE HOLDER IMPORTANT: If the Certificate holder(s an ADD RED,oil INS the PDlicy(ies)must he endorsed. H SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificato holder in lieu of such endorsemerlt(s). =I�N� T PRODUCER 781-270-8824 FAX Ne.781-270-6525 Gulde-Cook Insurance AGency `` ---ss: guldecook@gmall.com INSURERS AFFORDING COVFAAGE NAICC R a:Travelers Insurance Co,INSURED R B:integrity Building and Remodeling,Shawn WoodburnR C: —kdbe R D: _ ---..2 Bryant Ave. ER E: _—_Haverhill MA 01835ERc. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWI7F.STANDING ANY REQUIREMENT,TERM OR CONDI'ITON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 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 POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. i I-------- �—: Cai E—FF PDUCY III UNITS TYPE OF INSURANCE 4 POLICY NUMBER MrNp p MMIO a GENERALLMBILI Y 73D9XZZ1 D326Y2D1103 Z6/2D12 EACH OCCURRENCE S 1 frill DAMPTiE TO RENT B 300,000 00 CON MEROALGENEfRA_LLIABILnY PRE S Ea ocmrtence t CIAWS-LIADE LI-1CCCUR I I PER ON(A& D peke) 5 1. mil PERSONAL flADV INJURY 5 1, ml GENERAL AGGREGATE f Pmll \'L ASu ZGATE UMn APPLES PER PRODJCTS-CCAIPfDP AeYa b Zmll PRO LOC POLICY c COMBINED SINGLE LIMT 'I--AVTCfE06LLE LIABILIN IkJ S ��ANY AUTO BODILY ODILY INJURY(Per Dii�arNJURY Iii-& b _AALL UTOS ALTOS ALTOECULED �FROPERtt DANIAG amaEntl S H`.IRFDAUTOS AUTObEO De exigent 3 UNBRELLA I-I OLCUR EACH OCCURRENCE S _ - ��E%LESS LIPB CVJMS_M?DJ I AGGREGATE $ b OED I I RETENTIONI WC STATU-WORKERS COMPENSATIONER AND EMPLOYERS LIABILITY YIN ANY PRI, ETDRiPAP.TNf R1EXECUTME EL.FAGI ACCIDENT S OFFI.ERTIEMBER EXCLUDEDi ❑ NIA 1Mandai.,1TNHI E' S _.DIEEAEE-E:.EMMOYE If yyes.tlesCUe unEa E.L.DISEASE-POLICY LIMIT 3 DESCRIPTION OF OPERATIONS Oe'.ov.' OCGCMP9ONDFOPEPATIONSILO TIONSIVEHICLES(Attach ACORD10I,Mdhlwal Remab SOMule,Hmonspewis raWireU) Notice will be provided with the policy provisions if a cancellation is pending within 10 days. CERTIFICATE HOLDER CANCELLATION t Jason Riley SHOULD ANYOFT14EABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Astrum Solar THE EXPIRJITICN DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 945 Concord St. Framingham, MA 01701 ADTNORUEDREPRESENTATI'd (EOP 988-2010 Adi CORPORATION. All rights reserved. ACORO 25(2010105) The ACORD name and logo are registered marks of ACORD To: Page 6 of 6 2011-09-28 19:32:28(GMT) From:Astrum Solar Inc. Aug 12 11 11:53a MARY 781-270-6525 p.3 PATE IMMIDD fr(Y) A o vR ® CERTIFICATE OF LIABILITY INSURANCE Dan212011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must De endorsed. If SUBROGATION IS WAIVED, subject to the terms and cendniony of the Policy,certain Policies may require an endorsement A statement on this certificate does not confer rights to me cartif eato holder in lieu of such endorsemeM{s). CONTACT PRODUCER NAME: PHONE 761-270-6824 PAX RIO No%781-270-652.5 Guide-Cook Iruurance AGBncy E-MAIL - uldecook mail.cdm 173 Cambridge St. ADDRESS: BUrlinglon,ma 01803 INSURERI5I AFFORDINOCOVERAGE NPICM INSURER A:GRANITE STATE INSURANCE CO - INSURED vas URER B: INTEGRITY BUILDING&RENtDDELING, Inc SHAWN WOODBURN DIBIA INSURER D. 2 BRYANT AVE - INSURER E: HAVERHILL MA 01835 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANQING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR - AOO—RDe� POLICYNUNBER M&CV EFF MPOMLOLY EEP�LIMITS TYPE OF I.NSUPANCE I m GENERALLIABILITY I EAGl1 OCCURRENCE E i DAME WREN D OOMMERC AL GEIIEFAL LNBILfrV PREsnls=_s Erc E LIED IXP(AY.P., n n^A perw'Ip 4 DLAINSIfADE CCCUR ( i PERSONAL aAOVIN:URV r IIII---��-I- GaNERK/.GGREGATE 5 3 N%ACr3'REGATE LIMIT APPL ES PER Is OP AGG E E POLICY �o LOC COMBINED SINOL--LIMIT AUTomoB1e UAOILnY Lniga=gerl $ BODILY NJORY(Fe'Person) I S _ANY A UTO ALL OWNED SCHEDJLEO BODILY INJURY(PArav dalll I E AUTOS AurrosPROPERT!DAI.IP.GE NON-O S NONKMEG LLPerax tlerrt! HIRED AUTOS AUTDS I g UMBRELLA LIAR OCCUR EACHO]CURRENCE t E%CE55 LIAO LLAIMB-MADE[ I AGGREGATE S Den P.ETENTICNE S WC STATU- OTH- AND FIMRS COMPENSATION I' ANDEMRSQUMr'LIA MLitt YIN i E.L EACIi ACCIDENT E 1OO.6CQ ;NY PROM ETOftPARTNERIE%ECUTPJE❑ N I A OFFICERMEMBER EXCLUDEDt E.'_.DISEASE-EA EIdPLOYE S SO0,0C'O [Mandatary in NH) 10D,000 'r ves,descrine and=r EL.DISEASE--CLICY LIMIT 13 DESCRIPTION CF OPERATIONS bI..1W DESCRIPTION Or OPERATIONS I LOCATIONS I UFHICLES IAH Ph ACORO 101,AddNbnel RenILkS Schedule,ff am Space is RQUIeE) CERTIFICATE HOLDER CANCELLATION JASON RILEY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION ASTRUM SOLAR ACCORDANCEE WTH HE POLICY PROVISIONSE THEREOF, NOTIC WILL. BE DELIVERED 1N 945 CONCORD STREET FRAMINGHAM, MA AUTHORdED REPREEENTATVE MARY BIAGIOTTI 01988-201 B ACORD CORPORATION. All rights reserved. ACO RD 25(2010105) The ACORD name and logo are registered marks of ACORD , ASTRUMSOLAR To Whom It May Concern, Please find enclosed a permit application for a residential, roof-mounted, grid-tied, solar pv system for the Mascovitz Residence located at 44 Gallows Hill Rd, Salem MA. If you have any questions or concerns' regarding its content please feel free to contact me directly 484-388-1478 or at don.cowan@astrumsolar.com Regards, Don Don Cowan Project Lead / IN ASTRUMSOLAWO �U 945 Concord Street Framingham, MA 01701 P: (484) 388-1478 F: (617) 249-0318 www.astrumsolar.com don.cowan@astrumsolar.com C t5l Office of Consumer Affairs and usiness Re�tllatzon ' 10 Park Plaza- Suite 5170 Roston,Massachusetts 02116 Home Improvementntactor Registration ..._.. Registration: 168228 Type: Private Corporation Expiration: `IM9=13 TrY 209147 ASTRUM SOLAR ]NC_ BEN DAVIS 8955 HENKELS LANE STE 508 `— ANNAPOLIS, MD 20701 Update Address and return=d_Mark reason for vLwge. I] Address Renewal ❑ Rmpl6ymeat Lost Card nPSG�l V SWhO<U6G10:21fi ' a- varlikep License or registration valid for iodividul use only HOME IMPROVEMENT CONTRACTOR before the expiration date..Iffouid return to: Registration: ;•16=8 TYpe: office of Consumer Affairs and Basiaess Regulation Expiration: ^tie 13 Private Corpomflon 10Park Plaza-Suite5170 v.'LZ- ..;,...o. Boston,MA 02116 . BEN DAVIS t ": �"�sK' ff 8955 HFNKELS LAV1,9'Fr'.50,8;_ti; ANNAPOLIS,MD 2RQT'-y_�:/�"� Un•`•,.,•� ry Not valid without sipatare CITY OF &U AI, N'IASSACHLSETTS BUILDING DEP3R-niviT • t 120 W ASHINGTON STREET,3'o FLOOR dj TEL (978)745-9595 FAX(978)740-9W KI,\tBERIEY DRISCOLL THOMAS ST.PIERRH MAYOR DIRECTOR OF PL;BLIC PROPERTY/HL'IIDLNG COM\DSStONER Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information y please Print Leeibiv Name IBus nessOrganizatioNlndividual): A-that tr A` :; ,u_ _LA![ Address://-/' �__.. Q7 //,, City/State/Zip: �NGTo%MiF�e3Cx�g Phone>/ f ' 38R —/40,P Are you an employer?Check the appropriate box: Type of project(required): i.�g I am a employer with IS 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).' have hired the sub-contractors 2_❑ I am a sole proprietor or partner- listed an the attached sheet.t 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9, J4 Building addition (No workers comp.insurance 5. ❑ We are a corporation and its required.) officers have exercised their 10.❑Electrical repairs oradditions 3.0 1 am a homeowner doing all work right of exemption per MGL I L❑Plumbing repairs or additions myself.[No workers'comp. c. 152,§1(4),and we have no 12.rs❑t��tt Roof repairs insurance required.)t employees.LNo workers' 13 LJ Other comp.insurance required,) •Any applirmt that checks brat#1 must also rill out the seviao below stowing their workers'campensuion policy information. *I imneuwners who submit this affidavit indicating"are doing all work and then hire outside commca is most submit a new affidavit indicating such =Cumlmetars that check this box most attached an additional shut showing the name of the subaronttactors and their workers'camp.policy infatmution. tam an employer that is providing workers'compensation insurance far my employees. Below is the policy and job site information. Insurance Company Name: le.2t tA`✓ Policy#or Self-ins..Lic.#: r�Z-i KS(, 0 b_ Expiration Date:! i ! ` Job Site Address: -4 Liy (�/40yj &L, to City/State/Zip: O.nt d-,1-1,4^ CitzQ6 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verification. l do hereby certify under the pains and penalties ofperjury that the information provided aak7Yve s true and correct Signature• t /�' hate: OJfcial use tvdy. Do not write in this area,to be completed by city or town oJrclat City or Town: PermidUcense It Issuing Authority(circle one): 1.Board or lleallh 2.Building Department 3.Cilyffown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other. Contact Person: Phone#: I ACORD CERTIFICATE OF LIABILITY INSURANCE VTYNKBUNT a/30/2D"1 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION LOCKTON COMPANIES, LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5847 SAN FELIPE, SUITE 320 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR HOUSTON, TX 77057 ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERAACE American Insurance Company INSPERITY, INC. 19001 CRESCENT SPRINGS DR INSURER B: KINGWOOD, TX 77339 INSURER C: -SEE BELOW INSURER D: INSURER E: COVERAGES 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 DOCUMENT WITH RESPECT TO WHICH 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 POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPEOFINSURANCE POLICY NUMBER DATE MMAX) DATE MMIDD LIMNS GENERAL U,U31LRY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES Eaowrreiue $ CLAIMS MADE ❑OCCUR MED EXP(Any we person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ POUCV PRO-cT LOC AUTOMOBILE LUIBILTTY COMBINED SINGLE LIMIT $ (Ea epcitlem) ANY AUTO ALL DINNED AUTOS BODILY INJURY $ (Perpmrs m) SCHEDULED AUTOS HIRED AUTOS BODILY INJURY $ (Per amdent) NON-OWNEDAUTOS PROPERTY DAMAGE $ (Per awtlent) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHERTHAN EA ACC $ q AUTOONLY: AGO $ EXCESSNMBRELLII LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ E DEDUCTIBLE f RETENTION $ $ A WORKERS COMPENSATION AND C46564674 02/01/2011 10/01/2011 X I TWO IMNS OR EMPLOYERS'LIABILITY EL.EACH AC CI DENT $ 1,000,000 ANY PROPRIETOR/PARTNEWEXECUTNE E OFFICER/MEMBER EXCLUDED? L DISEASE-FJ�EMPLOYEE S 1,000,000 If yes,tlesa3e untler EL DISEASE-POLICV LIMB S 1,000,000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCAUONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS • ASTRUM SOLAR, INC. (2906800) IS INCLUDED FOR COVERAGE THROUGH ENDORSEMENT FOR ALL EMPLOYEES UNDER CLIENT SERVICE AGREEMENT. CERTIFICATE HOLDER - CANCELLATION SHOULD nNY OF1HE ABOVE DESCROIED POLICD:s BE CANCELr cn BEFORETHE EXPBEATdI MlETf1EREOF,THE ISSUOIG QI$URER WRL EMDEAVORICI MNL SS DAYS WRITTEN NONCETG THE CERNFN:ATE HOIDHT MAMED TO THE LEFT,BUT F,,LNEETD OD SO SHALL DOSE NO OBLgATTON OR LNBRffY OF ANY qND UPONTNE NSUIffA.ITS AGENTS OR gFPitESEirtATiVES. Per Information Purposes Only 8955 Henkels Lane, Suite 408 AUTHORED REPRESENTATWE Annapolis Junction, NO 20701 -9 Page 1 of 1 ACORD 25(2001108) ©ACORD CORPORATION 1988 ASTRU-1 OP ID:SJ CERTIFICATE OF LIABILITY INSURANCE DATE 08/041110 Y) -• /11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER 410-433-3000 m=m Diversified Insurance 410-4333440 PHONE a No: Industries,Inc. No Ert: Suite 155 West,2 Hamill Road EAlAIL Baltimore,MD 21210-1873 ADOREss. Steven lC Johnston INSURERS)AFFORDING COVERAGE NAICA INSURER A:Ohio Casualty 14613 INSURED AStrUm$Oiar,Ina INSURER B:Cincinnati Insurance Co. 10677 8955 Henkels Lane Ste 508 INsuRERC: Annapolis Junction,MD 20701 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 DOCUMENT WITH RESPECT TO WHICH 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. KML U R POLICY EFF POUCY EXP ILM TYPEOFINSURANCE I POLICY NUMBER MMIO MMD LIMITS GENERA-LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CBP7044357 08101/11 08101/12 PREMISES Ea occurrence $ 300,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 10,00 PERSONAL B ADV INJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,006 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY PRO- LOC $ COMBINED SINGLE LIMIT 1,000,000 AUTOMOBILE LIABILITY fE.acatlertt $ B X ANY AUTO EBA0054872 12120/10 12120111 BODILY INJURY(Per Person) $ X ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNEDPROPERTY DAMAGE $ X HIRED AUTOS AUTOS Petaccident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,00 A EXCESS LIAB CLAIMS-MADE CBP70W57 08101/1/ 08101/12 AGGREGATE $ 10,000,00 DELI I X I RETENTION$ 10,000 $ WORNERa COMPENSATION gRY LI MS OER AND EMPLOYERS'LIABILITY YIN ANY PROPRIEfORIPARTNER/EXECUTIVE NIA EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) E.L DISEASE-EA EMPLOYE $ If yes.describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS bebw A Commercial Package CBP7044357 08101/11 08/01/12 BusPrsPrp on fit A Inland Marine CBP7044357 08101/11 08101112 ContrEqup on file DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(,uie h ACORD 101,Additional Remarks Schedule,N mare space is repuired) CERTIFICATE HOLDER CANCELLATION FORIN02 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Informational Purposes Only ACCORDANCE WITH THE POLICY PROVISIONS. XXXXXXX XXXXXX, MD XXXXX AUiHORQEO REPRESFMATrvE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Mascovitz Residence 5.28 kW Photovoltaic Solar Array 44 Gallows Hill Rd ti Salem, MA 01970 C x m , y •. .. -. - a F++�^��r'K4. '+4,r.. a. .x H 'se",2' „yl N w '.0 _ ., r r. , , s k➢s 00 •-� Roof Surface 1. �. +� . r - ( v .., � 7.�.-r-C'..+r:x' �., ., i$ T. ": �. .' Zr Oj O. Roof type:Asphalt Shingles - 3 a s�n ��^ a ,.:ee ti Pitch.:23a. . . .�,< _ s#v 1`kS G w ,a. " C N g N Azimuth: 1550- m ae a - p ?c #. y, O. #SolarWorld 240w panels:22 System Size: 5.28 kW 5 .' + t C Site Quality: 1013.(87%). ii O C a o LA _ >�, s-.. ':ar`. • ;: n �3�r a&d�e.^ cy g`s B. "IYYiY YY77 � Total System Size:5.2.8 kW B n s F' < :.#SolarWodd 240w panels:22 �; Site Quality:1013(8 I u C N C n O Site Diagram Displaying 22 Suntech 240 Black Solar Modules W a System AC Disconnect Will Be Located Next to Existing Utility Meter o 2 m LP 3 v7 D-1 Typical Section Description of Work 5.28 kW Photovoltaic Solar Array �HENO This solar installation is comprised of 22 Suntech 240 Black solar panels. The panels are mounted using the Unlra[ SolarMount aluminum rail to the building's 2"x 6"rafters,spaced at 16"oc.. Each solar panel is attached to an 0 rV Enphase M215-60-2LL-522 micro-inverter also mounted to the Unirac rail directly beneath the panel. ao`'E`' tEa N W CEP W The solar panels produce DC power when struck by sunlight. The DC power Is converted to 240 V AC power at the E*c *o `^'r micro-inverter. Micro-Inverters are connected In strings with a maximum number of 17 micro-inverters In each zEE w O E string.The wiring then runs to AC disconnects located outside the house near the utility meter and then Into a ¢.aov �otEa' _ Q waterproof junction ox for a _s 5Ee a QJ ide The power from the solar panel f ldss efrrom the junction box into the circuit breaker panel through the service G�oP����OEP U1 0 > cable and is then sent to any demands from other home loads on that circuit breaker panel. If the solar panels ooe 5O N Y c produce more power than Is used by the building,the excess power flows back Into the utility grid through a net +`+ CL O meter to be available for other power users. ¢ _ Horizontal Layout All metal parts including solar panel frames,micro-Inverters,and Unlrac rails are grounded using the manufacturer's recommended grounding method and W EEB technology along with p8 AW G grounding wire. The building was constructed In. CK o e a AWMINNM�_ J The system will produce approximately 5349 kWh of power per year. RACKING Pv PANEL 0 o �o sold Panel Layout u' Panel Dimensions 65.6 in x 39 in S stem Weight 1469 Ibs Q y g ROOF FLASHING/ �IAGSCREW- Panel Weight 43.7 Ibs System Distributed Load 3.8 psf SEE NOTE SUPPORT MEMBER,SEE NOTE 2 System Square Footage 391 sq It Roof Support 2"x 6"rafters Racking Weight 410 Ibs Point Load Spacing 4 ft Note 1:Use 5/16"x 4"Hex Head Stainless Steel Log Screws Micro-Inverter Weight 96.8 Members are Hem,Fir(North)allowing 235 lbs Note 2:Roof Support Members are the 2"x 6"rafters i per inch thread depth Variables-See Glossary of Terms for Load Calculations on Sheet SO-4 Load Combinations* h 1511 a 4 ft Pnet Downforce 5.9 psf D 1 D 2 D 3 Uplift v H 47 ft Wind Downforce 5.9 psf Pnet Uplift -26.9 psf Dead Load MPneto.0 3.8 2.3ksf U Roof Pitch Z3 degrees Wind Uplift -26.9 psf B 5.467 Snow Load 22.5 0.0 s v 90 mph Kzt 1 DWL** 4.4 -26.9 � oSnow Load 30 psf Exposure Category B TotalLoad 30.7 24.6Q Roof Zone 3 d 1 Distrib TL 83.9 67.4 o E 195 1 1 wMax 92 plf o E Max Span 5ft m Actual Span 4 ft v vL •Calculations for loads performed per attached SolarMount Code-Compliant Installation Manual 227.3 Rd 369lbs **DWL:Design Wind Load Ru 269lbs P D-2 ***Absolute values are indicated for the calculated quantities of P-Uplift and w-Uplift Required Thread Depth 1.15 in Actual Thread Depth 2.25 in E ipment Schedule TAG Description Part Number quantity Notes 1 PV Array N/A 2 One of 2 arrays is shown;Additional arrays follow same wiring to PV Load Center 2 Solar PV Module Pluto240-Wde 22 Total of 22 modules in system which are split into 2 arrays.Max of 17 per array. ti N 3DC/AC Inverter M215-60-2LL-522 22 Micro-Inverters are mounted under solar panels O N 4 Junction Box Canon 6 x 6 x4 PVC 1 Junction box groups multiple arrays.One is typical per continuous roof surface. N 5 PV Load Center 25 Amp Subpanel 1 25 Amp Main Breaker of PV Load Center serves as a system disconnect 00 6 Analog kWh meter Utility Grade Analog Meter 1 Included if project is in the State of PA,OH,NJ or NY n w 7 Disconnect Square D Cat.No.D222NRB typ 1 Visible Break Disconnect;Minimum of 60 Amps and sized according to system output O E 0 Existing CB Panel N/A N/A Sys[em will interconnected using a Llne Side Tap connection In the Waterproof 1-Box and not by v o- L y backfeedingthe existing circultbreaker panel. m vt d Electrical Diagram for Mascovitz °n o E o O1 2 3 4 5 6 7 0 c Existing g +y ti C O Home ¢ _ Circuit • • • Breaker r Panel Utility Net Meter PV Load — Center --- J-BOX Waterproof 1- Q Boz logo VE H 1 2 3 4 5 ¢ G 6 N GROUNDING ELECTRODE Conduit and Conductor Schedule a Description or Conductor Type Conductor Number of Conduit Type Conduit Size Notes Gauge Conductors 1 PV Wire 14 2(single) N/A N/A Solar Panel to inverter T m 2 PV Wire 14 3 N/A N/A Solar Array Inverters to J-Box Bare Copper Eq.Ground Conductor 8 1 N/A N/A Array rack bonding (U 3THWN-2 Insulated Copper Cond Transitioning from PV to Building Wires J-Box toJ-Box(if More than one array) THWN-2 Insulated Copper Grdg Cond 8 1 N/A N/A v, 4 THWN-2 Insulated Copper 10 6 J-Box to Solar PV Load Center = o . THWN-2 Insulated Copper Grounding 8 1 PVC Min 3/4" o 5 3 AWG Aluminum 3 1 N/A N/A Solar PV Load Center Disconnect to kWh Capper Grounding Electrode 6 1 Meter rn 6 3 AWG Aluminum 3 1 N/A N/A Junction box to home CB panel and to meter for line-side tap. D_� 7 Utilit Service Cable 4/0 SEU Typ 4/0 SEU Typ SEU Typ SEU Typ ExistingP service cable to net meter PV Module Ratings @ STC Inverter Ratings Sign for AC Disconnect_ Module Make Suntech Power Inverter Make Enphase Energy AC Output Current 24.2 A Module Model Pluto240-Wde Inverter Model M215-60-2LL-522 Nominal AC Voltage 240 V Max Point-Point Current(Imp) 8.11 Max DC Voltage Rating 45 V THIS PANEL FED BY TWO SOURCES(UTILITY AND Max Power-Point Voltage(Vmp) 29.6 Max Power @ 40 Degrees C 215 W N Open-Circuit Voltage(Voc) 36.9 Nominal AC Voltage 240/208 V SOLAR) N Short-Circuit Current(Isc) 8.46 Max AC Current 0.9 A oo Max Series Fuse(OCPD) 20 Max OCPD Rating 20 A rZ iu .93 Maximum Power(Pmax) 240 u a+ ~p E i VMacx V TYP 600V/DC) 600 a, o g oTemp Ceff a a, -0.314 0 of y c V1 L+ O E o' Notes for Array Circuit Wiring Notes for Inverter Circuits a c 0 1.Lowest expected ambient temperature based on ASHRAE minimum mean 1.If utility requires a visible-break switch,does this extreme dry bulb temperature for ASHRAE location most similar to installation switch meet the requirement?YES location.Lowest expected ambient temp is-14 degrees Celcius. 2.If generation meter required,does this meter socket meet the requirement?YES K 2.Highest expected ambient temperature based on ASHRAE minimum mean a extreme dry bulb temperature for ASHRAE location most similar to Installation 3.MC4 connectors are for AC load disconnects per 'J O location. Highest expected ambient temp Is 32 degrees Celcius. micro-inverter manufacturer. t^ Ewa :D 4.Size of Inverter output circuit(AC)conductors 3.Microinverters and solar panels are bonded to rails with WEEB grounding according to inverter 20 A OCPD ampere rating. Q devices S.System has a total of 2 strings of Enphase M215-60- 4.Rails are bonded with R8 Bare Solid Copper Wire.p8 Ground conductor is 2LL-S22 micro-inverters.Interconnection is between continuous from rooftop to ground at main panel.All splices of the ground are utility meter and the building's main CB panel. made with compression connectors. Glossary of Terms for Load Calculations h Building Height E Adjustment Factor for height as v H Building Least Horizontal determined from Table 4 of Unirac u c Roof Pitch Roof Pitch Installation Manual v V Basic Wind Speed as determined from Figure 1 of Unirac Installation Manual 1 Importance Factorof 1 for a single family Snow Load Snow Load residence W _ 3 a Roof Zone 3 as determined from Figure 2 of Unirac Installation Manual B Module length perpendicular to beams .> O � E Effective Roof Area Rd Point Load-Maximum Downforce 0 o Roof Zone Setback Length from Table 1 of Unirac Installation Manual Ru Point Load-Uplift v, vVv' 01 Pnet Downforce Net Design Wind Pressure as determined from Tables 2&3 of Unlrac Installation Manual Exposure B-Suburban single family dwelling v vm Pne Uplift Net Design Wind Pressure as determined from Tables 2&3 of Unirac Installation Manual Category Kzt Topographic Factor of 1 as Installatoln Is on ground with less than a 10%slope P D-4 ASTRUMSOLAR Supplementary Electrical Notes- 1. Per NEC 210.19A(1) FPN No.4, we will design the system with wire runs and lengths to maintain a voltage drop of 3%or less. Ampacities of conductors will be derated for number of conductors in conduits based on table 310.15(B)(2)(a). We will be breaking down the 22 panels into two circuits. Each circuit will run down to a subpanel and terminate in a 15 amp 2 pole breaker. Wire sizes derated for solar heat exposure per NEC. 2. The AC connector of each micro-inverter has been evaluated and approved for use as the AC load break disconnect as required by the NEC. Please refer to attachment from Enphase about the listing of their cable disconnecting means. SEE Enphase Installation Operations Manual pages it and 20. 3. Modules are held down mechanically to the racks,through the use of a WEEB clip. Modules are therefore effectively grounded through positive contact with the racks which are themselves grounded. Please refer to attachment labeled Grounding Modules for clarification. 4. The micro-inverters will be individually grounded, to the racks via WEEB-DMC clips. Inverters are grounded through positive contact w/the racks. SEE Enphase Grounding Washer Procedure. 5. Rack system will be grounded through use of listed copper lugs. #8 bare copper will be attached to this lug, and run uninterrupted to the second rack for the same group of panels. Grounding conductors for separate groups of panel/inverters are spliced inside weather proof junction boxes on the roof. Please refer to attachment labeled Equip Ground. 6. As allowed by NEC 2008, 690.47 we will use a combined grounding conductor for the DC and AC parts of the installation. Bonding connections are made as needed. 7. All strings will run to a 2 pole 15 Amp CB in a distribution panel mounted outside near the utility meter. The distribution panel main breaker will also serve as the AC disconnect. 8. The disconnects will be located outside, and they will be rated NEMA 3R. ASTRUMSOLAR General Wiring Requirements: 1. We use weather proof strain relief connectors (Arlington Industries NMUF series). 2. We do use expansion joints for PVC conduit runs of 20 feet or more on roof if both ends of the run are solidly secured to the roof. 3. All cables and grounding conductors are secured to the racking system using UV resistant, outdoors rated ties. All installed cables will be in conformance to 110.12 in workmanship. All connections are made per manufacturer's recommendations. Field installed connections and wiring conform to 690.32. ENPHASE MiCROINVERTER M215 U I „ 3. S 1 3 r enphase E N E, Rr=G Y F A ) r A h y t X vfa. The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway, and Enlighten, Enphase's monitoring and analysis software. - Maximum energy production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System availability greater than 99.8% R E i A s E [ - No single point of system failure SMART [ Quick & simple design, installation and management- 24/7 monitoring and analysis S A F E r - Low voltage DC L - Reduced fire risk SA® C us MICROINVERTER TECHNICAL DATA In D M251i0k-2LLLL 52221523 n;v tyf 'p x r Recommended maximum input power(STC) 260W Maximum input DC voltage 45V Peak power tracking range 22V-36V Operating range 16V-36V MinJMax.start voltage 26.4V/45V Max.DC short circuit current 15A Max.input current 10.5A Output Data (AC) @zoava� s �a4ova� Maximum output power 215W 215W Nominal output current 1.0 A* 0.9 A* Nominal voltage/range 208V/183V-229V 240W211 V-264V Extended voltage/range 208V/179V-232V 240V/206V-269V Nominal frequency/range 60.0/59.3-60.5 60.0/59.3-60.5 Extended frequency/range 60.0/59.2-60.6 60.0/59.2-60.6 Powerfactor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apealc,1.74ms duration .Arms at nominal voltage Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN 50530) 99.8% Dynamic MPPT efficiency(fast irradiation changes,reference EN 50530) 99.90/0 Nighttime power consumption 46mW Mechanical Data a �' Ambient temperature range -40°C to+65-C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 17.3 cm x 16A cm x 2.5 cm(6.8"x 6.45"x 1.0'1* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection-no fans Enclosure environmental rating Outdoor-NEMA6 - *without mounting bracket -.U7 - _-- . Features Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Compliance UL7741/IEEE1547,FCC Part 15 Class B CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. 05/17/2011 201 lst Street,Petaluma,CA 94952 877 797 4743 www em'hlse rom 9 Printed on 100 percent recycled paper. • . orma / , PLUT0240-Wde E MNSUNTECH Solar powering a green future'" 245 Watt POLYCRYSTALLINE SOLAR MODULE Suntech introduces the all new line of HiPerforma— modules,featuring our new Pluto'cells. Features High module conversion efficiency + (up to 14.8%),through superior cell technology and " leading manufacturing capability r. Positive tolerance Guaranteed positive tolerance 0/+5%ensures power ' output reliability Better energy harvest PDWer HiPerforma—modules have better kWh/kW ratio f' and produce 2-5%more electricity in the field f _ (depending on installation&weather conditions) t,.. Extended wind load and snow load tests Entire module certified to withstand extreme wind i.. (3800 Pascal)and snow loads(5400 Pascal) Excellent weak light performance N �» }'. Excellent performance under low light environments I: (mornings,evenings,and cloudy days) Certifications and standards: UL 1703,IEC 61215,IEC 67730,conformity to CE Suntech current sorting process I All Suntech modules sorted and packaged by c Sus ® C ' I r amperage,maximizing system output by reducing �l ` Ed mismatch losses by up to 2% Trust Suntech to Deliver Reliable Performance Over1Time Pluto Ce1FTechnology Key Features World's No.1 manufacturer of crystalline silicon photovoltaic modules Pluto cells enloyhigher'efficiency due to extra fine cell Unrivaled manufacturing capacity and world-class technology - fingers(-L3Opm)which-reduce surface shading and • Rigorous quality control meeting the highest international standards: .',, boost sunlight absorption into the cell - 150 9001:2008,ISO 14001:2004 and 1SOI7025:2005 - Z'`Pluto cells have high shunt resistance(Rsh)whitb "'._enhancesiow light performance �1?� r' t supenor Frame Design Industry-leading Warranty based on Pnom Based on nominal power(Pnom) d5peaally designed drainage - ;holes and rigid construction • 25 yeartransferrable power `��~ prevent frames from deforming. � output warranTy:Syears/9596; Screw less frame design for a - o ' 12 years/90% 18 years/85%,25 -- long term durability. x years/80% .. • Warrants 6.7916more power than Most Modem IP67 Rated ` ,a the market standard over 25 years- e Junction Box s 1 QYear material and woikmanship Supports any orientation - - warranty - installation:High.performance � low resistance connectors ensure • Please refer to Suntech Standard Module Installation Manual for details - maximum module power Output' •'Please refer to Suntech Product warranty for details -� ...:. for highest energy production. ®Copyright 20115untech Power - - EN-NA-PLU-Wde-NO2.01-Rev 2011 f / r • Electrical Characteristics a ,wnrnm,m: PL.UTO24s Wde PIATO240 Wde..'-, onMa eiwio Optimum Operating Voltage(Vmp) 29.8V 29.6V P..° xu°m 0pttmuin Operating Curent(Imp) 8.23A 8.11A Open Circuit Voltage(Voc) 372V 36.9V ....._................._............_......................................................._......................................................................._....................... r Short Circuit Current(Isc) 8.55A ... .... .. ... ...... ..8.46A Mau,Nn951°Is .................................................._.................. _......... a l ............ am • Maximum Power at STC(Pmax) 245W 240W L J Module Efficiency 14.8% 14.5% ............_-.............................. ................. OperatingModule Temperature -40'C to+85°C 7 ......................_ ... .........._.........._.._................._..._................ __......_....._...._, ............ ..._..... xar oes "s o Maximum5ystem Voltage 600V DC Nq/t000VDC(IEQ zpmY ............_...__...__.............................................._.._................_....................._...................._................_............-.................. (Back View) .Maximum Series Fuse Rating 20A Power-folerance 0/+5% STC(radiance torso W/m2,module temperature 2M AM-13 Best in Class AAA solar simulator(IEC 509049)used,power measurement uncertainty is within+/-3% NOCT -''PLU79245-Wde = PLUT0240.Wde . Front lew) Maximum Power at NOCT(Pmax) 180W 176W B 27.1 V 26.9 V Optimum O ratio Volta e(Vm ) Optimum Operating Current(Imp) Note:mm(in61 _...................................9__................._......__......_.._.....__........_........__. _..._.........._._..._.._...................... Open Circuit Volta e(Virc) 34.0V 33.9V ..............................._.........................-..........................................._.........................................-._............................................ Short Circuit Current(Isc) 6.92A 6.84A Current-Volta ge&Power-Voltage Curve(240 W) NOCT.Irradiance Son W/m',ambient temperature 20-C,AM=I 5,wind speed l m/s Best in Class AAA solar simulator BK 609W9)used,power measurement uncertainty is within+/-3% Mechanical Characteristics Solar Cell Polycrystalline 156 x 156 mm(6 inches) _ a ..............- _.. _ ................................._ _.... .__ __ ........... _ ............_. .................................... ......_......... ....._.............. .__ .._.................. a ,m3No.of Cells 60(6x10) !i ,N Dimensions 1665 x 991 x 50mm(65.6 x 39.0 x 2.0 inches) m \ Weight 19.8 logs(43.71bs.) ` Front Glass pe 9... ' 3.2 mm(0.131nches)tem red lass o s ,o Frame Black anodized aluminium alloy V°na9e(V) ..........._-..............._............................I.-............._....._..................._..._....._..............._.......__.._...................... ............._... Junction Box IP67 rated ...............___............. -.........................._................__....-........._...................................... .....__.............................._...... ..__m,wmm w,m —:mw UL4703,TUV(2Pfgll69:2007) ....... .............................. ...._._.._._.............._............. inte performance under weak light conditions:at an irradiationOutputCables 4.0 mm2(0.006 inches2),symmetrical lengths(-)1000 thS intensity t of 200 W/m2 (AM 15,25"Q,96%or higher of the TC men(39.4 inches)and(+)7000 men(39.4 inches) efficiency(1000 W/m2)is achieved Connectors H4 connectors(MC4 compatible) Temperature Characteristics Packing Configuration Nominal Operating Cell Temperature(NOR) 45±2"C ContamerM1 t, ZOGP•` 40'GP ...._........................................_............_................. .._.._........__._.._..._............_.._..._...._ Temperature Coefficient of Pmax -0.400%/°C Pieces per pallet 21 ` 21 Temperature Coefficient ofVoc 0.314%PC Pallets per container 6 28 ............ .....I......._ _ ....____._.. _.._..... .__.. ._.....___....... Temperature Coefficient of lsc 0.051%rC Pieces per container 126 588 Dealer information Specifications are snbjeat m change without further noticanon. • 2 F i Z' "Sys - ��� `L��S•p 4 k- ,, is J Y � 4 s ` I � I N� ON r 4 r• 1 7 x i o -� Pi461-1O51R-lcc ; 1 1 1 � ::sgilS,y wilinc,m��. f I- �1 AIUi�Lu rescrcCJ. I JJ gR UNIRA Unirac Code-Com IiantfnstallationManual SolarMount L Installer's Resp®nsWhies Please review this manual thoroughly before installing your S olarMount is Much more than a product. SolarMount system. ies a system of engineered components that can be assembled into a wide variety ofPv mounting structures.With This manual provides(1)supporting documentation for SolarMount yotf Ube able to solve virtually any PVmodule building perm it applications relating toUnirac'sSolarMoand mounting challenge. Universal PV Module Mounting system,and(2)p n8 assembly instructions for SolarMount IYs also a system of technical support:complete installation solarMount products,when installed in accordance with and code compliance documentation,an on-line SolarMount this bulletin,will be structurally adequate and will meet Bstimator,person-to-person customer service,and design assistance to help you solve the toughest challenges. the s tructurat requirements of the IBC 2009,ASCB 7-05 and Calf fornia Building Code 2010(collectively referred to This is why SolarMount ispV's most widely used mounting as"the Code").Unirac also provides a limited warranty on system. SolarMount products(page 26). The inst&ller is solely resvons�: o Complying with all applicable local or national building codes, including any that may supersede this manual; o Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; o Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); o Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; o Verifying the strength of any alternate mounting used in lieu of the lag screws; o Maintaining the waterproof integrity of the roof,including selection of appropriate flashing; o Ensuring safe installation of all electrical aspects of the PV array; o Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation.Parameters,such as snow loading,wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 i UniracCode-Coin liantlnstatiationUanuat OFUNIR ;C solarMount part ]L procedure to DtgterIIniI➢e the Design Wind IL®ad [1.,.] Using the simplified Method-ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method 1.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method)I from ASCE the International Building Code 2009..Forpurposesofthis 7-05.consultwith a licensed engineer if you want to use document,the values,equations and procedures used in this Method 11procedures. document reference ASCE7-o5,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures, please refer to ASCII 7.O5if components and cladding is: you have arty questions about the definitions or procedures pea(Psi)_ Kul psotso presented In this manual,Unfree uses Method 1,the Simplified Method,for calculating the Design Wind Load for paa(psfj—DestgnWindLoad pressures on components and cladding in this document. The method described In this document is valid for flush,no E]=adjastmentfactorfor budding height and exposure tategary tilt,SolarMount Series applications on either roofs orIvan$- . Flush is defined as panels Parallel to the surface(or with no Kt,=Topographicilactorat mean roofheighyh(ft) more than 3"difference between ends of assembly)with no more than 10"space between the roofsurface,and the bottom I=importance Factor of the PV panels. osure B,atheight pausa(Psi)=net design tvind pressureforBxp This method is not approved for open structure calculations. = Applications of Ntese procedures is subject to thefbIIotving 30fee4 I=1.0 . ASCS 7-05 limitations: 1.The budding height mustbe less than 60 feet,h<60. See xouwlllalso need to know the following Information: note for determining h in the next section, For installations ihelar est3sewndgrzstofwindin on structures greater than 60 feet,contact your local Unirac Basic Wind speed=V(mphL g Distributor. the last Soyears. 2.The building must be enclosed,not an open or partially h(ft)=total roofheightforf(at roof buildings or mean roof enclosed structure,for example a carport. heiglttforpitclted roof buildings 3.The building is regular shaped with no unusual geometrical irregularity in spatial form,for example a geodesic dome. Roof Pitch(degrees) 4.The building is not in an extreme geographic location such This manu al Will help you determine: as a narrow canyon or steep cliff, 5•The building has a flat or gable roof with a pitch less than 45 Effective WindArea(sf)=minvnum total continuous area of degrees or ahip roof with a pitch less than 27degrees. modules being Installed(Step 2), 6.if you r installation does not con for mtothesarequirements �ofZone=the area oftheroofyou are ins calling the pvsystem please contactyour local Uniracdistdbutororalocal according to Step 3. professionalengineer. If your installation is outside the United States or does not Roof Zone Dtmensiort=a(fT)(Srep 3) meet all of these limitations,consult a local professional engineer or your Iecalbuilding authority.Consult ASCE7-05 Exposure Category(Step 6) Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective WindArea broken into steps that include looking up several values in Determine the smallest area of continuous modules youuting different tables.Table 5 has been provided as aworksheet for be installing. This is the smallest area tributary (cothe following 9 steps(page 8) load)to a support or to a simple-span of tail.That area is the Effective Wind Area,the total area of the fewest number of modules on a run of rails.If the smallest area of continuo us . if less, Step 1:Determine Basic Wind Speed,V(mph) modules exceeds 100 sq ft,use 100 sq It(See Table 2) Determine the Basic Wind Speed,V(mph)byconsultingyour round down to values available in Tablet. local building department or locating your installation on the maps in Figure 1,page 4. 3 Solarmotlnt -9-HUNIRM UnlracCode-Com liautrnstallationManual 90(40) ✓ 100(45) s 110(4s) as mph (38 is 120(64) 90 mph (40 m/s) t 0 MP (40 m/s) 130(8a) 140(03) Mites per hour (meters persecond) 13003) Pigure I.Basic Wind Speeds.Adaptedand - 140(03) 140(63) _ appt(cabletoASC67-OS,Valuesarenom-lust 140(63) 160(M 1s0(87) des(gn34ecmtdgustwhtd speeds atssJeet �I special VMd Region aba0e gromdforBxposttst Categoryc. 801d0) 100(45) 130(68) 110(49)120(641 Step 31 DetertW116Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on n roof. Arrays maybe located in more than one roof zone. Using Table 1,determine the Roof Zone DimettslonLengd, q(fY),according to the width and it, of the building on which you are installing the pv system. Table I.Determine Roof/Wall Zone,dimension (a)according to buildingwidth and height a= 10 tal dimension or 0-4h,whichever Is smaller,but not less than either 40A of the le percent of the least horizon ast horizontal dimension or 3 it of the building. least Horizontal Dimension((t) Roo( Hefght(ft) 10 i5 20 25 30 40 50 60 70 80 90 I 155 1�0 i� 2a0 320 416 20 3 3 3 3 3 4 4 4 4 4 4 6 5 6 7 8 12 16 20 10 3 3 3 4 5 6 6 6 6 8 8 8 12 I6 20 15 3 3 5 6 7 8 8 0 8 3 3 3 3 4 8 9 10 10 l0 10 10 12 16 20 12, 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 3020 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 I7.5 20 20 20 20 3 3 3 3 3 4 8 9 10 12.5 15 17.5 20 24 24 24 60 50 3 3 3 3 3 4 5 67 Source:ASCEISEf 7-05,Minimum Design Loads for Buildings and Oilier StruGures,Chapter 6,Figure 6-3,p.41. I,- 4 UniracCode-Com liantfnstaliationManual EFUNIRA Solai'Mount Step 3:DeterroineRoofZone(continued) IlsfngRoof Zone DimetutonLsngth,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,tualt andtoofs Hlp Roof(7° <O S 27°),f Flat Roof -' Y y S� sIt -i �a ai Gable Roof(®S 7°) Gable Roof(7° < B S 450) 's s ' t is `—\s, ��f•Y r� �� .� t i. l §' ya a. ¢. a.. . ,a tie ❑ End Zones Corner Zones ❑ interior zones Roofs-Zone 3 Roofs-Zone Malls•Zone 4 Roofs-lone 2lWalls•Zone 5 Source:ASCOSEI 7.05, Minimum Design loads for Buildings and other structures,Chapter 6, p.41, pe,sogbf7 Bothdownforce and uplift pressures must beconsidered Step4:DeterraineNetDestgnWurdP+'�essur'e, in overall design. Refer to section II,Step 1 for applying Using the Effective Wind Area.(step2),RoofZoneLocation down force and uplift presstires.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),look up the toward the surface.Negative values are acting away from the appropriate NetDesign Wind Pressure in Table 2,page 6. Use surface. the Effective Wfnd Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 9,page 7. r 5 SolarMount 000U�IRA UniracCode-Com 1ianClnstaliationManLlai Table 2.paet3D(psi) Roof and Wall e wmemttavfw0 90 100 110 120 130 140 I50 170 EJLKere ZA+t and Dorn(wu Up4h Drmf«n UpSft Daxnforce Up"uk poxafwm VpTk Devnforce VpSfe Dux.(.- UpSh D.Wl- Ud'ft U Doxnfarve 1 10 5.9 -14.6 7.3 •18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 I 20 5,6 •14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11,6 -29.6 13A -34.4 15.4 •39.4 19.8 -50.7 1 50 5.1 -f 3.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 •33.2 14.1 -38.1 18.1 -48.9 1 100 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 .32.3 13.0 •37.0 16.7 47.6 2 f0 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -07.2 2 20 5.6 -21.8 6,9 .27.0 8.3 -32.6 9.9 .38.8 11.6 45,6 13.4 -52.9 15.4 •60.7 19.9 •78,0 M 0 2 50 5.1 -18.4 6.3 •22.7 7.6 -27.5 9.0 .32.7 10.6 -38.4 12.3 -44.5 14.1 •51.1 )8.1 - 5. •- 2 100 4.7 -15.8 5.8 -19.5 7.0 23.6 8.3 -28.1 9.8 -33.0 11.4 -30.2 13.0 43.9 16.7 -545.4 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -bS.A 12.4 .76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 .37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.A -73.6 15.4 -64.7 19.8 -108.7 3 100 4.7 -15.8 5.8 -19.5 7.0 •23.6 83 -28.1 98 -33,0 11.4 -38.2 13.0 43.9 16.7 -56.4 I 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 27.0 18.5 .31.4 213 -36.0 27.3 .46.3 -26.0 16,1 -302 IB-5 -34.6 23.1 -44.5.5 1 100 5.9 .12.1 7.3 .14.9 8.9 •I8.1 10,5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 433.2 2 20 7.7 .21A 9.4 26.4 11.4 -31.9 13.6 -38.0 16.0 •44.6 18.5 51,7 213 52.5 23.3.8 -67 6 . 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 .39.4 16.1 -45.7 18.5 5 . 2 .4 2 10,5 -30.3 12,4 -35.6 14.3 •4l.2 16.5 -47.3 21.1 -60.8 IOU 5.9 -17.0 7.3 -21.0 8.9 -25.5 � 3 10 8.4 -34.3 10.4 42.4 125 •51.3 14.9 -61.0 17.5 .71.6 203 -83.1 23.3 -95A AD -122.5 3 20 7.7 -32.1 9.4 .39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -I)4.5 3 100 5.9 26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 1b.5 •74.8 21.s -9640 I ID 13.3 -IA.b I6.5 -I8.0 19.9 •2E,8 23.7 -25.9 27.8 .30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 ! 20 13.0 -13.8 16.0 •17.1 19.4 20.7 23.0 -24,6 27.0 28.9 31.4 -33.5 36.0 -38.4 46.3 49.3 a 222.2 -22.8 26.0 -26,8 30.2 -31.1 34.6 1 50 12.5 -12.8 -35.7 44S •45.8 15.4 •15.9 18.6 -19.2 I so 12.1 -12.1 14.9 •14.9 18.1 -I8.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 2 10 13.3 -17.0 I6.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47-b -60.8 2 20 13.0 -16.3 I6.0 -20.1 19,4 -24.3 23.0 -29.0 27.0 -34,0 31.4 .39.4 36.0 -45.3 46.3 -58.1 ,D. 2 50 13.0 -I5.3 16.0 -18.1 19.4 -24.3 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 .54.6 2 so 12.1 -14.3 14.4 -18.9 18,1 -21.9 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 •52.0 3 20 13.0 -16.3 I6.0 20.01 19.4 24.3 230 -29.0 27.0 -34.0 31.4 -39.4 3&0 -45.3 463 -54.6 4.5 3 50 12.5 -153 15.4 -18.9 18.6 -27.9 22.2 -27.2 26.0 .32.0 30.2 .37.1 34.6 -42.5 43.2 -52.0 3 100 12.1 -14.6 14.9 -18.0 I8.1 -21,8 21.5 -25.9 25.2 -30A 29.3 -35.3 33.6 -40.5 43.2 -52.0 -0 10 14.6 -15.8 I8.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 .33.0 35.3 .38.2 40.5 -43.9 52.0 -56.4 4 20 14.6 -I5.1 17.2 -18.7 20.8 •22.6 24.7 -26.9 29.0 .31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 •21.3 23.2 -25.4 27.2 -29.8 31.6 .34.6 36.2 -39.7 46.6 -SI.D 4 100 12.4 -13.6 15.3 .16.8 18.5 -20A 22.D -24.2 25.9 -26.4 30.0 -33.0 34.4 -37.8 44.2 -48.6 -� 4 500 l0.9 .12.1 1314 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 •33.6 38.8 -93.2 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34,7 30.4 .40.7 35.3 47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 .38.0 33.7 -44.0 307 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31A -39,9 36.2 45.7 46.6 -58.7 30.0 -36.7 34.4 -42.1 442 -54.1 5 100 12.4 -15.1 15.3 -18,7 18.5 .22.6 22.0 -26.9 25.9 -31.6 5 500 10.9 .12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25,2 26.3 -29.3 30.2 -33.6 38.8 -43,2 Source:ASMSEI 7-05, Minimum Desim Loads for Buildings and Other Structures,Chopter b, Figure 6-3,p.42-43, 6 aCau N I RAC UrdracCode-COM liantInstallationManual oe SolarMount verhang Table 3.paetso(psf) Roof O Bo&%,rod Sp eed.r 00) f50 170 we 190 1A0 w dam 100 110 120 -58.3 -74.9 zme (•0 90 -31.3 _43.8 .49.9 .57.3 -73.6 -21.0 -25.9 -31.4 .36.7 43.0 •49.9 55.9 -71.8 2 10 -30.8 .48.7 rn -25.5 _42.0 -70.5 a 2 20 -20.6 -24.9 -30.1 -35.8 -41.2 -47.8 -54.9 2 50 -20.1 .29.5 -35.1 -123.4 -24.4 42.1 -83.7 -75.0 � 2 IDO -19�8 -51.6 •6I.5 -75.4 '96.8 n .42.7 -56.6 .65.7 41.8 3 !0 .21.6 40.5 48.3 -41.9 -48.1 +� -27.1 -21.5 -30.8 .20.1 .27.4 _35.2 0 3 20 -21.4 -25.9 _20.6 -23.9 0 3 5o .17.3 -14.8 -17.6 -96.9 -10.0 -12.2 .56.7 •65.7 .75.5 �° 3 100 .40.6 .48.3 -65.7 -75.5 '96.9 -21.2 .33.5 -48.3 .56.7 -75.5 .96.9 2 10 -33.5 -40.6 .56.7 -65.7 .96.9 Q' 20 -27.2 .40.6 -48.3 -65.7 -75.5 $�0 2 5o .27.2 -335 .40.6 .48.3 -56.7 -126.9 -163.0 n 2 100 -27.2 48.3 -81.2 -95.3 �A9.8 -114.5 -147.1 c 10 '45.7 -56.4 -73.3 .86.0 -98.1 -126.1 s+ 3 .41.2 -5019 -61.6 -62.8 -73.7 -85.5 .65.8 .110.1 n 3 20 -43.6 -52.8 -64.4 -74.7 3 100 •309 -38.1 .46.1 -54.9 -51.5 .59.8 .6615 85.5 g 10 .24.7 -30.5 36.8 42.6 -50.0 -58.0 -63.8 2 20 .24.0 -29.6 .34.3 -40.8 47.9 .55.6 -61.7 -79.3 y 2 50 -23.0 -28.4 .33.2 .39.5 -96.4 -88.1 -22.2 -27.4 .51.5 -59.8 -68.6 e 2 100 .36.9 -43.9 -58.0 -66.5 -85.5 30.5 _50.0 _82.0 $ 3 ID -24.7 -35.8 -42.6 ' .55.6 -63.6 -29.6 .47.9 -79.3 fit 3 20 -24.0 _28.4 -34.3 .39.5 .46.4 -53.8 -61.7 e 3 50 -23.0 _27.4 .33.2 -39,5 O 3 IOQ -22.2 Cha terA p.44. Source:ASCEJSEI 7.05,Minimum Qeaign toads(or8uildings and otherStructures, i' Step 5:IDeterrnine the Top ographfc Factor,lCat Svaruca RouctmTass e:has open terrain less[hart cat For the purposes of this ccde compliance document,the meaning, tered obstruct ionshhav'ngt ig tsgenat encylesst Topographicpactor,Ksr,is taken as equal to one(1), 30 feet. This category the installation is surroundedby level ground(less than 10'/0g grasslands,and slope), Iftheinstallation all water surfaces in hurricane prone isnotsunoundedby level ground, regions. please consult ASCE 7-05,Section 6•hfcpa d the IocalbulEding Sv�Aca Rovcrrtvass n:has flat,unobstmcted areas authority to determine theTopograp and water surfaces outside hurricane prone regions. This category includes smooth mud flats,salt flats,and Step 61 IDetertttiue osure Category fig,C,D) unbroken ice. �P the following Determine the pxposureCategoryby usfn g. es287-291forfurtherexplanationand definitions for Surface Roughness Categories, Also seeASCE7--o5 e s en"- firm your selection with the explanatoryp g 1'ireASC,/SRI 7.05 defines wind surface roughness localbuilding authority' categories as fORGIVS: Svnaeca Rouanrrnss e: is urban and suburban areas, ous closely wooded areas,or other terrain with numer spaced obstructions having the size of single family dwellings. 7 SolavMount O-UNIRAQ Tinirac Code-Com liantInstaliationManufd 17 for Roof Height 81 rileigivand Table4. AdjustmentFactor( ) Step 7:Determine adjusunantfactor f° Exposure Category posut•e category,A Ste 6)and the rocfheigh4 C .. A oouce Category( P exposure in N.Ns r�I g Usingthe&xp rheightand exp h-11M 01 121 1.47 h(rl),lookup the adjustmencfarmr fo 15 1.00 1.55 Table 4. 1.00 1.29 L61 20 100 1.35 1.66 25 1.00 1.40 Step 8:Determine the importance Factor,I ton 30 1,45 1.70 35 1.05 1.45 1.14 1.Table 6,page 9,using the 40 1.09 1.78 Determine if the installation is in a hurricane prone re 1 53 Look up the lmportancePauor, 112 181 description and thehurr[caneprone 4S 116 1.56 occupancy category 50 159 1.84 region status, se 1.19 1.87 60 1.22 1.62 Step9:CalculatetheDesignWindLoad,pnat(ps and other SFJ Multipiy the NetDesign Wind Pressltre,Pa0o(PsO(Step4)bY Source:ASCFIi,,, 6, , hllrum, p.44.vm gnr-°°dsjor8uirdings thaadjustmentfacroYforheightandexposure,0 (Step7),the svueums,r�°P�r6,Flgure6-0, p44. Topographic Factor,Kst(Ste 5),and the I p mportance Factor, a T (Step a using the following equation,orTable5Warksltaet. pnet(P5f)=OMPsaso Pact(Psf)=Desiga windLoad(IO Psf minimuno p=adjustment factor forheightand exposure category(step 7) K,t=Topographic Factor at mean roof height,it Ut)(Step 5) I,ImportanceFacror(Step 8) paaao(PSO=netdes4ntvindpressurefor]kposureB acheight 30,I=I (step 4) Use Table 5 below to calculate Design W indLoad. The Design Wind Load willbe used in Part II to select the appropriate 5olarMountSedes rail,railspan and foot spacing. In Part lI,useboth the positive(downforce)and the negative (uplift)results from this calculation. Components and Cladding Wind Load Caiculation:lBC 2009,ASCE 7-0u Table S.Worl<sheet for Comp u,a m 5)mMl MA. it Ib�etre nanatiu� h it Building Height degrees 6 Building,Least Horizontal Dimension I - Figure I Rcof Pitch mph Exposure Category V sf 2 BasicWtnd Speed - 3 Table I EffectivaWind Area it 3 Figure a Table 2,3 Roof Zone Setback Length psf 4 Pnet3o 5 Table 4 Roof Zone Location X Net Design Wind Pressure Ksr 8 TableS X Topographic Factor LA x q Adjustment factor for height and exposure category I �— psf Importance Factor Pnee Total DeslgnWlnd Load vn• 8 SolarMount UniracCode-Compliant Installation Manual 08°UUI1 RRAMC Table 6.Occupancy Category Importance Factor Naµi•dcmeprne(k;(rns VIM a,dNarJ•ms PrmeAeYms Huricane!'role Ae- wxh(hrcWidspeMV= Cmsx3h s1 avYCnY>j7'e� ' asffgmPh adR'm➢a Spee(V> oamphp5 Gte2^7 Wtegwy ersirdpsbn p'` ! Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life In the event of failure, Including,but limited to: All buildings and other I I II structures except those listed In Occupancy Categories I,III,and IV. Buildings and other Buildings where more than 300 people congregate 115 LIS structures that Schools with a capacity more than 250 III represent a substantial • Day Cares with a capacity more than 150 hazard to human life In Buildings for colleges with a capacity more than 500 the event of a(allure, Health Care facilities with a capacity more than 50 or Including,but not limited more resident patients w: Jells and Detention Facilities Power Generating Stations • Water and Sewage Treatment Facilities • Telecommunication Centers • Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having I.I 5 1.15 structures designated surgery or emergency treatment IV as essential facilities, Fire,rescue,ambulance and policestations including,but not limited Designated earthquake,hurricane,or other to: emergency shelters • Designated emergency preparedness communication, and operation centers • Power generating stations and other public utility facilities required in an emergency r Ancillary structures required for operation of Occupancy Category IV structures • Aviation control towers,air traffic control centers,and emergency aircraft hangars • Water storage facilities and pump structures required to maintain water pressure for fire suppression • Buildings and other structures having critical national defense functions Source: 18C 2009,Table 1604.5,Orcupancy Cmegary araulfd W and otherstrurtures,p.281;ASCFJSFJ 7-A Minimum Design 4oads for 8tiddings and Other Structures,Table 6.1, p.77 9 SolarMount SBoUNIR Q UnirticCOde-COMpHantfnstkilationManual Part 11. pirocedure to 5ellecl Ra" SPan and-Rangy Type [�,g,] Using Standard Beam Calculations, Structural Engineering Methodology The TotatDesigaload,p(pst)is determined usingASChe Snow The procedure to determine the Unirac SolarMount series 2A.1(ASD Method equations 3,5,6 and 7)by m Pa adding t,Step 9 rail type and rail span uses standard beam beam calcus and lations at ons Load',9(psO,Design Wind Load,pna(P5.0 structural engineering methodology. Id ipsj).Both Uplift and are based on a simplysupportedbeamcontinuousbeaignoring WadscicuatedinSte 9ofPartlmuadforteloadca Use the reductions allowed for supports of continuovsbeamsover P Total muItlpl,supports.Please refer to Part I for more information Table7tocalculatetheutevalueo the three ownfdcases. and the uplift case for sizing the nil.Use the u81te case the multipmcalculations,eqttationsandassumptions.ifbeams Use the maximum absolute valueofthetbreedownase only on ses are installed perpendicular to the eaves on a roof steeper thanits 30psf,then inglagbc in an area lanai with analysis Isrequired for sideeatrloading o th n folloall wing equations olrTable 7araues(Part LI, P the roof attachment and beam. S.OD+1.OS'(downforce case l) In using this document,obtaining correct results is p(ps downforce case 2) dependent upon the followings our local building p(psf)=1.OD+1.0pnet 1.obtain the SnmaLoad for your from p(Psf)=1.OD+0.75S'+0.75pna(downforce case 3) official. 2.obtain the Design WindLoad,pnec• See Part'(procedure u to Determine the Design Wind Load)for more information on p(psf)=O.BD+LOpnu(uplift) calculating the Design WindLood. 3.PleaseNvte:The termsn'I span and footing spacing D=Dead Load(psf) ment. See Figure 9 for S-Snow (psf) are interchangeable in this docu illustrations. ciftc pnu=Design Wind Load(psf)(Positivefvrdownforce,negative 4.To use Table 8 and Table 9 theDead Load foryour spe for vpirft) installation must be less than S psf,including modules and Unincrackingsystems. IfthelJeadLoadisgreaterthan5 The vm eadLoa D is5 s bas don market psf,see you,Uniaedistributor,alocelstmcturalengineeror r�e�a'dinternal data. contact Unirac. rise roof rocha ter7ofASCU7-05. The reduction isafunctionof f ThefollosvingprocedurewillguideyouinselectingaUnirac tSnow�oadlteducdon-Thesnowloadcanbereducedaccor according nil fora flush mount installation.Iewillalsohelpdetermine P osuraFactor,ImportanceFactorandThern""Factor. the design load ing imposed by the LinhaePVMounting sloe F.xp Assembly that the building structure must be capable of please refer toChapter7ofASCE7-O5for more information. supporting. step 1:IDeterminetheTota0esigrtLoad, Figure s.Rail span andfootirrg .,� spacingtve interahatrgea6k. Rails Mot" modules must becenteredsynunetricaliyon the rails(+/-2*),as sitotvrt inFigure 3• Ay 10 UniracCode-CompliantlnstallationManual d-OUNIRA SolarMotlnt � Table 7. ASCE 7ASD Load Combinations eae� vu Dcarytlw YeriA.F awm(erce rwel evenforta[a.e2 1.0x 1.0x 0.6x PSI Dead Load D Lox 0.75 x + psf Snow Load S LOX + 1.0 x + 0.75 x + 1.0 x - p sf Design Wind Load Pnet Psi -rotal Design Load P Note:Table to be filled out or attached for evaluation. istributedLoadontheraiG Step 3:Determine Rail Sp2an/L•FootS.pacing Step2tDeterminetheD Using the distributed load,IV,from part II,step 2,look up the w(PID allowable spans,L,for each Unfree mil type,SolarN011nt(SM) Determino the Distributed Load,IV(piip,by multiplying the arid SolarbIount Heavy Duty(IID), module length,B(t),by the Total Design Load,P(pry and divldIngby two.Use the Inas[mum absolute value of the three TheLFootSolarMount5eriesRailSpanTableusesasingle downforce cases and the Uplift Case. We assume each module �eL-foot ntSeriesRaihe roof, or stand-off. Pleasemferto is supported by two tells. tv=PB/2 the Pert III for more installation information. ry=Distributed Load(pounds per iinearfoot,Plf) E=Module length Perpendicular to Rails(f t) P=Total Design pressure(pounds per square foo5 Psf) Table B.L-Foot SolarMount Series Rail Span sM.SalarMount HD-solarMaunt Heavy Duty pwvn<a wee e�ucerer Span Iry 20 25 30 40 50 60 80 100 120 SK SM SH SM 9M sM SM 2 sM sM Sri sM sM sM SM sM SM SM sM sM HD HD HD sM 2.5 SM sM SM SM sM HD HD HO HD HD- 3 sM sM sM SM Sri SM SP1 SM sm Sri SM sM HD HD HD HD 3.5 5M sM SM sM sM SM 6M sM 4 sM sM SM SM SM sM sM sM SM HD HD HD HD 4.5 sM sM SM sM SPI sM SM SM HD HD HD 5 SM sM sM sM SM SM sM sM HD HD HD 55 SM SM sM SM sM sM SM HD HD HD 6 sM SM Sri SM SM sM SM HD HD 6.5 sM 5M sM SM sM sM sit HD HD 7 SM sM SM sM sM SM HD 7.5 SM sM sM SM sM SM HD HD B SM SM SM SM sM HD HD as Sri5t4 SM sM 9 SM SM SM SM HD HD HD 9S SM SM SM st4 HD HD HD i0 sM sM sM HD HD HD HD 10.5 sM sM sM HD HD HD II sM SM HD HD HD HD II.s sM HD HD HD HD HD 12 sM HD HD - HD HD HD �1 SolarMount OUNIR (� UniracCode-CompiianthistuiiationMaatnu ; steps:Determine the Doivnforce Point Load,R(lbs), step 4:Select Rail Type at each connection based on rail span Selecting a span and nil type affects the priceofyour when designing the Unirac Plush Mount installation,you installation. Longer spans produce fewerwall or roof must consider the downforce Point Load,R(lbs)On the roof penetrations.However,longer spans create higher pal ntload structure. forces on thebuilding structure. A point load force is the ce,PoincLoad,R(lbs),isdeterminedby amount of force transferred to the building structure TheDure.forctureateach multiplying the Total DesignLoad,,P(ps))(Step 1)by the Rail connection. art 100(Step 9)and the Module Length perpendicular to It is the installers resoonsiblll' toto veil th t itdin¢ the Rails,B( divided by two. structure{s strop¢enou h to sr n rttlte point load forces. R(lbs)=PLB12 R=PointLoad pbs) p=Total Design Load(psfl L=Rail Span(R) B=Module Length Perpendicular to Rails(ft) It is the installer's respons ibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Table 10,f)ownforce Point Load Calculation psf Step l Total Design Load(downforce)(max of case 1,2 or 3): PB x it Module length perpendicular to rails: L x it Step Rail Span: f2 R lbs Downforce Point Load: rn 12 aUNIRAC nuR UniracCod -CD7 ltanttstMa Th SolarMo»nt e the Uplift point Load,R fibs),at . Step 6:Determitt eachcoltneetlonbasedo StfHP i tLoad,R(lhs),to You must also consider rite bolt attachment to the roof determine the required lag (building)structure. I Table 1 1.Uplift Point Load Calculation psf Step fc p X step 4 Toml Design Load(up li(t) B ftL Module length perpendicular to tells: 12 Rail Span: Ibis ft Uplift Point Load: bolt Use Table 12 to select a l to �bs In typical roof lumber(Ai size and embedment depth acites( ) satisfy your Uplift point Load 7able12.LaSpa1lout(wlthdraw�caP Logsaasys� porce,R(, requirements Divide the uplift polntload(from Spediic s/e-shai Table 11)by the withdrawal graety per ind+th'we"i pth capacity in the 2nd column of ches 0.50 f, ededtthread 266 of 5/16 Wboltembd ct he to era Douglas Fir,Larch 235 , depth needed other than 0.46 uplift force.If other than lag Douglas Fir South bolt Is used(aswith s concrete Engelmann Spruce,LodgepalePhto 0.46 235 I Or Stee�,consult fastener mfr t documentation. (i4SR 1650 f o.higher) 0.43 1 212 Hem,Fir,Redwood(doso grain) 235 It is the installer's responsib tY o.46 Thread North) toverifirthatthedIsubstructure Hem�Fir( 0.55 707 depth and attachment met hoort the 205 strong enough to supp southern Pine 0.42 point loads calculated Fir maxlmumt Stop 5 and Step 6- spruce,Pine. according Suce,Pi as,Fir het. p,50 266 �pr f2 rnllllon psi and higdes of MSR and MEL) 5ources:AmerlcanWooti Coundt NDS 2005,Tab1c!I.YA,11.32A. Thread must be embedded in the side grain of a rafter or other stmatnml member Imegral xfth the Notes:(I) a stmcturef o,o+nber. building structure. IG bojt stze (2)Lag bolts most be located in the in netvalidjbiate terihud°f sot carttact a local engineer to sped(f/ g (3)These wineso are f huluda sbeor,epadves. irneres Y (4)This table does n u5C'1 ace no gap)•Do not over4inque.. v,ith regard to shear f ush to mr( ( ii d a Ocabta adJumment(actors I( (5)Insta��lag bolls vrith head and smshe1Y onnecdnns shoo be muhtp VJa dfapnsuucdon. (6)W bdmwo7 design values(or fag necessary.See Tabte f 0.3.1 in EheAmedc°uW°0d�0nndl NDS fa SQ¢1'K• ns. +Use flat vmshers VA log 13 8FUNIRAC Unirac Cade-Co tiantlustailationMattuai SolarMount part 111. Installing SolarMount The Unirac Code-Compliant Installation Instructions support applications forbuilding permits for photovoltaic arrays using Unirac.PV module mounting systems. This manual, SolarMount Planning and Assembly,governs installations using the SolarMount and SolarMountED (Heavy Duty) systems. [3.1.1 SolarMount rail components e� x� 0 a rrl 'l i Figure 4.SolerMoantstandard rail components. ®.RaR—SupportsPVmodules. Usetwoperrowof - lock washer for attacbingL460t. Fiashings:Useoneper standoff. Unirac offers appropriate flashings for both modules. Aluminum extrusion,anodized. standoff types. esEandoffthatdoesnot Note:There is also a flange typ Rail splice—Joins and aligns rail sections into single require and-foot. length of rail. It can form either a rigid or thermal Aluminum two-piece standoff(optional)(4"and 7") — expansion joint,8 inches long,predrilled. Aluminum Duse one per L-foot. Two-piece:Aluminum extension,anodized. includes _ 3/8"x3/4'serated flange bolt wi with ' washer for attaching L-foot,and two 5/16"lag bolts. QSelf-drlRingscrew—(No.IOx3/4) —Use4perrigid splice or2 perexpansionjoint. Galvanizedsteel. Lag screw forL-foot(5/16")—Attaches standoff to ,�f rafter. q L-foot—Use to secure rails either through roofing Top Mounting Clamps material to building structure or standoffs. Refer to loading tables for spacing.Note:Please contact Unirac IN MountingGrmmdingClipsandLugs for use and specification of double L-foot. . Q) L-foot bolt(3/8" x'/a) —Use one per L-foot to secure rail to L-foot. Stainless steel. installer rewfosuPpIle -root—Attaches - Lag screw for t-foot—Attaches L-footorstando[fto Flange out(3/8")—Use one per L-fo at to secure rail to rafter.Determine the length and diameter based onpull- L-foot. Staintesssteal. outvalues. If lag screw head is exposed to elements,use stainless steel. Under flashings,zinc plated hardware Is QFlattop standoff(optional) (3/8") —Use standoffs to adequate. increase the height of the array above the surface of the roof or to silow for the use of flashings. Use one per Waterproof roofing sealant—Use a sealant appropriate L-foot. One piece:Service condition 4(very severe) to your roofing material.Consult with the company zinc-plated-welded steel. Includes3/8"x3RIboltwith currently providing warranty of roofing. 14 Ullirac Code-Com liautlnstallationManual 01aUi09IRA SolarMount [3.2.1 InstaIM9 Solaamcwnt vdth top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the reils. It details the procedure for flush mounting solarMount systems to a pitched roof. -`��.rS�✓+aJ.its"✓,Fi '�� h - 3 wd clamp •_�-;�� End clamp l-foot XX- SolarMount Rail / r - SolorMount Rail Figure 5.Eeplodedvlow of of a hmotmtinstallatinn motmtedsvithL-Pet. - Alltopdorvnclamps ntustbe installedivithanti Table 13.Wrenches and torque Q@„ seize topt•eventgailingattdprovidewxlfonnity Wrench Recommended ° iltclampload. Uniliaclnorecommends Silver Grade LocTite Anti-Seize Item numbers:381811 srze torque(ft-lbs) $p209 76732,76759,76764,80206,and76775 m, • '/."hardware '/� 10% equivalent I/4"-20hardware used inwrUuru;tlort 30 with top downclamps must be installed tol0ftribs " hardware °/6" aftm•gtre Wltenusing UGFI,UGC-$WSI789.5 and Torques are nat desknoted far use Ma waod m..... WEB 6•7 V4^-201tardrvar•enuwtbeiiwtalledto loftlbs ofturque. Additionally,whenusedtvlth a top down clamp,the modtdeframe cross section must be boxed shaped as opposed to asingle,ntentber.Please refer to installation supplement 910: Galluig and Its Prevention for more itifarmation ongatling and ant-seize artd ittarallation manual 225: Top Mounting Unirac Groundingslips turd WEEELItgsfor more information on Grounding Clips." „t. 15 SolarMount UniracCode-Co I'antlnstallatlonManual 119�$�1�$L®11S �®�a3C�031%1 th of one Paann'llg Your oats the leng el to the rafters The widthof the lnstallationareaeq module• ualto: Theinstallationcanbeiafdoutwittrailspar The length of theinstallatlonareaiseq or perpendicular to theraft ��dotRglayouts. rails tiles make excellent straight edges plus 1 inch for each spacebet%veen modules(for mid- Centerthe installation area over the structural members as a the total width ofthe m + much as possible, a array during clamp), Leave enough room to safely move around th imum o l plus 3 inches(M inches for each pair of end clamp es s installatior).Some building codes around such installations,and the usersh uldbedhect dto also check The Code'. Peak maa Low-prorle u+ d mode ' Hlgh-Profile mode Gutter Figrre 6.Rails may be Pla"AparQle1 or perP,,rdicular to rafters. 16 UnlracCode-Com liantlnstallationManual Bono RAC SolarMount [3.2. .1 Laying®Ut I,-fe�� I: t existingL.feet(pig. 1% 9 can be used for attachmles,she�ngOfsheet roofing material,such as asphalt shing metal to the building structure' ositionofthe 5 Use Figure a or 9 below to locate and mark the p . Trfeet lag screwholes within the installation area. rHgdtire 7 adjacent to One'moth If multiple rows are to be each ow will nstal centered above the rafters.{ Esnotlasn following the guidelines inFigure9as Adjust as needed, 257.of module closely as possible. Overhang 25%Lmox width _ Fa of spactri9[�'�Y 507.of madVte . width(TYP) L_ I �1 Note:rr¢dntesm¢tdayanth8 ' etrtcaily cau,r'/-2-),if is not the ng Structure] ratis(,It ntracfors rswnce. (Building case,cast UnG¢cJo Lower roof edge . Figure S.LaI{yout wtdd raits perper,d�utar to rafters. 50%of module width 25%of module width-�{ 7'{,_1'/!+' Instal➢ng 1--feet: 11 II t htheroofIntothe Dtillptlotholesthroug crew centeroftberafterateachL-foot lags 1'k ty. hole location. I a $ Squie shafts rtsealantintothehole,and sideon of I I aainc,�I I I I I I I Mot sp I I ofthelagscrews. Seal t Consultwit the b 1 I t It feet with a suitable sealant.Cons h rite ails an,L company providing the roofing warranty. I I 1 I l • Securely fasten the L-feettotherooFtvith t I 1 I the lag in pig re 8 and 9 Ensure aFor greatere L-fact oentila• shown in pefe I Ig ang 25%L Max {ion,the preferred meshed Is h place the Lower roof edge I I single-slotted square side 1 it d side pe gain- the roof with the double-slottea side chooses t- Note,nr¢a,ties must 6s diculartothexoof. Iftheinstallerclmosesto centeredsa "`t dts,�n d � mount their foot with the long leg againstthe structure) Raflers{Building r¢irs[+/- "7•f roof,the bolt slot closest to[he bend must be case caitUnir¢chrantst¢au. used. Figure 9•Lgyoutwiilt rats parallel to rgters. 17 SolarMount BgoU����Q UniracCode-Com UantTnstallafiottM anuai F [3.2.3] Laying out standoffs : standoffs(Figure lo)are used to increase the height of the array above tle surface of the roof- Pair each standoff with a flashing to seal the lag bolt penetrations to the roof rk the standoff tur ll wholes within the net ilatlonatrea.ion oEthe e 10.Raised flange standoffQeft) Remove the undemeatheach standoff andffattopstandoffttsedI"""Junction exposing therooflngunderlaymnt, Ensure thatth ore mate PivW on&looa base lies flat on the underlayment,but remove no more mate- alled proP111Y, rialthan required for the flashings to ba ire buitdirlgsu fore. Tile standoffs must beftl.rdyatmduzilto raflle rows are tobe If multiple high-p �m0 euach erid ba poss possible fo each ow to be achothcentered above Overhang 25°h L max� Foot spacing(-.{ lg as a el-y as possible I Rog an, 1.- - the rafters. Adjust asneede3 followings e r- 1 guidelEnesofPlg. fSOY°module ( i 1 vddih InPI Installing standoffs: J ,i Drill3/16inchpilotholesthrovghthe underlayment into the center of the rafters at Lower roof edge b�._ Ratlers.-1. each standoff location. Securelyf05/16'ach i luuldingStruciurel standoff to the rafters with thetwo5/16"lag screws. Wrote:Modnlumust hac.... dsyamtMofollyonthewits Ensure that the standoffs face as shown in f+/-a).ff dds is notrhecase,aallUniwcfor asststartce. Figure 11 of 12, o iece to raft et•s.p"Peadfudar to rafters. are designed for autwirh raitsPerpendtatfar Unirac steel and aluminum designed gigttre ISM Loy standoffs(1-5/a"O.P.) collared flashings available from Ualrse. Install and seal flashings and standoffs Icol using standard building practices or as the 50%6fYp providing rooflngwarronty directs. Overhang 7. �4 I company P MPI�'i module widthh p'rPl I I EDDY spacing/ - SII_ fall pan"C' I Overhang 25%Lmax i Lower roof edge Rafters lBulldng Structural Noto:Modidrs must W centered symmetrically on the wlb • f I this is not the rnsg calLVrtlraafor assistance. Figure 12.Layoutwith rails parallel to rafters. na 18 U nt niracCode-Com iialnstallationManual g9a����� SolarMount [;,2,4] Installing SOWTV OUnt rails ther debris.Foreign matterwill Keep mil slots free of roofing grit or o cause bolts to bind as they slide in the sots. � Installing Splices:if your installation uses SolarMount splice bars,attach rite mils together(Fig.la)before mounting the rails to the footings. Use the ra bars only with(Fi flush installations or those that use low-Profile tilt spl legs. Althoughstmcmral,thenoionNtetn one footing On both sidsof the stronges the rail Itself-A rail o�d barssndeintotitefootingbolt always be supportedby ansionJoints.) Figure 13.Splice stots of So mount ransectlons- splice.(Reference installation manua1908,Splices P Mounting-Rails on Footings:Rails maybe attached to either of two for alow mounting holes In the L-feet(Fig•14). Mount in the lower hole for profile,more aesthetically pleasinginstallatioo• Mount to the er the dui for a higher profile,whichwilanbbanmeperformancairflow e nhottercama�Th[s Clamping Will cool them more and may bolt slot Slide the M-Inch mounting bolts into thefootingboltslots. Loosely attach Mounting the rails to the footings with the flange nuts. in Figure S,4, slots Ensure that the rails are orientedatoethe footings as shown footing rlt 11,or12,whichever lsapp P baitslal l�J Aligning the Rail End:Align one pair of rail ends to the edge of the installation area(Fig.15 or Fig,16), The opposite pair of rail ends will overhang the side of the installation area.Do not trim themoffuntiltheinstallationiscomplete. area.D nottri tendiculartotherafters(Fig•15),either end of the railifthe FigaraZq.Foatto-rat[spt(ceattadnneat ls are ad canbe aligned,butthe first module must beinsta gned end oftheTails If the rails are parallel to the rafters 94, ) must face the lower edge Of the roof. Securelytlghtenallhardwareafter alignment is complete(20 Rlbs). yratut•e Mount modules to the rails as soon as possibie. .Large temp changes may bow tite rafts tvithina few hours if module ptacementis delayed 1 �l Edge of installation area I Ali i� i II i Edge of installation area Figure I6.Raiispw'aliel to rho rafter's• nc Figure 15.Raaspolpeudicutat•to the rafters. 19 IRA Unu'acCode-CompliantfnstaUationManL'ai SolarMotint ggo [;.2.5] Itnstalling the modules pre-wirhtgModules.If modules are the Plug and Play type, no pre-wiring is required,and you can proceed directly to `Installing the pirst Module"below. If modules have standard J-boxes,each module should be pee-wired will,one end of the interduleprmodule -wirfrable shoul ease d installation. For safety reasons,module pre-wiring should not be / I! performed on the roof. Leave covers off J-boxes. TheYwillbe installed whentile J-boxes - modules are installed on the rails. Installing the First Module:In high-profile installations,the best practice would be toinstall.a safety bolt QW-20xWOand Figw'e17 flange nut(both installer provided)fastened to the modulebolt slot at the aligned(lower)end ofeachrail. itwillpreventthe 1/2"mini4::: lower end clamps and clamping boIts from sliding out of the rail slot during installation. if there is a return cable to the inverter,connect it to the first module. Close tire J-box cover. Secure the first module with T-bolts andend clamps atthealignedend of each rail. Allow half an inch between the rail ends and the end clamps(Fig•18).Finger tighten flange nuts,center and align the module asFnd cla needed,and securely tighten the flange nuts(10 ft Ills). Installing the Other Modules:Lay the second module face Figure ZS down(glass to glass)on the first module, Connect intennodule _- Module frames cable to the second module and close the J-box cover. Turn the second module face up(Fig.17). withT-bolts,mid-clamps and flange nuts,secure the adjacent sides of the first and second modules. Align the second module and securely tighten the 1/4„module bolt flange nuts(Fig.19). and.Range nuf Fora neat installation,fasten wire management devices to rails with selfdrilling screws. Roll ' Repeat the procedure until all modules are installed. Attachthe outside edge of the last module to the rail will'end clamps. Mid clamp Trim off anyexcess rail,being careful not to cut into the roof. . Allow half an inch between the end clamp and the end of the mil (Fig.18). Figw•e19 UTHIgh-lipped module Low-lipped module spacer (cross section) (cross section) ILLsolorMount rail sOlarMount roil Figure 2o.Mid damps and end clamps for Upped frame nodules are identical. A spacerfor the end clamps is necessary only if thelips aTe located high on the modulefi'ame. .m 20 Unirac Code-Compliant InstallationManual &UNIR SolarMount [3.3] Installing SolarMount with bottom mounting clips This section covers SolarMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the tails. It details the procedure for flush mounting SolarMount systems to a pitched roof. PV modules(face�) � i Solafmounl roi: r Fool•nB boll slot f S � 8olEom mounling c!ip , pure 21,SApt and cB components - Table 14. Wrenches and torque Stainless steel hardware cansetze up,a process Wrench Recommended p calledgatling. To significantly reduce its size torque(ft4bs) 9 Likelihood,(1J applyIubrfcant to bolts,preferably " hardware ''/ra" 10 anm1H-seise Lubricant,availableaealtoparts '/."hardware %s" 30 stars,C2)shade hm•dware prior to instalLaHon, and(3)avoid spinning on ants athtgh speed. NoteTarQao sped/tconons do not apply to Mg bolt see Installation Supplement 978,Gniting andlts conneteons. pt evenHon,ativivrv-rOHrac.COln. vv. 21 Solax Mount Qo UN1RA UniracCode-Com liantlnstallationwnual [3.3,1] Plalniang the ln.Stallatio"area Dlslance between lag boll centers Hsu° maa Decideon an arrangement forcliQs,rails,and L-feet(Fig.22). Distance between modulo ounting holes UseArrangementAifthefullwidthofthemllscontaMsthe - .. m I _ 6 module. Dtherwiseuse Arrangement B. pv modula Caution:Ifyou chooseArrangetnentB,either (1)use dte upper mounting holes of the L-feet or cap (2)hecertahtthat the Lfeet and clip Positions don't - Rtroduleboa conflict. Raa if mils must be p arallel to the rafters,it is unlikely that they t-toot___ lcl can be spaced to match rafters. In that case,add structural - a--tag bolt ��- supports—either sleepers over the roof or mounting blocks beneath it. These additional members must meet code;if in Distance between doubt,consult a professional engineer. jdulft ollcentsfs -'/s��e" Never secure the footings to the roof decking alone. Such an ���s', ce between arringementwill.not meet code and leaves the installation ount Ing holesand the roof itself vulnerable to severe damage from wind.Leave enough xoom to safely move around the array during [ 1 installation. The width o€arail-module assembly equals the length of one module. Note that lrfeet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width ofthe modules. P1gum22,rlipArrangeatentsA and w,. 22 gUMRAC UniracCode-ComgliantlnstailacionManua i >le SolarMount [3.3.2] Laying out the itstWHI19 L-feet L-feet are used for installation through —�l ftL existing low profile rooflngmaterial,such as asphalt shingles or sheet metal They I t Ins are also used for most ground mount installations. ToensuretbattheL•feetwill second n be easily accessible during flush installation: It 1 i • UsetitepVmodulamountingholes p SolarMnu��t Ra"s 11 f' nearest the ends of themodutes.o ii Situate the rails so that footing bolt 11 slots face outward, 3[ tal Mrst The single slotted square side of the L-foot J th the must always lie against endicularrco the double.slottedsideperp r roof. Lower � Footspacing(alongthesameraipan drail roof pS{teYs overhang depend on design wind loads. edge Installhalf the I'feet M41cuta"to rafters. • If rails are perpendicular to rafters Figure 23,LayouewfthrailspetP (Fig,23),install the feet closest to the lower edge of the roof. • Ifra Its are parallel torafters (Fig.24),install the feet for one of the rails,but not both. _ _ _ Install L-Feet For the 1,4eet be!ng installed now,drill pilot a{ierss;— ""'�— ` --�' holes through the roofing into the center o First the rafterateachlagscrewholelocation. _r., Squirt siaof the agscre Into ws. Seal he underside hole and onto the shafts of the lag of the L-feet with a sealanstfr Securely with the the lrfeet to the building _ lag screws. Ensure that the L-feet face as .•_ - shown in Figure 23 or Figure24. Hold the rest of the f and aside until the panels are ady for the re t, installation. a --BlackS —Instal L-Feet Second Figure 24.Layoutwith raftspamitet to rafters. 23 SolarMount - UN106(, [IniracCode-Com liaritltlstaUatloaManital [3.3.31 Attaching modules t® the tails a surface Lay the modules for a given panel face downon he edges of the thatwillnotdamagh metogetherdule g Fig.21,page 22)' modules and$nug Orient Trim theraitstothetotalwidthofihemodulosto Orient mounted, Place a rail adjacent to the outer mounting holes. the footing ing holes,following the arrantgemoentd jacent t bolt slot outi78rd, Placeacyou seld ecte the mount earlier. Assemble the clips,mounting bolts,and flange nuts. Torque the flange nuts to 10 foot.pounds. [3.3.441 Installing the module-rail assembly Clip Bring the in assembly to the installation obndi Reef slots rail slots free of debris that might causebol[s to bind in he mounting slots. panel Uniraccecom- slots Consider the weightofafullyassembledp , Imes whenever lifting one to a roof. flange mends safety Footing 0 \' nut Align the panel with thepxeviouslylnstalledL-feet• Slide3 boll slot and align then, \� inch L-foot mounting bolts onto the railanel to the L-feettand the L-feet mounting holes. Attach the p finger tighten the flange nuts. Rails may be attached to either of two mounting holes 1n the Ge to-rail attachment FiS+L'e 25. 8' footings(Vig.25)• more aethetically Mount in the lower hole for a low, pleasing installation, ormountintheupperholetomaximizeacool[ng airflow under the modules. This may enhance petfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tionarea. Slide thereman"ngL-feetboltsontotheotherrail, attach L-feet,and fingertighten With leda ago the roofe nuts, tInstall t with mountingholespreviously n Durand lagboltsinto eemabove.L-feetasdescribedI.,Uyi g installing L-fe Torque iall arootin elangenuts to Eoot-pounds.Verify that all l.gbo 24• SolarMolmt 60HUNIRA(,. unirac code-Compliant InstallationManual [3.3.3] Attar-Wng Modules to the nails Lay the modules for a given panel face down on a surface thatwfll not damage the module glass. Align the�gesofthe modules and snug them together (Fig.21,page Trim the rails to the total width of the modules to be mounted, place a rail adjacent to the outer mounting holes. orient the footing bolt slot outward. place a clip slot adjacent to the mounting holes,following the arrangementyou selected earlier. Assemble the clips,mounting bolts,and flange nuts. Torque the flange nuts to 10 foot-pounds. [3.3.47 g>isxallilag theusodule-Fail ammblY Bring the module-rail assembly to the installation site. Keep Clip - rail slots free of debris that might cause bolts to bind in the slots slots. Mounting consider the weight of afully assembled Panel- Uniracrecom- slots mends safety lines whenever lifting one to a roof. flange Align the panel with the previously installedL-feet. Slide318 footing inch L-foat Mounting bolts onto themil and alignthemwith bolt slot � \u� the L-feet mountingholes. Attach the panel to the L•feetaNO finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the p,gare 25.Zegao•rai(attachment footings(Fig.25)• Mount in the lower hole fora Iow,more aethetically pleasing installation. or mount in the upperholeto smayeria cooling airflow under the modules. Thismayenhanceperfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tion area. slide the remainingl`feet bolts onto the other tail, ti attach L-feet,and finger tighten with flange nuts, Align L-feet nstall with mounting holes previously drilled into the roof. lout and lag bolts into remaining L-feet as described in`7.ay'ng instaliingL-feet"above. Torque all footing flange nuts to lag Verify that all lag bolts are securely fastened. 24 Univac Code-Com liant Installation Manual o°U I{��V I RAa SolarMount [3.41 Installing SolasMount With grounding dips and lugs alp, ad lugs ett.Ad.eparzzlr• GC_1 - ap Tap. r mounfin q r 1 clomps r Module O F I L6olt 4.j E Pfp j.t.t pmo ndoolo uadfn; Nib p us ei� j UGGI er-j a cllpfnto ropmoanplace Rmpo. . r r I(I�'p 1 Torquamodaiet frtPiaceortrop➢f ��-- t jclip,,d,,bssvfltpenetmt ndilanad• �NOeMft, c, r. Lzadonandereateg.3,r rtgpath throughraa(seelHg.3/reverse sldel. Elz solormaun!®rai(any type( ' PYgarez7.Inserta boltin the WEEB Lug aiumintun railortlwugh the clearamehoieth theatatniesssteeI flatwasher.Place the stafiiess steel ftatwasheron the bolg artented sa thedilnp&Slv111 contartthe - aluminum rail.Place the IWOtian C l on the baltandsminfrssstedflat Iv d1 r lnstaUSMInkasteelflat WEEBLug washer,lorkswsherandnut } 1l8htrn[henutuntgfhedimp1esare >,r 54 <� -., r _� comptemlyembetidedrnto the rnil ~`.�'�,.:� and7ug.Theembeddeddimples make �..�. ,- < ^ agas•tfgbtmeehanioxLconaectian Stainless Steel Flat a ndensuregoodelectrtcalcarmuUan z WosheriWEEBI between thealumtnum ratiand[he - - avntauroi lugthroughthe WESB. LanYQ'pel Pigttre 29.Sl"9le wh•egrounditt8 pigure 28,UGC-1 layotdfarevett witlisplicedrails. mtd addnumber ofrnodulm in row. `XII datotes places to insmll UGG1. ❑ Key - � wmoam � 1, . �Sdvl/.aunl rot to�Y�'➢el - i. ,. . _< . o r➢,r➢ka r x povrNn9Va Even N"ber afModules in row .X. fix- r L 1 r.l MdNtrntber of Modules in row Single grounding viueforenlireanoY - _ 25 SolarMount @UNIRA+ (i,', uniracCode-Com liantInstailationMalival Warranty'Information. 5¢e het,,/fj nxunirac.com for current%varranty documents and Information. 1411 Broadway Boulevard NE ON ON® N RAC C Albuquerque NM 87102-1545 USA 26 U N I RAC Bright tgp�h/tt Thinking��� i n Solar SOt:Se?Z.r3 ill'1yOUY�7�T Top Mounting UniRac Grounding Clips and WEEEItugs Installation Sheet225.5 clip,end lugs--sold sep-mar- nserrab0" �EEBLug Fgurea.r ; aluminum rail w•through the UGC-I cleara ehoieinthestainiess steel flat washer.Place the amtnlesssteei PVmaduEe flat washerontheboly oriented guides - ., _ sa chedi 1,wil(contact the aluminum rail.Place the lug �u9 � portiononti,eboltandstainless steetflat washer Instaltscairt[ncs eonrean.m steeiflatwasher,lockrsnsherand utm�a.a car nut.Ttghcen the nut until the ���ei - o� a -� dimples arecomptetely embedded into therafland lug.The m Tap ^•�:;;t `.,, embeddeddlmpies makeagas- ' Ndr mounting . --. clomps "-'-" tighdnecharticalmnnac[ianand 1 slairdess steel flat emam good electrical eannection I l .l Washer iYlEEe� benveeathe aluminum"mand •j Mot(ule ,,,1 1 l. tire lugthroughtheWE[B- Figure 1.Slide UGC-1 grounding T•hatt '�Ir clip into top mountingstat of rail Torque modules in place on top ofclip.Nile will penetrate ruil aLl�-•a UGCI e1--�-� WEE8Lug amortization and create grounding path through rail. '- zl salmMounfa Fall[any tYPe� salarMoun4a ra8(any fYPeI n` Figure 3.Place grounding cups, rrr--- — -_ IVERSLugs,and copper wire(6-I0 AWG)as shown.Place a Loop to the wire around spikes to preventtension.Be f sure wiring between roils is not taut. KEY pV module O solorMount roil(any type) Q gailsplice x Grounding lug n Grounding clip Single gtunding;PAlte'nalO vr,In9copperWire wire for entire array n-0ne splicos ®2009 byrrniraglne All rights cesen<d. Unt[ac vreicomes input concerning the accuracy and use[-friendliness ofthisp n.ublic-th Please wriceto publteatiotts@unirae.com. agUNIRAC Installation Sheet225.5 liniracGroundin gi sandWBEBlu s 10 year limited Product Warranty Unfree,Inc,warrants to the original purchaser Mth Unirac%written Installation Instruc6ons,or sole discretion.Such repair or replacement shall ("Purchazer'�of product(s)that it manufactures if the Product has been modified,reparred.or completely satisfy,and discharge all of Unlmcs ("Product)I ofp the oduct(s)riginal that It site that reworked in a manner net previously authorized liability with respect to this limited Warranty. the Product shall be free from defects In material by UniRzc IN WRITING,or 0 the Product Is Under no circunuWnces shall Unirac be liable (IU)years, installed In an envlronmen w tforwhich It as for speclal,indiroct or consequential damages and vrorkmanship for a period of tan not designed.Unirac shall not be liable for arising out of or related to use by Purchaser of from the earlier of I)the date the installation(10)Yea of the Product Is completed,or 2)30 days after consequential,contingent or Inddental damages the Produce the purchase of the Product by the original arising out of the use of the Product by the Manufacturers Of related items,such as PV Pumhaser.Thls Warranty does not cover damage Purchaser under any circumstances. modules and lashings,may provide written to the Product that occurs during its shipment, Ifwithin the specified Warranty period the warranties of their oven.Uniracs limited storage,or Installation. product shall be reasonably proven be be Warranty covers only Its Product,and not any This Warranty shall be VOID if Installation of defective,than Unirac shall repair or replace the related Items. the Product Is not performed in accordance defective Product or any part thereof,In Unlraes ®p 1411 Broadway Boulevard NE ©�� I� Albuquerque NM 871.02-3.545 USA 2 L Leqeenphase Application Note E N E R G Y Grounding Washer Installation procedure for Enphase Microinverters Purpose a continuous grounding electrode conductor und theonnecte o As an alternative to installing rounding washer may be used to g each microinverter chassis, a grounding recently completed the evaluation and approval microinverter to grounded racking. unding washers for use with the Enphase of the Wiley Electronics "WEEB" 9 procedure and torque Microinverter. This document providesle rackingthe amodels that have listed grounding specifications, The Enphase comp of this App Note. washers available are Included on the last page Installation procedure o Install a minimum of one grounding washer per microinverter. nverter requires a stainless steel fender washer on the topside of the o Each microi Mlnvert ere mounting bracket for the bolt that passes through the Enphase grounding washer. The values ed below are minimum ecific 0 Torque the m1croInverter fasteners.requirements. Wiley Electronics and the rack ng imanufacturers will have sp torque torque specifications in their installation documents. We recommend using the highest of the recommended values. 1/4" mounting hardware - 45 in-lbs minimum 5/16" mounting hardware - 80 in-lbs minimum Rev 2 Last Updated 01/08/10 Copyright Enphase Energy,Inc.2010 enphase E N E R G Y ' I I STAINLESS FENDER WASHER Of a� B I I I � GROUNDING WASHER i I The Enphase Microinverter model D380 Is shown.the e installlationMlcr procedure ro edur and M190 grounding washer model numbers also apply and M210. Rev 1 Last Updated 01/22/10 Copyright Enphase Energy Inc. 2010 ienphase E N E R G Y Compatible Racking/Washers AEA Module Rail Fastener Information GroundingWasher FSnapNRack Slide nut with 5/16 hex head WEEB-PMC bolt Conergy Module Rail Fastener Information Groundln Washer Suntop Quickstone slide nut with M8 WEEB-CMC socket head ca screw Direct Power and Water Module Rail Fastener Information Grounding Washer rPower Rail /a" hex head bolt, washer, WEEB-DMC nut, for to rail mount IronRidge odule Rail Fastener Information Grounding Washer rLighAtil XRL 1/4" hex head bolt, washer, WEEB-DMC nut for top rail mount Krannich Solar Module Rail Fastener Information GroundingWasher K2 Systems Slide nut with M8 socket head WEEB-KMC ca screw ProSolar Module Rail Fastener Information rWEEB-PMC rounding Washer Rooftrac F_bolt lide nut with 5/16" hex head Unirac Module Rail Fastener Information Grounding Washer Solarmount Light Ilehex head bolt, washer, WEEB-DMC nut, for to rail mount Solarmount Standard 1/a" hex head bolt, washer, WEEB-DMC nut for top rail mount Solarmount HD '/a" hex head bolt, washer, WEEB-DMC nut for to rail mount Copyright rnphase Energy Inc. 2010 Rev 1 Last Updated 01/22/10