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18 WILLSON ST - BUILDING INSPECTION qGy The Connnonwealth of Massachusetts RECEIV'0 Board of Budding Regulations and StandarANSPECTION L SER�qZMOF' Massachusetts State Building Code, 7`4(1 CMR SALEM e (scr[ err 2011 Building Permit Application To Construct, Repair, Renovate C��eLis� One-or Avo-harnily Dwelling (� This Section For Official Use Chily Buildin,PetnutNumber: Date lied: 4 Building Official(Print Name) Signature Dale SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 18 Willson Street tfV I.I a Is this an accepted street?N'es Ito Map Number Parcel Number yl -1 1.3 7Aming Information: 1.4 Property Dimensions: rZonins District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: lone: _ Outside Flood Zone? Public❑ Private Elzone: if vcs❑ Municipal ❑ On site disposal system [I SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Lucy Gracia Salem, MA 01970 Name(Print) City,State,2.IP 18 Willson Street 978-828-9863 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK' (check all that apply) Nervi Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessoty Bldg. ❑ Number of Units Other S(Specily: Solar Brief Description of Proposed Work": Install 3.64 kw solar panels on roof.Will not exceed roof panel,but will add 6" to roof height. 14 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I.Building $ 1,000 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2. Electrical $ 11,000 ❑'total Project Costs(Item 61)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4.Mechanical (FIVAC) $ List: �. Mechanical (Fire $ Su i session) Total All Fees: $ 12,000 Check No. Check Amount Cash Amount: 6. Total PrOjCCt Cost: $ 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30!17 Gregg LaCasse LwomeNumber Expiration Date Name of CSL Holder List CSI.Type(see below)_ U 20 Patterson Brook Rd. Unit 10 No.and Street Type Description U Unrestricted(Buildings up[o 35,000 cu.R) W.Wareham, MA 02576 12 Restricted L&2 Family Dwellin Cig41' .State;ZIP M Masonry RC Roofing Cox erin — - — WS Windom and Siding SF Solid Fact Burning Appliances (508)291-0007 1 lnsulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HI� 170355 10/12117 Tom Blumetti/Trinity Solar FITC Registration Number Expiration Date HIC Company Name or HIO Registrant Name 20 Patterson Brook Rd. Unit 10 No.and Street Email address W. Wareham, MA 02576 _ _ _(508)_291-0_007 Citvlfown,State.ZTP fele[hone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152. § 25C(6)) Workers Compensation Insurance aRidaw must be completed and submitted with this application. Failure to provide this affidavit Evill result in the denial of the Issuance of the building pennit. Signed Affidavit Attached') Yes ....._... No..._..._.❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Tom Blumetti to act on my behalf,in all matters relative to work authorized by this building permit application. Please see attached letter. 12110/15 Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER[OR AUTHORIZED AGENT DECLARATION By entering nny name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is trueaccura the best of twledge and understanding. Tom Blumetti /( rte' 12/10/15 Print owner's orAuthorized Aganf s Nm e(Electronic Signature) Date NOTES: I. 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(H1C)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the FIIC Program can be found at www.mass. og v/oca Information on the Construction Supervisor License can be(bund at www.massgoy/dps 2. W11en substantial work is planned.,provide the information below: Total floor area('sq. ft.) (including garage;finished basenlent/atties,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedraorns Number of bathrooms Number of halt7baths TN pe of heating system Number of decks/porches 'Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total ProjecL Cost" AC"R" CERTIFICATE OF LIABILITY INSURANCE D ) ll z zo s 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 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 certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Barbara Hayden DITTMAR AGENCY PHONE EY, (732)462-2343 ac No c'Isz neD-e41d 78 Court Street E-MAIL ADDRESS.babay mden@dittarinsurance.com . P.O. BOX 1180 INSURERS AFFORDING COVERAGE NAIC# Freehold NJ 07728 INSURERA HDI-Gerling America Insurance Co. INSURED INSURER B:Llo d'S London Trinity Heating & Air Inc. , DBA: Trinity Solar INSURERC:NOrth River Insureance Co. BPTP Future Holdings, LLC INSURERD: 2211 Allenwood Road INSURERE: Wall TwP NJ 07719 INSURER F' COVERAGES CERTIFICATE NUMBER:2015-16 Liab blaster 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. INSR TYPE OF ADDLSUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDDIYYYY MMIDDl1'Y LIMITS X COMMERCIAL GENERAL LIABILITY EACHOCCURRENCE $ 2,000,000 A CLAIMSMADE OCCUR DAMAGE TO RENTED $00,000 PREMISES Ea occurrence $ EGGCC000065615 11/1/2015 11/1/2016 MED EXP(Any one person) S PERSONAL d ACV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY JEQ [_] LOU PRODUCTS-COMPIOP AGS $ 2,000,000 OTHER: Employee Benefits S 1,000,000 AUTOMOBILE LIABILITY OOMBINED SINGLE LIMIT 5 2,000,000 Ea accident A X ANY AUTO BODILY INJURY(Per person) 4 AOSCHEDULED AUTOS AUTOS Eaccident)) AOCC000065715 11/1/2015 11/1/2016 BODILY INJURY Per adent S NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccidertt PIP-Extended $ 8,000 A UMBRELLA LIAB OCCUR EXAGC000065615 11/1/2015 11/1/2016 EACH OCCURRENCE $ 3,000,000 C X EXCESS UPSCLAIMSMADE AGGREGATE $ 3,000,000 DED RETENTION$ 1 5227985133 11/1/2015 11/1/2016 Limit x of$3,000000 $ 21,000,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YfN STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L EACH ACCIDENT S 1,000,000 A OFFICER/MEMBER EXCLUDED^ NIA (Mandatory in NH) Ew000000056515 11/1/2015 11/1/2016 E.L.DISEASE-EA EMPLOYEE S 1,000,000 typo,describe under DESCRIPTION OFOPERATIONS below EL.DISEASE-POLICY LIMIT $ 1.000,000 B Enrors & Omissions PGSAEK0201403 5/30/2015 5/30/2016 Per Occurrence $2,000,000 Pollution Liability Aggregate $2,000,000 DESCRIPTION OF OPERATONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more apace is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating & Air, Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 Patterson Brook Road ACCORDANCE WITH THE POLICY PROVISIONS. Wareham, MA 02571 AUTHORIZED REPRESENTATIVE Barbara ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26 (2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) C—N Ei The Contnrouivealth ofiWassachasells Department of IndastrialAccidews Wrkers'Compersation I CaltgrLys Street,Suite 100 Boston,MA 02114-2017 tvvtvifttass.gol✓difl Insurance Affidavit: Builders/Contractors/Electricimts/Pluurbers. TO BE FILED WITH THE PEILNUT'rMC AUTHORITY. Applicant Information Please Print Leellel Naftte (Busiuess/OrgnnizatioNtndividuap: Thn lty Solar Address: 2211 Allenwood Road city/stateizip: Wall, NJ 07719 Phone#: 732-780-3779 Ue yam on employer?Check the appropriate hos: Type of project(required): Litt am a employcnvith_3_()_(Lemptoyres(full and/or pan-time).' 7, []New construction 2,❑I am a sole.pmpriclor or partnership and have no employees working forme ur $- El RCnlodelu1g any capacity.[No workers'comp insurance required.t 3,E]I am a homeowner doing all nark mker yself.(No wors'comp.insurance rzquired9. El Demolitionl t ' 4.❑1 am a hm ocaumer and will be hiring contractors ac[ors conduct all work on my property. I will 10 ❑Building addition ensure that all contractors either have workers'comperuarion insurance or are sole I LVElectrieal repairs or additions proprietors with an emplayees. 12,❑Plumbing repairs or additions 5.❑I mm a general contractor and I have hired the subcontractors Iisled on the antic bed sheel. 13.❑Roof repairs These subcoidractom have employees and have workers'comrae: p,insunc 6.❑we are a eo po slam and its officers have exercised their right of exemption per MGL c. 14'❑Other- 152,11(4),and ive have no employees.fNo workers'comp.uuwance required.) -Any applicant that cheeks box V must also fill out the seedoa below showing their workers'compensation policv information l Homeowners olio submit this affidavit indicating they are doing all wmk and don hire outside contractors must snhmit a naw a0idavil indicaring such. lConaactors that check Ibis box mass attached an additional sheet showing the nacre of the sub conlroelors and state whether or not those entities have employees. If the sub-contractors have employees,they mail provide their workers'comp,policy number. l attt an employer lhat is provfdbrg workers'compensalfon insrtraace for»ry employees. Below Is are policy anti job site information, Insurance Company Name: The Dittmar Agency Policy#or Self-ins,Lia,N: FX81(',C ( nn0G65&J-5 Expiration Date: 1111116 Job Site Address: 18 Willson Street City/StatcyZip: Salem,MA 01970 Attach a copy of the workers' compensation policy declaration page(showingthe policy number and expiration date), Failure to secure coverage as required under MOL c. 152,§25A is a criminal violation punishable by a fine up to$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 5250.00 a day against the violator.A copy of this statement may he forwarded to the Office of Investigations of the DIA for insurance coverage verification. I rte/rerebg cent yunder the(pains and peaallles of perjury that the infarmrnion provided above Is ace and correct. Siguature: dl /til , Date: 12/10/15 Phone k: Official use only. Do not write fn ilds area,to be completed by city or lmvn off7etnL City or Town: Permit7License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 1.Cityll'own Clerk 4.Electrical Inspector S. Plumbing Inspector 6.Other Contact Person: Phone 9: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Corporation Expiration: 1011212017 irk 271078 TRINITY HEATING & AIR, INC. TOM-BLUMETTI__ 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. SCA 1 0 20mt-05ir1 I� Address ❑ Renewal [] Employment Lost Card I6 rO�uumprdUNciliJC o�3+Y�pWtcC�rNs�J #rz' tConamrrAffairs&ERe"ImioaLicense or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. 1f found return to. Registration: 170355 Type: Office of Consumer Affairs and Business Regulation xpiration. 1:0172!2017 Corporation 10 Park Plaza-Suite 5170 Boston.MA 0211[6 TRINITY HEATING&AIR,INC. TOM BLUMETTI 20 PATTERSON BROOK ROAD U WTV WAREHAM,MA 02576 Undersecretary Not vatd without signature ff vie Office of Consumer Affairs end Business Regulation s10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card TRINITY HEATING & AIR, INC. Expiration: 10/12/2017 GREGG-L-AGASSE— - 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. SCA 1 t; 20M-05/1I L Address ❑ Renewal ❑ Employment j_:] Lost Card +'fT e�an.nenirsuerrt/�o�'bl�iaic�e/rri�n/..0 ice of Consumer Affairs&Business Regulation License or registration valid for indicidul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: WRegistration: Office of Consumer Affairs and Business Regulation 1,70355 Type: 10 Park Plaza-Suite 5170 Expiration: 10/12/2017 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE 20 PATTERSON BROOK ROADU _ _ --- WEV WA,REHAM,MA 02576 undersecretary a 'theut sf store Massachusetts Department of Public Safety ®i Board of Building Regulations and Standards License: CS-103631 Construction Supervisor GREGG LACASSE 14 PINE ISLAND ROgq -♦ ' MATTAPOISETT MA. * r r"JZ7 Expiration: Commissioner. M3012017 Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: h Garcia, Lucy do hereby grant Trinity Solar the right to sign on nn„„e.w�er,N��ei my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other related work on my property at 18 Willson Street . Please accept this 151—!Add—) document,with fill signature, in place of all application signatures. Furthermore, should there be any issues or discrepancies with the paperwork,please contact Danielle DeVito at Trinity Solar, 732-780-3779 ext. 9044 or danielle.devito@trinitysolarsystems.com. Sincere 18 Willson Street HoWcowner's Signa4re Street Address Garcia, Lucy Salem MA 01970 Prutt name City,State,Zip Code 978-828-9863 Phone Number Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President December 8,2015 Salem Building Dept. Salem,MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading, and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x6 at 24"o.c.with 5' span(horizontal rafter projection) between supports. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 30 psf snow live load (50 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of Proposed installation: Residence of Lucy Garcia, 18 Wilson St.Salem, MA This installation design is in general conformance to the manufacturer's specifications, and is in compliance with all applicable laws, codes,and ordinances,and specifically, International Residential Code/IRC 2009, 2014 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c.span along the rail between mounting brackets and secured using 5/16"x 31/2' length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 318-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering/Co., LLC jH of MAS �y Sqo yG Richa B ord p, . . aI'HARDo. m Massac usetts .E. License No.49993 o coRooN U MECHANICAL In NO,49993 CIVIL, MECHANICAL, & ELECTRICAL ENGINEERING 2110 `-'IsTS:' l7N.4� INSTALLATION OF NEW ROOF MOUNTED WILLSON STREET& 3 .64kW PV SYSTEM 18 WILLSON STREET IF SALEM, MA 01970 t h Isewe r w:m:mrv, VICINITY MAP SITE SCALE:NTS >rolecI]LINE,:u 6A'CIA,LCY temRRCG o.EarSTo±l Praec.Aemcss is WILLC)N srxccr SALEM,Ma oi9ra „ SHEETINDEX c cF 11.1 T.111AKELSICm PV-1 COVER SHEET W!SITE INFO&NOTES D1a.:m Tata: 1 ` IFIBIll-.'s a .Es PV-2 ROOF PLAN W/MODULE LOCATIONS raoaoseD3�ngm ro 'E° ° r..a.E.Ifu LIE ° I z. Ill 1.11 lu"E1111"ItTIF I'll l�IL PV-3 ELECTRICAL 3 LINE DIAGRAM Solna srscm ro v o +c s o D r r I T111"upuINTANku 03 TL D o - a, III.111111 IF_ i 0 a bBo B- B eD UR wsi 11". C0 S R4CIp1 1CTJ%1Ie. W ..00- r.IIL .000 dwnpn uU1.1'I r"I'I a4mlrlormaoon lHAINJALIFIIIII 11, 114 W TELL 111,TlEll.ILL,I IBI-1 FFI L F111q OVG IC SrE0 .nC11 IIIL l"LUAl'lull, I' INEITALLATECICOLOIESAAELL 'l TI,eu crvIBBIL �s .1e,=.run. � e 4 a sn..;w -oa. a,cloul 00 It LET I LE=Ilul ILILLI 11.11�.11411 111 Cl o °0:1uI o s s F Ill NLEEu: - - ..S IG YI F 4 _ ntl TILE LB., r _ A, mom I CFI _ co c c c e'Lev+ ELI..s1;o e.. r.nc.rso 0 O C 4J FCL.NO s..'C1 x G Euruwry oI m Ilu, TO FINAL IAFl P1 PV - 1 4 ) 0 LI 0 9 EL C IF I1gTA1 LF V E TIF11 Frf [r.v E1111.1 LET xi t. ..F.. I/1il0 ALA, ±p BPG A b a 1 lu EI s os o a _e crv.w.w:.: uln�ume: crE.oeeq ry n KTuEB BE?ncBEDTTAIHLEFJLEoJCluu 'IEII I. .1::.1 ;IuBTE1 I TLI I aIII.. rc_1n11PEAIIT 6N OOV 1li-I �L / fr'4 PNII! UOIxa -Na IN'. ..wATe=. ' .. 'IN nwxnuNroone<I1.o L6xT 5(, 11 LuoouL ,L r.e.olam 10 115,11 ii `aT 11 IF Rlll�IF, =rogmnnxA cm IT o s P o nor. .,TlA ION -N IRIl5"IN e9 VF' IT 0>\P.M(IMILAI SHlLLLAOT r; Do[ouxunlw".ereunuox rr�xwi.ron snr.,...♦.ioo wr9 r�ATfPNMFYTFGI.IP D5TAIL nPVMOLUI EATTACHMEYTONASPHALTCHINCLER,)OF �'FICHTFR.i616RO11NDIFVELTOPEMOFROOF _r_F a Ia,Oue Dewe xoT robvu l: I6s000/Rllxisioru PACK O Dorf i%/f p qhs ��/ R1 ■ �mjeat T'oe //� �Y GPRCI' WLY � PmION Add4: P y� lE NIS[SON STREET r1M 4 Y / fil LEM,MA OL9]D gm 'T PTT'. Dravrin idle'. fL AI I ! IFiM4 �y! £1 LiPR�� y; PROPOSED 3.64kW DC ^r JTIF i LSy. SOITR SYSTEM RKF Flll ff�i , OeI II [I �(I - �tlVebss E-, III PIIS ICN - I k% d� MEI i II I:'lE �'� s 16mr erom a.n.4w %Tj%Tr�7,771%, TIUIF z6l 0 ill N.AI IN � nrnei I...,xn _ .c.IT,TF- FS nNT �11111 FIT T Rev.No. SR1I a)u1001TOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EMEND BEYOND THE ERI TING BUILDING ENVELOPE ARRAY SCHEDULE I SYMBOLLEG-ND PLUMBINGSCNEOULL EOUIPMLNISCHEDULE T ® , Q r w'x OG v � f oUD T l sol .'6o=Do:uel fl 0N-IIINS 1 70 Ill 19 AJs ® , © L. xarc uion i, �j ® WHEN OBSTRUCTIONS ((�, -s [P . l N . G: n � ismro .y. once ex.oe[ IllIF1NPV�INT IN 11IT11ITNI.l.IN 116110=LLL O III '1 5 M OISGo wTOa [® 35 E • 6SxOLE�FNFOR 1 nl CYw.aN1 [il1G`E�'.... 111 xc' tl lle.Lil Eng',ncOr/LlConse HCltlec MounTED UNDER$IXAR MCOULF iX 1A 11 AUL N4lFOR 51,I1 ----- e..eX. — --------------------- — ________________�______ eoPT .MCMDEa1Y _rIIII '\ IadLletl l Rm,N,GE, i. I I I I I I r1U >r01CC1T''IeGI RCN1Yj1aU Y Dti I I GACIA, 11CV I A j° [OxeuES calix i0t1 NEC GROBRERR REAKA 1,)LObEST EXPECTED ANBIFNT TEIIPEFAN4 RE BA0 ON EXISTING' - 1,11A RIO CCI At1tlT5'e ASXRAE MINIMUM MEAN EXTREME DRV BULB I2D/2.OV p� 14DV IR 11/2 NN CASE 2MPCRANRE COR A91HAi LCCP110X MOST 9NILOA i0 UTILITY M ICO,MAP,BPEANEfl lE WILLSON STREET ISSPL ON LOCATOR oKST EXPECTED AN&ENT AFTER IOOA RUSBAR r SALEM.MA019]0 2)HIGHESr C ONTIXV NO AM91EN1 Y FITILE IVRE BASEDTE ASNRIE HIGHEST MM1H APS ORO BULBTry MPERATRN OnSNRAE LOCATM HOST 9NILu1 TDSipLL0.11M LWATW. x6NE5i CgiTXVWS TEMP.3YC OSGp1HECi FUS[D W/ ATTOV I-'--J APPA FILE' PROPOSEDSOLARS STEA, DT)2005 AWRAC NNUAMENT.2;DE.Cn QiW ED W/RAIN ]OA INFUSED pRCOVCTON SOUR$YSTEI/ TEMPERATURES Do NOT EXCEED 4]C IN THE LOFTED 9REMER WAD[[nTER gSCUNNECT METER ETATRFE(PALAGEnHCS,CAIS CIt).A EDGE, LESS THAN lwv l0 2w�v5 E _ 1 81 IN D o B 43Yl l to ou MOUNTED GAMUT COVDUIT AT LEAST OS'ABOVE CIT RNF'OND USNG THE OUTDOOR LELCN EMPERATURE _ W 4]T ON IESS(ALL OE Un TED ETATES) M ✓1 Z pNOTGVOLTAG POµ£R SYSTEMS ENAIl BE + _ _ _ _ rr- ___ _ P6tlANlFD TD DPERA,E MT1 GNDRWnDED r� G B _ B •: E PHOrOVCLTNC SLOWER AND OUTPUT CIRCUIT AS FOR —r `pS H SD - - P P Sb IPIo 1 HE,,E. 3s C°'°"L .,. E ry EXISTING MAIN BREAKER LOAD 5) ALL EV LI ACETI NSTALLED OUTDOORS.1 NAR£ 1 CENTER INSULATED ONE TAPS WE 0 _____-J J 11LSUN Ta rarin q rv[nA 3 FATND. INSrAIIGO LW MAIN fII➢fR5 XE[690.4< OnUTnco�— /FIx�T CAIAACTIOnS POR CURRExi Csxavax0 FOX IRE0 CMWCTOR ANPAon PER STRING [xE ASU.alel(q) (15.OPI.PSp-I0.75A I^°E' ""OVG .n0.DERATED A.1.111 AMBIENT P TC 55C,TEMP DONATING FACTOR .]fi Ola R CE Y CER TNG-2 CCC TOO - T50 8, (w.]SJ Lo ]QHCA Rtt,NO 511LGT M.0 18.75A.THEREFORE ARE SZE IS VALID TOi RE W EO CORI PACTTY P1 PV - 3 1.WA`135�I1.50A AWG IFO,CREATED AMPACITY - AMMENT TPNP' ]OC If1AP DERATNC'. 1.0 &IYx q.1111111G ° RACEWAY DEFACING'}CCC. 1— -T11.111.2 IATICT AMI-4CA /q / # O' 'CA'Tr5:A THEREFORE AC WIRE 92E 15 VALID p CALCIACCORM!FOR PV PROTECTION ti-$OR TOTAL INVFAIER CUWREN' 14,GOAXT ctt/4s 14.WA11.25 17.SOA ->20A OT£RWRRENT PROTECTOR IS VALID 2_I I MI•rv'n•,I x111' - Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President December 8, 2015 Salem Building Dept. Salem, MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x6 at 24"o.c.with 5'span (horizontal rafter projection) between supports. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 30 psf snow live load (50 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of Proposed installation: Residence of Lucy Garcia, 18 Wilson St. Salem. MA This installation design is in general conformance to the manufacturer's specifications, and is in compliance with all applicable laws,codes,and ordinances, and specifically, International Residential Code/IRC 2009, 2014 NEC, and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64"o.c. span along the rail between mounting brackets and secured using 5/16"x 3%" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket, which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the 3B-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering—Co- LLC H OF MIS, ,ycy Richar 4. ordo , P. . F m � RICHARD B. Massachusetts P.E. License No.49993 o CORDON U MECHANICAL to NO.49993 'D CIVIL, MECHANICAL, & ELECTRICAL ENGINEERINGrFOisreR� i`�r INSTALLATION OF NEW ROOF MOUNTED WILLSON STREET• — 3.64kW PV SYSTEM IN 18 WILLSON STREET ' SALEM, MA 01970 [.Ed l Rov VICINITY MAP SITE "° norv� SCALE.NTS ?rojecl il0e.°` CAIICIA,WLY iniNT'LCCT,XIII",, FrocC AddrOM. 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NpO L",SO ASI MODULE li-.LW EAv.TEotiLn]Icf--OLX M1IC011 L* XEC 690.36 16)S.11-1 vG SI ITC i :Ia,xG Os F le NOOJISSIx i[xl[i-Ill vmr= B^B -.1_ T .ENrzo T 1 1 1 I II IBII RoYisonv i i II PNIwt Tlile; I GARCIA,WIX ' I I TRunrr<cRa m¢vo,P cu-LU S-T.3or:HE I GFC RECFPrea£ Pre C-t Add.,LOW I EVEC70 AMBIENT TEMPERATURE BASED ON Ep511NG' 'P15A BREANER I ASIRAE MINIMUM MEM'ENREME DRY BULB 1 UO/24DV 200 Ig 4/1 HN CEBI£ TEMPERATURE FCR AGRI LCCATON MOST SMILPR TO EIMTY 1'I TWA MIN BflEfJ(FR INSTALLATION LOLAPOV. .11 EFGAE ED AMEIENr METER 1.BUSBAR _ I 18 W LLSON STREET TEMP-_ISO f VILE M,MA pLA]p Z.)HIOIEST COR Ws AMBIENT TEMPERATURE BASED ON AS"RAE NICAMT NORTH 2%DRY BULB T NPERAN"E FOR ASTRAE LOCATION N05T SMILAR TB 4E 1 lO'.NABIF Epp 0H H" TIT, ST,LLIANCH LOCATION HIGHEST CONTNUWS TEAR- JR 2l Ac NEAT%SED W/ I SGC - J 2GGAC0AN5E5 1 PROPOSE03.(✓IkVV ])2005 45NRAE NNOFMENTLLS 2S DESIGN /NAIR ]pA VN".. PRCOUCTJN SOLAR SISi[M PWT M(I. SVNDi CMOJTT�.TMT 10.5'TEO BRED LOAD CELNTEP pSCWNFCi METER IEMPERAWRES DO NOT EXCEED 47C N THE UN G. EN 2i0 g y�.��,..., mi D STATES(PAIN SPRINGS SH S LII FCR LESS THPx I �'^J� B SF-NAACUNRENED SUNG CONDUCTORS N A T I x r BOK S 1-11 TE PWA AND USING THE OUNIXP D STA SENPEFANRL -- of 4Tc w LESS(ALL OF urvlTEo STATES).PxOWvalnC PON£A SSTENS SHAUL BE ___ _--- ' EPWIITIFO TO CPERArE N1,H DNDRWXCEp4"Y EpSiINB MAIN 5 I NTOVULTNC SCARCE AND OUTPUT CIRCUT AS PEP NBC69035 EVER LOAD PN"D222N S BD _J IN't-P 1FILINT. a 5.)ALL EDUIPNENT INSTALLED W100pi5 SMALL NAPE -J. CENTER INSUTATIC LINE iM5 -J \HAUHIIIHIIU TURA3W A NEMA 3 RPTNC. INSTALLED CN MAN FEEDERS 60503 CALCUUTIOMS TOP CU NEC 690.W ITS, CCNWCTOR AMPACIT PER STRING [NE e9T.Tlelulb (15.CC-lG5)I -I8.75n1M1O"- AYC PA GERARD AMPACOY sv AMBENI TEMP SHq TEMP DERATING FACTOR: ]fi BPinIR` a1 RACC Y WR TNLL G-2 L. 00 (M76)OS 3OIRA Rev,NO SALOL AS A. 54 TMEREFWE MIRE SIZE 9 141D IIIC REONREp CONWCTOR AMPACITY 16Wq T25-17 WA AM'C 00 DETAILS AMPACITY1 UT - AMBIENT TEMP: DOC, TRAP L—RNC. TO "IbIxT- RACEWAY DERATING J CCG N/A /. RMT 10 40A 40A 4 THEREFORE AC ARE SIZE 5 VAMP p crt *oTu xvERTEna1Rv `s ooi"TT„r,. 14.00M125 C 1]SOAE” ->20A ONAWRPFNT PPOTECTOH 15 VMIO1:l: rcv l:., .,.l xa.tl .N4N. -zd.�1 Snap rack- Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 for grounding/bonding and fire classification. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and wash- ers at each module, and bonding jumpers between splices. In addition to grounding and bonding, the roof mount system, Series 100 UL, is Class A Fire Rated when in- stalled with Type i and Type II Modules, SnapNrack's UL 2703 Certification and Com- pliance ensures that SnapNrack installers can continue to provide the best in class installations in quality, safety and efficiency. • Appealing design with built-in aesthetics • No grounding lugs required for modules _1 • All bonding hardware is fully integrated into , 'J, the components _"� • Rail splices bond rails together, no rail jump ers required • Proprietary SnapNrack grounding lug snaps ' a. in the rail channel *` • No drilling of rail or reaching for other tools required • Class A Fire Rating for Type 1 and 2 modules System Features Include Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling U� Integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.can%resources Design ccnfigure.snapnrack.Corr Where to Buy snapnrack.com/buy Snap rack-- Solar Mounting Solutions Ste W, St I $M1daAl< kB tin laphl ack Sr—do,d and sake cPlt 9 PN k.O ld'tJ rsMPN'etk Ohl bl .{ S Ft t Spl Clamp iaa �p h F B<�- Ntt Sneededltat e he aonmy s PFI ark \ I Bo drn5 ci." \2 j to t I novel l-wt _'JamP Bpltan 2h I 'i _ tIV Nudwme nh B ».JLI_ Spfti k faahsrs pd SnapNrack Bd dl.Cla SnapNrack Bantling SnapNrack Bond r Adjustable End Clamp Mid CI nap Standard Rafi Soli oep'tl 2r1. -f monad1 1^.- 3—r 'opp'e m"Fe SnapNrack Ground Lug Assembly (ONE REQUIRED PER ROW OF MODQl napN raw eonsloy uo,vErsm End..lamp w EC)m%ale UK Pull soap uEc Yv-d" seamless RPH atilt .vm.Flat 46asn:r SnapNrack Bonding Universal End Clamp snoo L BOndlll9 Cal st LLI'mo ASYimbly SndpNrMk� $e/Ibtafl5ldliflasa J—r �SanptlrMk aFNr2cF aontliny Rubber sinal Flagg NutnEng hannel Nut Rem ca.a, S,mVtLeel d$teVlleasSt@@IBatepNreaksMlIFI ADaSrea na.y� Ransil L Foot goo stenddl �. SnapNrack SMpryrMM All p pcs= MA.Fnlzh� LF [ standoff Se.G-1 taFN nck apNr2ckL NIP121F 9f Bastshe.) MI Ffish I Foot MONR5P9b13 Fant a�� Fr.Mng SnapNrack Bonding SnapNrack Bonding SnapNrack Metal StandOft Assembly L Foot Base with Flashing Roof ease with Bonging L Foot SERIES rr TECHNICAL DATA _ _ _ ,... .'_....-.� ..�. ..-,. .r -t" y " ,. ' • 6000 Series aluminum"`.• wt e..ay ' ' •'� Materials • Stainless steel • Galvanized steel and aluminum flashing qo • Clear and black anodized aluminum Material Finish • Mill finish on select components • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification Calcs.&Certlf catlons • Class A Fire Rating Type 1 and Type 2 modules • Stamped Structural EngineeringReports for all SO States Grounding • SnaplNrack Grounding Lug (One lug per individual row of modules) Irtegrated banding components Warranty _ 10 year limited product warranty; 5 year limited finish warranty 877-732-2860 www.snapnrack.com contactrq,snapnrack.com SNAPNRACK SERIES 100 ON FLASHED L-FEET REwsmw FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED 02001MO: IC=Eir SNAPNRACK STANDARD RAIL ROOF RAFTERTYP(ROOFATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINSCI ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIAL® MAINSTREAM ENERGY CORP. DESIGNER: GMr Wb . SCALE. PARTNUMBER: DESCRIFTICN REV �p Off. �J�J¢�.(..n,.,.(�ry. DRAETER: D R,� ® 5100 DDI SERIES 100 OVERViRV,ON FLASHED C P� 6lwy.,...... :........„:.=xay.�.:;cr:... APPROVED BY: DAIS' ® L-FEET r REVISION. �^ SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL 1 r ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIAL® ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS m1TTrrnrtrrrn r'Fp .ILEI?C7Tl� MAMSTRENI ENERGY CORP, DESIGNER: OMCPMd , SCALE. ® PART NUMBER'. DESCRIPTION: PCV ! l ?)'� l s 4' ° •^ =w =� ° DRAFTER: DRyes SIDO 002 SERIES 10D OVERVIEVV,ON STANDOFFS F APPROVED BY: DAM SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION NOTES: -STANDARD LAG BOLT SPEC ASSUMES 5/16"LAG BOLTS WITH 2.5" EMBEDMENT W ROOF STRUCTURAL MEMBERS/RAFTERS -TORQUE ALL-j"HARDWARE TO THE FOLLOWING: ROOF RAFTERS OR -SILVER S.S. 10-16 FT-LBS STRUCTURAL MEMBERS -BLACK S.S. 7-9 FT-LBS RAIL CAN MOUNT TO EITHER SIDE OF POST(UPSLOPE CDL DOWNSLOPE) -FOR UNEVEN ROOF SURFACES, USE -MNDAPCNRA MODULE MODULE OVERHANG UP TO TWO LEVELING SPACERS PER L FOOT OR STANDOFF.SEE DRAWING � ` (NOT TO EXCEED 300 "STANDARD RAIL LEVELING'FOR OR MANUFACTURER'S DETAILS AND LIMITATIONS RECOMMENDATIONS) MODULE OVERHANG STANDOFFS ARE BOLTED INTO ROOF RAFTERS OR STRUCTURAL MEMBER "IML SPAN" DISTANCE BETWEEN ROOF ATTACHMENTS i "RAIL END OVERHANG"(NOT TO EXCEED 34%OF ACCEPTABLE RAIL SPAN) MAINSTREBM ENERGY CORP. DEZIGNEK GMCPlreate—. SCALE. DNS PARTNUMBEP.: DESCRIPTION' REV DRAHER_ DRyan S100 D05 SERIES 100 TYPICAL LA'lOUT F Pw NO�L' '9�8y&t;= .:. �. ._.�,- - APPROVED BP. OATE'. 120113 -1X SNAPNRACK -2X SNAPNRACK LEVELING Revi;¢ry USE CARE DURING LEVELING SPACER SPACER INSTALLATION TO ENSURE f THAT THE SET SCREW IS -1X A5 -18 X 1"LONG -2X A"-18 X 1"LONG ROUGHLY CENTERED BETWEEN 8 SETSCREW SETSCREW THE IWO PIECES BEING DINED q 7` F — STANDARD SERIES 10U ATTACHME14TS FEATURE 3"OF VERTICAL B[LIFFY ON ALL MCUNTI G OINT WITH - �HE USE OF 1"LEVELING L77fl SPACERS En THE FIRST INCH OF ADIDSTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L SCALE 5:8 FOOT AND STANDOFF CLAMP COMPONENTS RAIZ.HEIGHT 0I.5s RAIL HEIGHT EIB.S" T RAIL HEIGHT MY a RAIL HEIGHT X0.5" FOR AN ADDITICNAL INCH OF �-ABOVE ROOF SURFACE 1:ABOVE ROOF SURFACE ABOVE ROOF SURFACEi ABOVE ROOF SURFACE HEIGHT AD7ZISMENT,ADD 7" STANDOFF T5 7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE e _ PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVFI ING SPACER Ii ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 300 OF ATFACHMENT POINTS ON L-FEET OR 10" STANDOFFS. i FOR A SECOND ADDITIONAL INCI I OF HEIGHT r, ADIDSTMENT,ADD ANOTHER �.FVELING SPACER. USE OF 7T TWO LEVELING SPACERS NOT TO EXCEED I0O OF LET _ ATTACHMENT POINTS ON t� L-FEET OR 10" STANDOFFS. ti RAIL HEIGHT m.Q 'RAIL HEIGHT mQ RAIL HEIGHT 05.LJ RAIL HEIGHT Q-i.Q 3 A6GVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ?I ABOVE ROOF SURFACE ONE L FOOT ;-ONE L FOOT ! ONE L FOOT I' ONE L FOOT - F PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT NWINSIP AN ENERGY DORP DEGIGNER OPART NUMBER DEBCRIPTV'JY RIV DRAFTER c Ry°" DA E 6100 DOB SERIES 100 RAIL LEVELING _ lPYROYEG Y! kF�151'uN USE TILT KIT OPTION FOR INSTALLATIONS THAT REQUIRE MODUI ES TO BE TILTED ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO 15 DEGREES - ABOVE ROOF SURFACE USE OF ANTI-SEIZE ON TILT HARDWARE k. \ I5 RECOMMENDED(PARTICULARLY FOR MAX LENGTH. L13" t SIAINLESS TO STAINLESS HARDWARE) WITH STANDARD ENGINEERING REFER TO 5100 TKT SERIES 170 TILT TUT TOOL _ FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION UY I - SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF RAI L STANDARD MODULE INSTALLATION SNAPNRACK MID CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP ' OF STANDARD RAIL 1 L y "- SNAPNRACK CHANNEL NUTS, TORQUE TO 10-16 FT-LRS WHEN IF ' SNAPNRACK L-FOOT USING WEEKS.WHEN USING ,', I, ALL-PURPOSE OR SNAPNRACK BONDING CHANNEL 1 i L-FOOT COMPOSITION NOTES: NUTS,TORQUE TO 1416 FT-LBS. WEEBS ARE NOT REQUIRED WITH -TORQUE y " HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS, -SILVER S.S. 10-16 FT-LBS �. - BLACK S.S. 7-9 FT-LBS -REFER TO ENGINEERING CHART"S FOR RAIL SPAN BASED ON MODULE TILT "X 1"(OR 1.25")5.5, BOLT ANGLE,WIND SPEED,AND SNOW LOAD - BACK SUPPORT"LEG"IS FABRICATED FROM A SCRAP OF RAIL, CALCULATE WITH SPLIT LOCK WASHER REQUIRED TILT LEG LENGTH. USE WEEB GROUNDING WASHERS AT®INTS BETWEEN L-FEET AND SNAPNRACK STANDARD RAIL SCRAP PIECE -FOR LOWER TILT APPLICATIONS SEE"SERIES 100 TILT KIT 0-15 DEG" -SNAPNRACK RAIL COVER CAN BE USED TO COVER CHANNEL IN REAR TILT LEG C�r�r, i W NTREAM ENERGY CORP DESIGNER CWPeetvl SCALE DNS PARTNUMBER DESCRIPTIOIJ REV NMI I ml(,� � DRAFTER 0 Rra^ 5100 D10 SERIES I UU TILT KITS TONIT DEG WITH L c _...., f FIV kka APPROVLDBY ERIE 120113 FOOTMOUMT USE TRT KITFOR INTSTALLAIONS \` THAT REQUIREE MODULES MODULES TO BE TILTED ABOVE THE EY-ISTING ROOF SLOPE , SYSTEM SHOWN 15 DESIGNED FOR TILT ANGLES FROM 10 TO I3 DEGREES \ ABOVE ROOF SURFACE ON STANDING MAX LENGIH: CN" SEAM METAL ROOFS WITH STANDARD \ SNAPNRACK USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING ' RAIL STANDARD RECOMMENDED(PARTICULARLY FOR S STAINLESS TO STAINLESS HARDWARE) > REFER TO 5100 TKT SERIES 170 TILT KIT TOOL FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK CHANNEL NUTS, SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF TORQUE TO 16-16 FT-LBS WHEN CHANNEL NUT MODULE INSTALLATION USING WEEDS.WHEN USING ' SNAPNRACK BONDING CHANNEL "X 1" (OR 1.25")S.S. BOLTS NUTS,TORQUE TO 14-16 FI-LBS. . WITH SPLIT LOCK WASHERS WEEDS ARE NOT REQUIRED WITH BONDING CHANNEL NUTS. - CUT REAR TILT LEG FROM SCRAP '�. OF STANDARD RAIL NOTES: \; ' SNAPNRACK SNAPNRACK SEAM CLAMP WIDE OR STANDARD BASE TORQUE-�` 'HARDWARE TO THE \, ` n' MID CLAMP ASSEMBLY FOI LOWING UNLESS OTHERWISE , NOTED: \ \ -SILVER SS. 10-16 FT-LBS - BLACK S.S, 7-9 FT-LBS ~� - REFER TO ENGINEERING CHARTS y FOR RAIL SPAN BASED ON MODULE -I5" FLANGE NUT TILT ANGLE,WIND SPEED,AND SNOW LOAD L �` SNAPNRACK L FOOT ALL-PURPOSE - BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION FABRICATED FROM A SCRAP OF °' 'X 1"S.S. BOLT RAIL.CALCULATE REQUIRED TILT WITH SPLIT LOCK WASHER LEG LENGTH. CUT RAIL AND DRILL TWO i"HOLES AS SHOWN SNAPNRACK SEAM CLAMP - FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE SEE"SERIES 100 TILT KIT 0-15 DEG" X 1" (OR 1.25")5.5. BOLT -SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER USED TO COVER CHANNEL IN REAR TILT LEG NWNSTREAM ENE. . fEtiIGNER GWP,,e.(e,s "6 E PART WUIUER OESCRIPTION REV a 7�.f. rF;,(,\� Q(�• s - DRAT I ER GRyan DNS S100 D11 SERIES 100 TILT KITS 1045 CEG SEAPA APPROVED ev Darr. 120113 CLAMP MOUNT F NOTES: REVISION. -5/16" LAG BOLTS MUST EMBED 2.5"IMO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5116"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS CAN BE MOUNTED IN S.S. FLANGE NUT -BLACK S.S. 7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION OF LS CAN ( MOON ETO EITHER SIDE DOWNSLOPE L FOOT BASE AND UNDER ROW j X 1"(OR 1.25') ) . OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND ♦��' CHANNEL NUT SPLIT WASHER - 1. ,�T r 5.S. LAG SCREW WITH FLAT WASHER SNAPNRACK � ./� 2.5"MINIMUM EMBEDMENT STANDARD RAIL IS STANDARD , SNAPNRACK COMPOSITION ROOF FLASHING STEP 1: BOLT L FOOT BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASE ROOF DECKING TYP. � j ROOF DECKING TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. CC��nI��, � IMNSTREAM ENERGY CORP DESIGNER: 0McMemma SCALE DNS PART NUMBER'. DESCRIPTION- REV �Uh\VIrack- "" DRA"TER 0 Rya" 5100 PEN 001 PEN DETAIL 01,FLASHED L FOO i TO C (�R9smah"noft-i m ... APPROVED BY; DATE' 120L13 RAFTER r CAMMING SEAM CLAMPS ARE REVISION SPECIFIED WITH A BLACK OXIDE STAINLESS STEEL BOLT. IT IS IMPORTANT TO USE THE PROVIDED BOLT AND TO TIGHTEN TO 16 FT-LBS FOR FULL LOAD CAPABILITY CLAMP CAN BE USED TO SECURE RAILS OR DIRECTLY SUPPORT SOLAR MODULES TO DETERMINE BOLT SIZE ADD WITH MODULE CLAMPS 1.17"TO THE"STACK"ON TOP OF THE CLAMP(X)AND ROUND UP TO NEAREST Ij" BOLT SIZE L FOOT OR SIMILAR TILT BRACKETS CAN BE ATTACHED TO THE TOP OF THE CLAMP AND PROVIDE A MOUNTING POINT FOR RAILS OR OTHER 3: BOLT IS STRUCTURAL MEMBERS TIGHTENED, SECURING CLAMP AND L Cl TORQUE BOLT I FOOT AT THE TO 10-16 FT-LBS SAME TIME "X'. SEAM CLAMP BASE _ (STD BASE SHOWN BUT INSTALLATION OF WIDE BASE IS SEAM _ .B IDENTICAL) CLAMP CAM 2: OPEN CLAMP GETS 1'. INSTALLATION STARTS SEAM LOWERED '5 TYR WITH CLAMP IN CLAMP ONTO SEAM OPEN POSITION THREAD WITH BOLT LOOSE INSERT 1 2 3 ❑ rte MAINSTREAM ENERGY CORP, DESIGNER: 0AIPPKe SCALE: DNS PART NUMBER: DESCRIPTION: REV �[`l�fC�.—,�L1p Q --• --�-• "' DRAF'FR: D Ryas 5100 PEN D04 PEN DETAIL 04,SEAM CLAMP F ,PROVED By,I�11 I DOTE: 120113 t 'Hit ..A solar - o 57x^ y . � . } ♦ y rybidr SolarEdge Single Phase Inverters o Q For North America SE3000A-US ! SE3300A-US/ SE500OA-US/ SE6000A-USi SE760CA-US / SE10000A-US / SE1140OA-US 7 ne a i n2.25'_ t � 2hL� t •>3,R `4g�C�� gyn :.Y t 4 ! If The best choice for,Soladdge enabled systems, Integrated arc fault protection (Type 1)for NEC 2011 690.11 compliance ' Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket - - Built-in module-level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 solar=eo Single Phase Inverters for North America SF'0'PA-i,S 2E38ii0A 2S' AE ICOA US:SEb010'A.-UiS SE3nOOA-US SMWA-US SESOOOA-US SESDOOA-US SE760OA-US SE 10000A-US SE1140OA-US OUTPUT _ . .. _ _ . _ ORD.a 20 Vomlpal LIJv.�r tJUFipt }aplr W00 5t11}0 CI )(I '500 1.100 d?_ 1110, " 100QWhfnF,� .. das..AL low�.U�1Put_ _ _ �'pLL--_ a1Si1 ..ISO;tu yL`Ri n000 b�SD._ L .0 s1U l44I , bn AC Uv;pat Vn Ro;,e P:I or.Alco:.Mos. - Ai 211O.o'10 64 V1, ai Pmt oci Iry Min.Na11 Pt=:x. 9.2 1,0 L0 9 I,tY Al mmt t (,, fa 3` Go 60.;17.. naz.Conhnuuas Ootp,t".«enl 125 lG )1v 20FV2S i3 4 T.SV iZ5 0. G FCI rhteyhold -)40V.- .t. - A _ Unl¢y M Immring,i5landln Pnnec ling[nun[re La nV arable inreshol.ls YCs Yes INPUT Maxlnwm UC 1 ari(;TCI 4050 5100 f750 8109 � 101150 1350(1 15350 tN TrinSinrOt�F1e55IJnI>.riou 1LeO YBS . ._ .. .. i. ... . .. .. -. .. _. .. ... _. 1011_ ... .. _. ivlae Input Volmge 500 tole .- ..,. - .. ._. .. NGm.Ol.lnpar 'ollage 35 F 1JSVi3S0 %211U1, - - Vd: 2geY/ ' 33:1 Z08V Ma.q L11 rt Cw rent' 9.5 13 h '1!3 23 _ X4.5 Am.. 1111 S 5 �290V -. .�. �N 240ti .1. ... .. ._ ._ - .. .. ... ' �,r avant 46 Ad, IdaX. y,I tShort Ci¢uiS C _ .. _. .. .. ._ Reverse-Palzri0:Protection Yes _ . .. ....L. .. . .. ,. . . . .. .. ... _ olaSnn ahm� 600Nu SenSitiv(ry around hmlt ln .. ... _Det:. .. .. t- . . .. 111,1 ... ..- ._ . ... ... ... .. Ma�imu n l SerCsr E{fidencry 918.2 d°.s 10A, 9 S- -98 n9 9H % ... ...�. v _ ... .. - i _ -, LtBI" CEL bvei�hlec ftficiencv 9?5 9R 9J5 9'S 01 _ tgDZ_OV 9l 1dOV _ N phfti�ne f o u Ccns.nnolicn <2.5 W_ _. ADDITIONAL FEATURES SuUplh tc ltooirucn23hnn lnrerfa4e_ _ R5485.R]23-1.t'hef0.67 Gre(oplim:al) pap U-FIEC2 4191Ophrnal�l feV20Ue dd� 1 Fa id Shu tdaun NEC 014 9L..2 � Funtronal b enahud�mhul S�I rPo� ra lid'hurrlown I'll Is it stalled"' STANDARD COMPLIANCE tiarety� JL1741ULI6495,OL161 (,SA 22.) C Cd Cunne no . .ta nhar _ IEI S!7 Fmissio�s __ RLoa,LlS S,as 6 _ INSTALLATION SPECIFICATIONS _ - 3jl Ono a l:un e l S/.Inn I x31SdA � � ---T AC aupn¢eond� ate. NtCrmo 3/4"mu n n 16-6 AVS /d e mm 83sb' [ .. i .C . ..I ... U( ml u[ cn uLL I e � ('I tr71 s t � i/4 ni.rlmmn L 2 rinAa/ 9btC ianLe 11 t fV f ' ierSio j, v th t, r.LvS»,t 1 _ (.5 x Il 1,n 10 - 111 eiel7hi sl ul�1f,t Svrith 51.2%33.2 3. 1.47 884 4�.1 Ib)k$ 1111. i ... . . ... Naninl CU11VCf.Ilflh ioolin� N:11 wa'Cslrrecetion awinfetn4l rans III .z pfaceabi,) fee(user Nose r 1 n:Mcx OI e z.n�Ter IP'�ah8c .. •• •. �n�e ,L. lu TaOff- tcoldoro I to rsloo aloB vola`) r./"c _. .,. _ 1111.. ... ... .. ... .. ,.. .. Protection R.nin� NEMA 31i Id 8:.;.Jo. sA,1 To .,aro i y l x P vT r If Y N v s 1 .> ¢*1 y C SJRSAll nEG .A, Nr,,jk? �`'•' y'r x 4 77 r v M solar - o �, S" A, SolarEdge Power Optimizer . , Module Add-On For North America > , P300 i P400 ( P405 9 ik r k _° ! 41. P k ='r� 'fry � '�'�• �PV power optimization at the.module-level ' —�Up to 25%more energy- Superior efficiency (99.5%) r '' Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading , Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety i;5t� - -�J,;rN, - I kji, r�k r-c - !z,- A,ti r,iiink. .S`.A�i solar "" SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 - - a P300 T P400 15405 ,(for 60.ai l module.) (tor72 96:, llmodule; _tfor_thln him modules) „ yam! INPUT Rated Input DC Powe(”' - 300 400 - - --405 - -- W (Vo, to Maxi mum lnatuie) tage 80 125 Vd[ (Vo, dt lo'veSL CemFera[w_ el MPPTOp 48 8 80 12.5-t05 Vdc ., army flange.. . . .. ( $' - - .. MaYImum Short Cucun Cw lent(isrl it) Adc' Maximum �C In PIT G.Inent 12.5 AdC Maximum Efficiency 99.5 % Weighed Efficiency 98.3 % Ovelvotase Categ�U .. it OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maxim um OutPui Current T 15 Maximum Output Voltage 60 85 Vdc _OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) _ _safety Output Voltage per Pawer Optlmizer—� 1 Vdc STANDARD COMPLIANCE _ - I t l.C.'artllli'1y B,IEC6100062,IEC610006p. ... .... ... ... , . ... .. .. .... ... .., .t. ... ... _.. . 5-1Fety ! IECF2109 1(class safety).UL'L71n ... _... _....._ _.. _.. ._.. ... ... .. ....... ... ... . .-. .... _... ._ ..._ .... ... RnHS _. . . .. . . ..... _. INSTALLATION SPECIFICATIONS Maaimum Allowed System Voltage 100D j Vdc ... ,. ... . . ... .. 1 Pax-2 series L17xl hr x40.S(y SSxh.i4e159 - mm/in Dimansinns(WxLx HI I( 1'28x1 )x2 Sj '�2x 152so5) 128x12x48i Pxxx-5 series mm/in Sr597x 104 Sx59't1,37 5x5_97x 189 .., Weight(Including cables) . Pxxx 2senes 950/2;1 ,.. IPxxSserles 770/ 1,7 4307205 930/205 )£r/Ib Input Connector I. MC4,Cunpanbl _ .. Output bVne type/CDnnee.t0r Douhle insulated,MC4 Compatible Outnut Wit leligth - 095(_30 .. _ 1;2 3:9 ... m R. Operating Tem}erany Range - 40 +35/-40 e15 ,. .I.. C/c Ploternon 4aling N.x-2 seC s _ IP65 P1fi 11\4 Pxxx-t relies IV68(N NIACI Reladve Humidity, -hated SS ynx,o'Ip.nn]u:a.M1l aJule M vp[o.'.rpweRolzran!e a'lowa,f. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 48GV A SOLAREDGE INVERTER(tt -- _ Minimum otrmg Length 8 IO Maxin � I e ' Opd n z rsJ .. .. .. ... u r String Length 25 25 50 (0aver t7 phml els} ., � .. . 1x7 , Maximum Powcr Rcr SSuing ... .... ... .. .. . ... 52 u0 _ �. ... fi0tl0. !. s0 _ ..W. . .. ... ... .. 1 . Nrallel String of Different Lengths Yes or Orientations I:M nog allox,'r.,rnw 110i"'a P_"")"M01W1'-)1 iii vne.ieind. y ,yrF_jS£ yy} A1Y Ue 4q � j r Mono Multi Solutions HEUniversal 60 CELL MULTICRYSTALLINE MODULE 245-260W ' . - FA0508 - POWER OUTPUT RANGE 15.9O, Our moat versit ie pro, MAXIMUM EFFICIENCY 0 +3% x One of the intlusry s most trusted rncdules POWER OUTPUT GUARANTEE u:c� T j,,sro'.on e'� cSeacldc t HigWy eiiabie d je to sttingent auaHty contro! .;erhfieri to wi'iutand challenging envJtonrnenfa< co, conait uns . � e„u < <. T f LINEAR_PERFORMANCE_WARRANTY 10 Year Product Warranty - 25 Year Lia ear Power Warranty lil fro$0101 r�f1111E[� �”' _ nrnver orlot • oy� 9 r•w }a a 'Stllhr's Ikievr Nbbran( Trirlasolor 4 e THE Universal MODULE TSM -DA05.08 DIM ENS I OFFS of f'.'MUDULE u m ntl: m 911 .eek Fouler Watts-P-.=.6'/P) 243 250 255 1_00 Power Cutout roleranee-Ren,(%) 0-+3 I` �uo•cu �� Vksxml mPo ar Vollog V_n(YI 29.9 30:3 30,5 30.6 ^-- — •Aaximum o er Corre !1 •(A) 8.20 627 _ - d.3) 8.50 OPen:=l telt ;V 31.3 38.0 38.1 38.2 ms SM1wt Chculf CutreN-1,(A) 8J5 819 8-88 9,00 Module Efficiency N.,l%J 150 1$.3 15.6 15.9 c•- 0,7. (9CC'; Me'inmmPower-P.,,IWp) 102 186 190 193 Maximum Power VOBoge-V„rr IV) 27.6 MA 20.1 28.3 Mrs i mPawer1'urrehh-1—iA) 259 6,25 6:74 6.84 r"0161m1' Open C dcoit Voltage-Vs(VI 35.1 35.2 35.3 35A /— JA� A 1 �r— nut Crc f-- and - idler cells MOlticrysialline 156e 156 mon(6 inches) Cell oriantalbn 60 cells(6.10) Module dimanldIll1650.992.35 mm(64.95^39.05.1.3]Inches) Weight 18.6ka kk.Ofbs) Gla, 3.1mm10J31nc'nesl,HiOh Transmission,AR Cooled Tempered Glass 70011000 mm Backsheet While Frame Elack Anodized Alummium Allay f J-Bnx IP 65 or IP 6T mtetl Cabins Pbolowlto:c Tech nobgy ca ble 4.0 mm2(0.006 inches'), 70011000111m I-9 CURVES CF PV MCOOI E(245N) Connector 1AC4 or MC4Ccmpatible 1 t 1 Nf4R L;:i 'INGS WAR.ANfy _ �— ].. Nominal Opmrstin,0211 10 Product T_mperal e Work NOCT) 4A°C(±2°r) Workmanship Wanar'Ay temperature CoeFfiaenl of P. O.dl%/°C 25yearL'mear Power Waeronty Tempemiwe Caefrcienl of V� -0.32%J°C w ^. •',.. a _ ,n x ,r In,o,w. Temperature Coetficlent of Is, 0.05%PC r!.^ 1 1 „a. f8:n: 4.. eta Fl:,nOAs RArI:IGY . Operational Temperalure -40-.85°C Moxlmumsytlem 600VDCIUU e Voltage Mal Series Fuse Rating 15.A CEP.TIPCATICN t 4L us $P Fnck Amar cpn;rlr_.;;aNunrr us m Modues Pernox:30 Fieces Modules per 40'conlainec 840 pieces , Zj11 ti, :..c,w Tranasoirr • hlL. �tyg r1Ytn1`nx