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2 SUTTON AVE - BUILDING INSPECTION The Commonwealth of Massachusetts _FEQIVED INSPECT10"IAL U!MES n Board of Building Regulations and Standards SALEM �. Massachusetts State Building Code, 780 CMR d a) S C p ev 2 11 Building Permit Application To Construct,Repair,Renovate Or DeT>Qotiswi One-or Two-Foinily Dwelling M This Section For Off ial Use Only Building Permit Number: Da e AAp�plied: to l`&VV { Zf l 14- Building Official(Print Name) Signature Date 1 n SECTION 1: SITE INFORMATION U ' 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers '1 2 Sutton Ave /S L Ia Is this an accepted street?yes no Map Number Parcel Number \ 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq 11) 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: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal ❑ On site disposal system ❑ Check i f yes❑ SECTION 2: PROPERTY OWNERSHIP` 2.1 Owner`of Record: Brian Hennessey Salem, MA 01970 Name(Print) City,State,ZIP 2 Sutton Ave (508)221-1463 madaketmadman(a),aol.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK' (check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ 1 Number of Units_ Other s(Specify: Solar Brief Description of Proposed Work': Install 2.86kw solar panels on roof.Will not exceed roof panel, but will add 6" to roof height. 11 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials 1.Building $ 840.00 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee 11,160.00 ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ 12,000.00 ❑Paid in Full ❑Outstanding Balance Due: .0'1 _ /G -14s SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30/17 Gregg LaCasse License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 20 Patterson Brook Rd. Unit 10 Type Description No.and Street U Unrestricted(Buildings up to 35.000 cu.ft. W.Wareham, MA 02576 R Restricted 1&2 Family Dwelling City/Town, State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances (508)291-0007 I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170355 10/12l15 Tom Blumetti/Trinity Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 City/Town,State,ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 1.52.§ 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 ..........if 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. 9/18115 Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Tom Blumetti IrkI,,- Yw i ce{ 9/18/15 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 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(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at wmtv.mass. og v/oca Information on the Construction Supervisor License can be found at wwnv mass g_ov/dps 2. When substantial work is planned,provide the information below: Total floor area (sq. ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 1, Hennessey, Brian do hereby grant Trinity Solar the right to sign on my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other (Mumds'.d-M related work on my property at 2 Sutton Avenue . Please accept this (5iveei tlddress) 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. >ncet 2 Sutton Avenue Homeowner's Signature Street Address Hennessey, Brian Salem MA 01970 Print name City,State,Zip Code Phone Numbcr R tl CERTIFICATE OF LIABILITY INSURANCE i0 29j20 14 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 IN.SURER(5), AUTHORIZED I 1 REPRESENTATIVE OR PROCUCER,ANC THE CERTIFICATE HOLDER. ' I IMPOR.AN If,he certdmate holder Is an ADDITIONAL INSURED. the iodicyl'esl must be endorsed. If SUBRCGATION IS WAIVED. subject to the terms anc cendiucns of the policy Certain,policies rrav raouire an endorsement. A statement on Iills certificate does not confer rights to the I certificate holder in lieu Of Such erArsement(s). I veooucFF CONTACT Earbaxs Rayde^. P FAD_TTPAR AGENCY .1'32;79D-8a:4(732) I7B Court S_rsGt E+4at ,bahayden@dittsTa r:.nsuran:_=.Co. P.O: Box 1'cu ta NJ 07,72E ,,RERAALI-Geriin America INSUREDINSURER Ncrtb River Znsuxance Trinity Reatirc E Air Inc. , DBA: Triric, So Lar INSURERC:Lloyd's, London HPTP Future Holdings LLC DISURERO: 2211 Allenwood Road INSURER F. Wall. T NJ 07719 IxsuRER P: COVERAGES CERTIFICATE NUMBER:201B-15 Liab Master 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 WDICATED. NOTIMTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W17H 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 CF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED EY PAID CLAIMS. iLTR x TYPE OF INSURANCE EPP POUCYEYP UMRS POUCIx1N8ER G'H7 LIABILITY EACH OCCURRENCE 4 1,000,000 X CCNNEACIAL GENERAL LIPBIUTY M 't o 4 500,000 A CLAIMS-MADE OCCUR 000065614 1/1/2014 1/1/2015 MED EXP(An one pal9on) 4 PERSONAL a ADV INJURY s 11000,000 GENERAL AGGREGATE 'S 2,000,000 GEN'L AGGREGATE UNIT APPLIES PER. PRODUCTS-CAMPAPAGG S 2,000,000 R POUCY PRO` LOG 4 AUTOMOBILE UABIUiY ° 11000,000 A X ANY AUTO BODILY INJURY(Per parson) s AU OS SCHEDULED 000065914 U /L/2014 /1/2015 0001LY INJURY(Par arcftlent) S AUTOS AUT03 HIRED AUTOS NON-0WNED 3 AUr05 teeeMl.Peh $ UMBRE1LA 1148 OCCUR 81111012014 1/1/2014 /1 2015 EACH OCCURRENCE. S 15,000,000 B X IX�`+•S� OAWS*ADE AGGREGATE 4 15,000,000 D I IRET5YDONI �J=ER11012014 /L/2014 III Umrtx of St0,a0g,OW 4 $15,000,000 Ai MRIO?RS COMPENSAt10N PRI ATLL- OTH• AND EMPLOYEERS'UABIUm, ANY PROER)R/PMMRI EEK CU Y/N. Ei.EACH ACCIDENT 3 11000,000 OFFIC: IEMBER EXCUIDed, N I A (Wyywar�i�mtary NNHI 00065614 L1/1/2014 1/1/2015 EL DISEASE-EA EVIPLOYEE 3 11000,000 IOEBCRIPTION OFOPERAT1pN5 Debw E.L DISEASE-POUCY LIMIT 3 1,000,000 C Errors G Omissions ZARMOZO1402 /30/2°14 /30/2015 Per Ocar m $2,000,D00 Pollution Liability AaerlD . $2,000,000 DESeMPTONOFOPERATONSrL°CAn SIYENICUS(Attach ACORp 1D�,Atltlitiorel Relrmlka 5ctlaJul&iF mare apam i51a4u1nW) NJ CERTIFICATE HOLDER CANCELLATION. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Trinity Heating 6 Air, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. T/A Trinity Solar 2211 Allenwood Road AUTHORZED REPRESENTATIVE Wall Twp, NJ 07719 Barbara Hayden/BAH ACORD 25(2010105) ©1968-2010 ACORD CORPORATION. All rights reserved. INS0251201005io' The ACORD name and logo are registered marks Of ACORD Hasten, M.A 1,2 U i-20 Trinity Solar Adurts.s: 2211 Allenwood Rd. City/State/Zia: Wall, NJ 07719 Pilone 7: 732-780-3779 Arc paa..employer". Cho,ck the appropriate buc Type of project(required': i ZlarYaeMpnwtT,odi 300empit)vtts(fuiland/urpan-nmei' 7, New construction 2,C]I are a sole proprietor or partnership and have no employees working for me in 8- O Remodeling a,/capacity [No workers'error.insurance required.] 9. 0 Demolition i 0 tam 2 homeowner do mg ai I work myself [No workers comp insurance required.1 10[] Buildinge,addition 4 C]I aro a homeowner and will be thin, prarac to is to conduct all work w,my PT.PpropertyT will ensure contractors.,all contractors Co ,-either I:. workers 'o.pc5,iui,o1 uIs"ance w are".1c 1(171 Electrical repairs or additions 5CO proprietors with no employees- 12.E]Plumbing repairs or additions 5.C]I am a general contractor and I have hired the noe-curinvicatras listed on the aluchcd sheet 13.[]Roof repairs Those sob-csonsacticas have employees and have workers'comp insurance' 14.C]Other 6 n We are a corporation and its officers,have exerurstd their tight ofesernpoon per NICYL. 1 1(41.and we have no employees-(No workers'count,insurance aqvaredj 'Any applicant that checks box hil mostalso till not the section below showing their workers compensation policy attenuation- iforneo,nors who submit this affickwn:indicating the,,aIe doing ail work and then hire outside contractors roast submit a new affidavit indicating such- ,Contractors that check this be,caua attached an Additional Ocin iloIwing,the name of the mo�ootlaltrcs and stele whether.r not thIl5c ertftieS bavC employees. Ifilic sub-contractors have employees,they must provide their workers'comp policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and Job site information. I hisurance Company Name: 7-77e- 1)i4P?ar,4aon1-v Policy ffiorSelf-ins.Lie #- Evv6ifClmjmZIYLI Expiration Date: 1//_/__;1JJ5 Job Site Address: 5(A#611 Aj� City/state/Zip: 4 laV7, li 0 Attach a ropy of the workers'compensation policy declaration page(showing the policy number a expiration date)- Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 andior one-year imprisonment,as well as civil penalties in the hmpa of STOP WORK ORDER and a fine of up to$250.00 a day against the violator. A copy of this statement may be fbmtirded to the Offlice of Investigations of the DIA for insurance coverage verification. I do hereby ce!Vy under the pains at"nadtles;ofperiury that tire information provided above is true and correct. Signature: Date- ?119116r Phone.4: Official use andy. Do not write in this area,to be completed by ch))or town of fud'al City or Town: Permit/License 0 Issuing Authority(circle me)4 1.Board of Health 2. Building Department 1 Cit)iTown Clerl, 4. Electrical Inspector 5, Plumbing Inspector &Other Contact Person: Phone 4. Lf - off wnii. ILS: :zSS 1 t_ I10P1 Pl_iZ.c - SLIiEF _ 7nii f'_� i•1u-C e 1"iiIi' - .L1::C ..,._�'. .1:ia_'".. ne4istra 170355 FyOe, Corpmatior+. ExPiraiiun. !0;12120'i5 T=1 2449E _.�_ —Pi, -1=� ii r r• x.: CAI t, -- _ - - — i1i� L pda3e Address and'r^.tu:n car^i. !✓'a�k r_as ar.-;.n r citar•.g:. Address — Rcnewai Employment "- ,t,oss Caa1 Office of Consumer Affairs&business Razulation License or registration valid for individul use only .^g - P7E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: glstretlon: 170355 Type: Office of Consumer Affairs and Business Regulation xpiration. 1011212015 Corporation 10 Park Plaza-Suite 5110 P" i Boston,MA 02116 TRINITY HEATING&AIR,WC. / TOM BTERSI _ D 20 PATTERSONON BROOK ROAD U � � _ ��1( ---G l---L_t`T—C•l,/ OU�St�WAREHAM, MA 02576 Undersecretary Not valid witho����'ut signature 7. Registration i70355 Type SUrIOP. lelll Gel'G _...___ c:Ylra or— Vpdate Add FesS s ld return'�Fo. Mari(n'eamm for c0lrge. Address r-; Rene-mil !J Employment ! lose Card `s-. ffice of Cecsumer Affairs& Business Regulaticn^ License or registration valid for individul use only 'ME IMP RGVEMEBdT GCNTEACTGPt before the expiration date if found return to: c 0f6ce of Consumer Affairs and Business Regulation 7islrz#cn; 170355 Type: 10 park Plaza-Suiie 5170 ExPIM110n: 10M22C15 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE 20 PATTERSON BROCK ROAD U � -- Mgt WAREHAM,MA 02578 Undersecretary o valid w ov 84ure S is ,;a� a-•.�, ,r, gar CS-103631 S s Ace GREGG LACASSE 14 PINE ISLAND -Ife JI MATTAPOISETT MA. � t Cam"missioner 08/30/2017 Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138eE-mail: grichardpe@aol.com Richard B. Gordon, P.E. President September 14,2015 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 8'-3"span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading e 4.33 psf dead load(modules plus all mounting hardware) e 27 psf snow live load (45 psf ground snow live load reference) e 4.5 psf dead load roof materials e Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Brian Hennessey, 2 Sutton Ave.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, 2011 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"-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 l' Richard B. G rd �r\IvA OF M,S Massachus tEs P.E. Li .nse No.49993 O2s yG� RICHARD B. O GORDON � CIVIL,MECHANICAL, &ELECTRICAL ENGINEERING U MECHANICAL m I NO.49993 �j.�/ONM- 4 INSTALLATION OF NEW ROOF MOUNTED SUTiON AVENUE* 2.86kW PV SYSTEM 2 SUTTON AVENUE ,EU SALEM, MA 01970 = � ICOURd I RRYISIORS is VICINITY MAP SITE N �NOE4RAIINxmm SCALE NTS vmject ripe:HENNESSEY,BRIAN TWNITRPCRu ISO-OI BARI I SU70N AVENUE SALEM,MA 01970 pEREu.V.N NE, CORDIAL NOTES CONTINUED UENEPURECE.C.PORLID Aa gnpxBmxRNDED SHEET INDEX TUNNO ALL C. UL ABLESENFPTOMTHOPArveu is Ia. C...yI 1nB R 1.0JES°Auo III. MEs PI COVER SHEET WI SITE INFO&NOTES oIBWm nnT: RESCO1.TIE µ ISLEFOCILUENIN AwAYB Ee[ n XE c ST`ANDAND3CANDoETlOxurnm EAL VQATAVPECE PBOPOSE02.B6kW SCREC reNTANT'N'TRiNND+LL TERAIDENOHNCLOwENTERUHEDC afEMENTB M CO.I. 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NB A9 O-ENNUN3 OF THE NATIONAL ELECTABLE I .LLLMATEASAD'"WMIAx3HR AND I'll SHESN'RLX 6AI LPEPBEBETrt NE.PILL EDVERN, MPPWF EM SHORN HEREIN STILL DFI TPOIAO FAULT IMEPRIImEP T.ALL SYSTEM COMPONENTS TOPE BE I.0 MCCHMIRI NITHI IN FOUND LV(CYCLEBPFP IINPT.LLLED NIIH THIS W3lEMASSENT .ARE TO BE UN aPPEMPPEVAEC FIUUNIVIPAL SELONS, 'V'LISNTRA. ITHALLOCH.ODEPAU AA RCW ANDSP TUNS. llmmxa N it OUTL RLL.LH Ix LLAEA AWDOCCOSAN°PEOVIHEMEnT3 <ENER.yCOHEN -�$ot" F ISSUED UHANINI.I4 DARNED WITH A REVISION CHARACTER OTHER THAN'-..TRAPS BE AOVSE°THAT FINAL EWPMEUT AFOML SVSTEI.I CHAVCTEHINION WE::I14hCTTOp NEEDUETOPVA UTYDEEWIPMENT. A _ - TVNINn.4yVTEiP Ul.IV SOUP MOWLE"'CA, pTNI I UNICCLALIP FREFERTOEWANHECALL O.. 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((jj�� y 3SUTTON AVENUE F >l SALEM,MA DI9TO L� Orawm Tille: BACK 1' FR NT ,� PRDvosED:.BEVW O F,jU6;,.]1118h y SOlAR 5Y5TEA4 E� D a„a I mrmal'0 ,D sim� DC 1!tf!'lir; ALIUST LWmafiOn i s6Aw RETALMODUESS W. PNPAUI'S' 6IPDOUTE ED D m MVn AEC IPpry AXILSM OUR L MU - PACIIND }NxxwA ROUSSO CM El ,IAMEDUIPM.ENTw&LBEINa AL�DIMAQGOROANCERNm - D mlwufmmPERS lxsrnunnoN.-IIIINDni,ut OUTDOpwPX uwmuu rvFwl}R Rnnxc. Rc¢No. BM1Pot EOVIMFNTSNLLaEPAINnG SI•LLISCATIGNSAREAPPHONIN.TEANEREGNRE PILDVEPRIUnON s1 ROOFTOP SOLARINSTALLATtON ONLY PV ARRAY WILL NOT EMEND'BEYOND THE ERISTING BUILDING ENVELOPE R1 r 2 ARRAY SCHEDULE SYMBOLLEGENO PLUMBING SCHEDULE EOOIPMENT SCHEDULE I� V _ ® Ip pMeATE6 N.D F510lNnER.PEEEP IO rySiALLEp WIDOEI(I OISPANNELI TO pE W*� rR NSTCLPST OEM AUNR TO UAL NF UNWAG SPFCX 6OVD LE NFO pN UD A © pE TRINA 3601TSM160POOS.OB u0 UTF5xEw PvbOLµ MODULE RED SCOUTED R 1 EV IP YIFFEARS M XIP,aN..P rvNUIEi,6,NOm ERIGL., Q TETEROEOI PERIOD CHENrE O TE O IL�I ® mTRUT USE MARULE FGaS EL p 5 TT 6 E, OTHER OBSTRUCTIONS 1 EN �:ixNAISHE,`TcrR w.P L �p IR .ILEA LDIE EOO"� MErearpeE6 __ REfw T°HPIALLAn TN:L.Mw:rG°apsiEcs Nw `!"� d Tf IiM CATEs rFM1Y ENT OLLO G FOOD ATACNMFM FINURE 211 M—.PA Rnd G WFED=MV NPPNELNxE 1TO BE ® N1EOrvM,rsNFEPI PIOpE µ IREETNTI�X01NEERINTUDIFTRFOR PRI Nrnlm—19 wv.�nlysna�om % i eRpm¢¢nu so NcaRA Charles P Bonicker TO UP,NOalm®a AS, Inc 0BA TrI,WY Solar MOUNTED 2211 Alle orcl Rd,Wall.NJ OW IS UNpfA$RM MCOUIE _ L]SIRE. O.LI U IIAPIFDCU[PSW PER MOOUIE MPFRItRIH6 / \ 151RINGGF II MOOVUSINSEXfS"35VVmn +' SrO - -- ^-------- ^ - _1 'lRlnx.1EDIxuDEIxrERn BOX -- F -- BGX _ I li\ Ii I T I %I I j I I I IDS od I SYNCOPS I I I 1 I I NESERIPnox GATI PMecl TWA R I HfNNE55EY,BRIAN I ARR AY CIRCUIT wlxin4 NOTED TUATIACCI ]01SE8]I6 COMPLEES MR.]OIL XEC DIPS NET TACIE Ip M BREAKER PIOfCCI AtldrC33'. I.)LGNFSi EWEGIED AMBIFNi RNPERANRE RASm M F.TISTNG 210V If 14/2 NM CABLE AAIRAE NIXINUM MEAN EXTREME DRY GAS IA/]{OV NA 1WA NMN SNARES I 25UTTON AVENUE TEMPERANfd FOR ASRRAE LOCATOR MOST SKLAR TO Vllllh , INSTALLATM LOCATOR. LOWEST EXPECTED AMBIENT METER IOOA SUSSAR SALEM,MA 01970 TEMP--HFC Ir 2.)HIGHEST CWTNJWS AMBIEM TEMPERATURE EASED `.� 1 j ASH RUE OR ASHRAE NIdEST MWTN]S BAN SOLD l v I DIOWin Title TEMPI OR RAE LOGTCN WENT 9MILAR TO "S I y STALUARM LOCATOR. HIGHEST CONGRUOUS TEMP- ,1 M1 J PROPOSED LISSM A)]W5 ASHRAE EUNDANEXTALS 2s RESIGN JOA CHEESED pRCOUCT10x SOLAR SYSTEM OA UNALAL EICO TEMPERATURES DO NOT EXCEED 4IS IN THE UNITED }Op Nfplp9W INYD36�}E D STATEG(PNM WRIX35.CA IS MIT). FOR LESS THANpRwO IOIOlmaliOfl p WRRENT-GARRII CDNEACTO s IS A u _ ♦e °xGV.rE WUmSI RCGF-WU TED WNUT CMDU17 AT LEAST W ABOVE r i ,.„av fl�AHO VSING ME OUTDOOR DESIGN TEMPERATURE �•-�� T 5[Vev 6 4]C ON LESS(ALL Of UNTED STATES). { 1 I .M �� m 1 I PgROTDwL I TAIc POWER snrzus sxnu BE -_- --_ B - B - E 1 seem mmrmadom TTED To OPENgE AT" GE UXGBWND '- °.m^.c - 00© 08 I PXOTDWATAIC BOUNCE AND OUTPUT PRWIT AS RA r.-�__-------I °°memm 1 IOrnt5v5TEM5RF. LR6kW XEC 690.]5 EMSTNC NATN SUMER Sp1ARE O I ___-__J IVTeIMOODUmuxN lI LOAD A)ALL GOOPMENT INSTALLED WTOODUS SHALL NAYS 2p2OA BACIA FEE, PIN DTT]RB r.________J INSILLF5 AIP Inlw.IIG A XEMA]RATNG. W/�PAKEA LW( VTl nvmuPexv: R AID.84 CILCULATTOXS FOR CURRENT CARRYING US— a]9—III, ...00T.. RR 1v In FT tl 96.., IEWIPEO CONWCTUR AMPACITY PER STRING DIAI TITEFp SUNNWA [nE fiaoalRl(gf(IlO Is5)1-HI A"nO,PARAIER AMFACITY S x5 AMBIENT TEMP: 55 C.TEMP DERATNG(ACTgt,TB MODULE p5u.]60 vU0p W1 RACEWAY DEAADNG-]EGA OO R¢v.NO. SM1PoI (W.76)I.00-..AOA lu ]O.WA E I8.75A IW.REEDRE WIRE L2E IS VALID IV¢ 6Txv.'x.7 4ELTO EASllc—ID1.1R1 PV - 3 TOTAL AC REQUIRED CONDUCTOR AMPAOTY Iµ. 14.00 15-1],50A lla^Pvc w/woTxVm"11aLVTxw- RAC WIG.BERAON A.RADIII ME: S l/0-w/41V TIw1tl,1-11.A'I OROUxo -a AMBIENT TEMP:JOT,TEMP DESIGNS: 1.0 I"CIIIevl-OGROP 5 RACEWAY DERATNG 3CCC: N/A I/Lr PScwl z+'LVTxwni,HlRrxw- IDAHO-4GA 40A!17 KA,IHENEFO1E AC WIRE SEE IS VAW I/A'wi A,*.i�vi m 1.,,,A UI CALCIIUTEO.PON FV OVENCUHOU."PROTEmoW Ew/.a WECOPNR6oIm TOTAL INNEAER RRENT: 1a.WA Y �i]W_MYR 11MA 1,25 Z.IL -17.50A Inl�°xvolw.J --,2OA GVERCVRRENT PROTECTOR 15 VAUD u —xnm Cm 1 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 September 14, 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 8'-3"span(horizontal rafter projection). 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) • 27 psf snow live load (45 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 Brian Hennessey, 2 Sutton Ave. 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, 2011 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 5116"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 3/8-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., LL/C e l' TSH OF MA Richard B.G rd a qyG� Massachus .E. l is rise No.49993 0= a�cHAaD s. m. 2 GORDON N C O pSECHANICAL N CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING •J.49993 . II INSTALLATION OF NEW ROOF MOUNTED SUTTON AVENUE. 2.86kW PV SYSTEM 2 SUTTON AVENUE A SALEM, MA 01970IT M., I V CINITY MAP SITE SCALE.NTS PAN ITIOa'. HENNESSEY,BRIAN FNAIXACCrtl]OISSBll¢ Pr0'Oct AtlErcss'. - E SUTTON AVENUE SALEM,MP 019➢0 TEMERAEMOTESCOMNMTEO NamNTNBEO SHEETINDEX ORAL AxDEEMBRINENED re�xl HEADN aO. PV-1 COVER SHEET W/SITE INFO&NOTES BraY,m rmD: n ALE XCOTALLINAl9 n. xEOCvaEP�Fpryr THE.ww'E161G r.. CU.AN11AAEEVNLMp ' L011"r^oLUMB."aWLPa MM1¢ ECTITIe[sroxENTAFmDaw¢lawxpau 4vnvs PPe RE M s Ca¢EOUIXE wvOLTABEARE PROPOSED l.86HW .XED ErvT AxOFDLLamx0 A4 oE¢CN xNEyTExoLosuXEPNO MEOC :s DAP.Ds,NE AVEBEENExTs PV-2 ROOF PLAN W/MODULE LOCATIONS BREONON¢ARDINSO'TP11EICw¢ A-Or%FAVEMBP DEMAND r x ErvPPwls HAVE BEEN "'IDO Tr SOLAR SYSTEM c PADN,NEPND NTIMETHOURRB,xALIPEowNS VNEParFOFFNTNEPURPOSEOF IwmI 7THDBR PV-3 ELECTRICAL3LINE DIAGRAM INTEARTHN aEnErvFO FROM mwITr. ORRm Px Txa UxKrvA.wp AGENCYREVIEw.XO aRuxER :oxIPAcrOP la >ETEYET7PICLAR¢YSTTEEMAREwPRNE. APPRpvA.THISSETGAINNssxnuMCI NOxc4T Drawn Infvrmalion TOaµEEI-==.`At O DEBATE POLTMUDVMa PEnONpATTLEAOT Max AMARREET "NEL vN1.1 D OL All ¢E .lFN VEPTMEYME TE 1. 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IVPPwEMENTE AO.vx HEPEN ALA.LL BUT A NO rAENTHREPHUPTER ] ¢STEM WMMNEXr6rOBE BEIxA OOPEANCEwITH: XE FPEDVExeY ieYCLEO PER MSL EOY,1TITiHESEYSTEMPPEIMBE AMA mm LwIT+PEMPPEV4LwONVNIOIVPI ¢fCONq SXLOUIVOOP MEEDI�r ESa M0OVa9C STANCEPOS CXO HEONREMEM3 / OEXBMEX iE9 VNL �SO IF IE NI TNAW—IN FMAX EO WI I N A REVIsgx CINRPCTEP OTHER INAN N'.0.EAEE BE ADVISED r FIAT A MAL EQUIPMENT ANDMI SYSTEM CNAPECTEWSTr:Y AIDE:TBJECT 70 PNNOE DUE 70 PVNIAOVTY OF OBTAIN ENT. I HER wes:° �'"� .:. ra, e.,N. OH.I.AXDDA"N"NEV x Ew uOuxrlxp FOOr ATORSRAFxr SOWS MUUmE SOLNMODULE Fanr3,TVauL IHEfEn TO �A'SDEERIxDLerreXfW soM.Exr. rA Lg V�HAc soA N MOuxi eFnu NEW VxIPAC HAtT1.1 tlf VNIHAIl F(N,i ceneewe rene uy AETNA LS HEfENT.-El.LAO Kf YEv9xffTFnxofrxL, ONE wWVEP AOPXALi 3XINQpLEs' L xffw rtn•wnY Aan / S..IlD1.1.HlHS LITxN tl X S--M. FLPSXINU jo MANV9L fOH fiPEw'^nMOEiula .EEyy,wec•enpcxL.n APOL SEALANT h� NEUVEx TOTH ttAGL LeE[ercc mwn ur S.,,°uPw`uilxsir.,lnTwry uALIAL]26 FOP 61'EC64N0 DOTES MODULF3 SHALL NOT _____w___ - pE*LID E'NSTINO PAF TEP EMCEED PEAR HEIGHT. / i/�` �A IRIFIE pUTHELUIFAI;HANU - /,/ U.LaA6MMENT ACDPDETAIL D,—I,1s FOHmscsrv+o Tpy MODULEATTACHNENTON ASPHALT SHINGLE ROOF EIGHT FROMCROUNR I EVEL TO FEAR OF ROOF PIT T, x0 6PEG6fOH XOT rOSViE SGLF WrTOSWE HrnwLMownFwMExecrvs IOA..d I R.OERSHs ' xo. NDEsuilmou~ D.n Project Tlue: E ' NENNESSEY,BPIAN iPIHIttCtCi tO1SE}116 )• � Afl', Pto Cq AtlDmss I Ti26UTioN AVENUE I��} SALEM,MA 01910 Irv-1� BACK "" L FRONT .yl{,' PROPOSED 286NN tL p7(I,.ul1� SODIR SYSTEM W41 ❑ j Fr h :li- D,e..o eV.lxra,-,aron6 it r��„'�} ,Ef nnxu yu�.7 riu'�v „Y I�ry l.,.. Ac Ydu H slCm lnf.Yn.hPn DCy Y;��ry..I�t"�� x66Lw NhNll' P ❑ El DD D LSTw�O.a..a.r, LGHn M EHEAT,.,E E6w,6,D SUXNOVA6 I TALLEQLPPLENT yHA QT-TLPEHAIu TALLANLNINSTNOTANAonxc6mixrXF MAnu ACEWFTOL wExr 6nuueE HAxT1s Rev.No. gM1ce, 1;ALLLO,T r rvntx wxvuu xEFw CR runxo. QlS f.) ROOFTOP SOLAR INgTALLATON ONLY MARRAV WILL NOT EMEN0BEYOND THE EIUSTING BUILDING ENVELOPE ARRAY SCHEDULE SYMDOLLEGEND PLUMBING SCHEDULE EOUNMENT SCHEDULE "+ • ` E ® "n wFDSS GNETIO..PEFFH To DIF.nrES AeTTAUI OISLONNEVI To DO MPunx::suL.::il`P To THE uxmnc EgrF ACVP'T SON FMNVAL nVLE fOP IN,xFO p NG XSTALLED OL TSOE © . _ }UANT AEe6AT SON RAND LI TITNE1MOEIMEE41DSIIN ALGTESNEw PV-LARx 0 DIR 0. -IS.L(HFSER T.-I'NA.AA. UIEPTEx •c I Fn I KwTEtxE%T UOInfTER bCAr IXEgCRR PEXSI ENi OT E NEI IIS IHSLD-HMIUAUWL Iu ® O OniYEM LOTION., E 6NTHATAUixe LIETAA L OTHER DESTRUCTIONS HE"EP Ef'`EEASEUFLECrH CHL PAxEL P T ron METDTDnE UNAZT.T1E M'P•:o000 OLOMR i 1��iso �` oonaw Yvjn(M OnuECl106E NIEHTEHEUSE NbINnXp FOmIPn LM MPONS, IAlIII—d L o pppNREEAUNIA=AAHNEL ® SPEC x. • a pPxEOF'i�NDINEE DLFnFHfOH •.xn. a IUT,moo,l Lmnso HolDer Charles P Bonicker TNmty Hwtlne a ar, Inc 084 Tenlry SO1 lar MOUNTED 2211 AllnnI Rd.V O NJ OPIA UNDEA 50.M MCOVI£ Il.'DI MO gVS w/i50uP1F0GfWP3p]IfP MODULE 0C )S AM MPx rfRS X.D \\ ISI RIHLOs 11 MnWU51N5EPlE!-35n Vma +^ - ^e 8•�• � \` JUNCBM gPwxAIFOINSIDr INrERTFRE F eox �i � I i I I ISSuoe/apm I I I I I I a I I LRIPnon pAR Pmlect TBD' A I HENNESSEY,BRIAN AY CIR.FT O.XOL6 1PINItt 4LCr }OLSSR)16 CONPL[!5 WrtN 1011 N[[ GiCI RECEPTACLEpra eq AtlEr000'. 1 D M BNEABLE I.)LAMEST MINIMUM MEANEXTREME AMBIENT DRY EXNRE$A4D W EWSTNp lA/$NN LABIL 1 P91RAE HINIMVM METH AELO DRY WIB 1 OIL, NOV IR TEMPERANI£Eqi A91RAL LOCATOR MMT SMIARAHNEN M M. M 100A A B RSEAY1:P SAL M, AVENUE01970 ITERM._OCLDCATIXI. LD'M51 EXPECTED AMBENT M. ICOA RVSOM quv�- �-- I $ALEM,MA OIB)O 2)HONEST IXNPNUWS AMBIENT TEMPERATURE BASED L_ OR AEMRAE HIOIEST MWTH 2R DRY BULB ]] 1 Dm.nU Tnlo'. „MPf RANEd PER ASHRAE LCGTW MOST SMI AR TO $TALLATO!LOCATON. HIGHEST COITNUDUA TEMP+ I $rc �.--J) PROPOSESYSBE MN ~ bA UNN9D pROWCTOx SOIAP SYSTEM 5.)20]5<SIIROF NOT EXCEED T DE9W Z ISCWHEC; �pEl�EgpyUNTED Q D 4CIT) FOR If-moni ROOF MUT IT AT OP LORMSS(ALL OOMDU�D STATED).P5I 05�RBOYFN Dr ( e^0u m m ©>I � �J PxSteDml(OImOM1IOn 1EMPERANPES OD NOTE A 15 C)T IN THE LESS B CURRENT- _ _ ROOF-Z.USK ME OU.0OR OEWGN TEMPERATURE /1D s i ll A. PXONNATNL POMER SYSTEM$SHALL BE _ _ +^�n` r ! P TIED LO SOURCE MTM UNCRWNOEO [----------^I T oenumo 1 r nOWLF5u5Eo:rwF"nOnl tx PXOlOV0.T To SOURCE AND WIPVI CIXWIi AS FFR 11 Fs pNW FInA nfMs6c 3. x Do 690.]5 ENDING..BREAA'EA $OIARE E � �J ------J WAD CENTER PN: 0222RB LJ IIW i60 S)NLL EQUIPMENT INSTALLED OUTDOORS SHALL HAYS 1 2p20A SACR FEED BREADS A x nA RATHO. W/BRCAOKER EOOt mIWSA6 GN ....px5 POR oURnwT DARRYFNO REWIRED CONDUCTOR AMPACIIY PER SMINC DUI IVPEFx $UNNWa (xw[Ra[IBuny(15oD`v25)I-q.25A AK 110,FEAAIED AMPACIIY UIIOIFS AMD161T TEMP:..4E TEMP DERATNG FACTOR .TB 05lIPWSW u61xwIAELFcm[nsnxe G00xN PACEwAY CfRATN4 2 Co. I.00 ....... Rn.N0. SM1�ttI (ACEYMIAD-%I.AOA $O.AOA 2 O.T5A,THODO N PC 51ZE I$VALN TOTAL AC RECURED CONDUCTOR AMPAgTY g II.N.25-17.50A LnwiwluSDTxwxa.FaDmlm- W/ID.WiAIE➢AMPACITY /o'nK W/ids0Fxw0.;IaiDix:m.F 40Wxn NABIENT TEMP: bF TEMP DERATNG 1.0 M-SERA.11 RACEWAY DERABNC z]LCC: N/A n^nc wla101lnaNi S+IOIxw. AEA!Il.5nq 1XEIEFORE AC wIRE SEE IS VAIA l/e'rw.w/1n0Txwlfi.la101xw CA.....FO0.pV OV RCVRPNxe pRO vl)rvwM0 /4MREfnwfe OOND solm Tar yAbHil IAOCA, 11. IN,OOI+1]SOA EtlNem.ve0vntl -->20A O.RREHT PROTECTED IS VALID wHi.Nn.Imey UJ]ls S B B The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical w innovations have been proven to drive down costs and improve installation f quality on more than 350 MW of solar g installations. r ' +, •, Pitched Roof Arrays Simplified 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 Standard for Bonding, meaning that all system components have been certified by UL for Roof'System in 4 Simple,.Steps: electrical continuity,eliminating the need for additional 1)Go to the online Series 100 Configuration grounding hardware.The System's components provide Tool (configure.snapnrack.com) and select an adequate bonding path which has eliminated the "Yes"for UL 2703 Listed need for grounding lugs and washers at each module, and bonding jumpers between splices.The UL 2703 2)Identify Site Conditions(Array Tilt,Building Certification ensures that SnapNrack partners canHeight,,Roof Type, Wind and Snow Loads) provide the best in class installations in quality,safety, 3)Build array in the online Configuration and efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is fully integrated into the components 4)Place order with your distributor.Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together,no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel.no drilling of rail or reaching for other tools required(One Lug per individual row of modules) U Patent Pending ^ � LISTED PV Mounting System 2703 _ �k-. Sta:less sleet s nNmck Benmrg SnapNrz k sl udxN Ran Bolt S 1 It L th Split kWnshe `-r��5pl e scrt ln 01; } Spll,L ss t tk Wash - i 5 OW d[k riO C1L t 19frr, lefk Adl stable Pod (I p 1 Cp M d Cla9np Bao1 f SnaPNra<k -If dCk 8.nrl g � 80nd nil Atllu table End 3.ndNeck St K Tr, I Nat Clamp Bol nwn BPndln4 Slamlass Hardware wish B11t L., Channel Nut sold-Lock Washers Spill LOIk SnapNraek Boedlny Washer Adjustable End Clamp SnapNraek Bonding SnapNraek Bonding a Nratk Mid Clamp Standard Rall Splice `-^ P Gmund Lug 10-EAWG- r��. -�>. lJ, Copper Wire y !✓ 3. SoapNraek Ground Lug Assembly - (ONE REQUIRED PER ROWOF MODULES) .. zzEi - Erkd CIOMk(UEQ Universal ErM Clamp(UEC7 wave r� � VEC Pull St ran ac '-VEC Wedge � Stalnless Steel eon With Flat Washer skmam MEW SnapNratk Bonding Unlwrsal End Clamp SnapNraek' Bonding Slandoo Clamp Assembly SnapNratk iarralad Slalnlose 0 =SnapNratk SnapNraek Bonding Rubber Steel Flange Nut BPrbing Charnel Nul Rain Cdlar Channel 5camieas 'Ssueted Smidess Nut {1Ak Flange Nut Steal Flange Bolt _.Snaplirack a0Stainless SnapFintz gL FZt ee Flange MITI Standoff L Foot Bdt StandoN SnapNratk SnMN... al Purpose MITI Finish - L Foot Stando _ Bas¢(1-Nola Sna Matk Base Showne $ 5mpNrack -\ - Lrfoo[raQ Metal Root NAI Finish [ L,FO t9 Base Assembly L Foot Base SnapNratk Bonding a snpNmck Bonding JL SnapNraek Natal Boor Base With Standoff Assembly L Foot Base With Flashing Bonding L Foot 100 Data Materials a 6000 Series aluminum e Stainless steel e Galvanized Steel Flashing Material Finish -Clear and black anodized aluminum e Mill Finish on select components Installation a Quick and efficient mounting a Adjustable hardware to ensure clean and level finish -All components bonded to ground with integrated bonding features Calcs. & Certifications - UL 2703 Certification a Stamped Structural Engineering Reports for all 50 States Grounding a Snap Nrack Grounding Lug (One Lug per individual row of modules) Warranty a 10 Year material and worksmanship(download full details at snapnrack.com) Snap ►rack- (877) 732-2660 www.SnapNrack.com NOTES: _ - REVISION: -5/16'LAG BOLTS MUST EMBED 2.5'INTO ROOF STRUQURAL MEMBERS/RAFTERS ; STEP 3:PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING - SNAPNRACK -- THE FOLLOWING: - AND TIGHTEN NUT .. COMPOSITION L FOOT -SILVER S.S.1D-16 FT-LBS CAN BE MOUNTED IN -BLACK S.S.7-9 FT-LBS -STEP 2: SLIP FLASHING OVER ANY ORIENTATION -Y�S.S.RANGE NUT -RAILS CAN MOUNT TO EITHER SIDE L FOOT BASE AND UNDER ROW -11 X 1"(OR 1.250 OF L FOOT(UPSLOPE VS DOWNSLOPE) _ OF SHINGLES ABOVE SNAPNRACK S.S.BOLT AND CHANNEL NUT SPLIT WASHER • -a` J /� . 44` ... WI5.5.LAG SCREW TH FLAT WASHER SNAPNRACK `/ v / 2. MINIMUM EMBEDMENT STANDARD RAIL y ;�'•-�"� .�""^",.` IS STANDARD SNAPNRACK R POSITIOOF NG ., ..-.,••,.` STEP 1:BOLT L FOOT BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASE- _ - ROOF DECKING TYP. -ROOF DECKING TYP. _ FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACE WITH LOW TO MODERATE TILT .� RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS COMPLETED INSTALLATION SHOWN IN"SERIES 100 RAIL LEVELING' RAFTERTYP. VAIN51RfaM ENERGY GORP, DESIQlER GMd'I>ea�sT SOME: DNS PART NUMBER DESORPTION: REV �RAFrec D�R�. - S100 PEN D01 PEN DETAIL 01,RAFTER L FOOT TO c Caly N®sBys mean APPROVED BY °A�' 120113 r -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION' -USE CARE DURING LEVELING SPACER -- SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS -1X yj"-18 X 1"LONG •2X 1j"-18 X I°LONG ROUGHLY CENTERED BETWEEN --1SETSCREW 'I SET SCREW THE TWO PIECES BEING JOINEDSTANDARD SERIES 100 A /— i�.'ij' ATTTACHMENTS FEATURE 3"OF VERTICAL ADIUSTABILIIY ON ALL MOUNTING POINTS WITH THE USE OF I"LEVELING 10.5 SPACERS 9.5 THE FIRST INCH OF ~ 7.5 8.5 ADJUSTABILITY IS ! ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L i FOOT AND STANDOFF CLAMP SCALE 5:8 _ COMPONENTS RAIL HEIGHT=7.5" RAIL HEIGHT=8.5 RAIL HEIGHT.=9 S' g RAIL HQGHt=10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE 0 ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"STANDOFF T'STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF R ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. FOR A SECOND ADDITIONAL INCH OF HEIGHT ADJUSTMENT,ADO ANOTHER LEVELING SPACER. USE OF S.a. TWO LEVELING SPACERS NOT TO EXCEED IOD/n OF 5.4 4.4 _ I— ATTACHMENT POINTS ON "11 I ! 3.4 i L-FEET OR 10"STANDOFFS. _11 RAIL HEIGHT=3.4" RAIL HEIGHT=4.4" RAIL HEIGHT-5.4" RAIL HEIGHT=6.4" ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE'L FOOT ONE L FOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT — - �� ^n��ll MNINSTREAM ENERGY CORP. DESIGNER OMrIwt. ISCPLE: DNS PMTRVNBER DESCRIPTION: REV Vu fUlUq` -- oRAr�En DRym_ I----- -- S100 D06 SERIES 100 RAIL LEVELING F (DATE 120313 REM -- APPROVED 91' . SNAPNRACK SERIES 100 ON FLASHED L•FEET REVISION. FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACE f FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED -SNAPNRACK MODULE ATTACHMENT HARDWARE -SNAPNRACK "---•- STANDARD RAIL r ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING,UNDERLAYMENf,- AND ROOFING MATERIAL,TYP. SNAPNRACK FLASHED L-FOOT-- v.�.,._...�._PT ��� ��®� NAINSTREAM ENERGY CORP '.DESIGNER GMCPiKreten WALE DNS1 a PART NUMB9t— DESCRIPTION: R� 3, A •� DRAFTER- DRYan S100 DOI SERIES 100 OVERVIEW,-FE ON FLASHED C 13 pv R900 @y10BIDA0C .::. APPROYE0 BY. i r { k .t 4 1 ry; e(gry i wiY'"t S?�as 3#•tc '� Li£ � '� �s �� i�w f.,�h `sf.� --•i btu I tr v�,`klt y§2 r� t 4£,€ • i 'All lolll 4 41* yv, �'lr •£� F�*���Y r3u rL+,J�sn^L�SPA '"y.t !} �rl�7;sz�r r�+'� y 4''tr+��,t� { N zfy wa .'- J ryE t r F.t3 ary r 'An #.rfi<.v5'•`! 5 {y� � �,ks^r,-�� y 'zl�i3��k�r r! c r,,)),+i .„en q€ � � .y ar Single Phase Inverters for North America sol �,Z, 1. 1"1�.1 1 is t f 1 4 J OWFUI J83 jOF 2iPV,, AC O,Ap-,VdLg,Mi',N.M N,. '3i IAC 2EAVa, Mv I Max Ukwt currfnl 1A if, 4t' A I I i ..;. rn ?e -INPUT_ V1 Al )A40G ........... .... Transformer-Ins,Urrgroundetl Yes, I:kk NRm qC fnputvokage 3251@20,9V1,3500,2� MaxInpa Current— 31 08V is 23 33 w I 8V.5 35 Adc 17 240V 3C.5 @ 240V Max.Inp.urjt,Shwtbhuit Current 30 • 4Adr -.j. .... ... .... qrqundfault fwkfflun Oatemon 97.7 1 .992 4.3 i 9 98 98 98 .1 .. .. ...... . CZC WeIghted Effick., 97.5 i 92 97.5 @ 209V 97, 97 208V '97.5 97qtD1� . .. .................. ...... .. . .... .. ..._" w Ni Le ConWmpbo�j_ - ---—-— <4 ADDITIONAL F STANDARD COMPLIANCE I,UL 9,CSA21.2 --- -Grid fAm 5 ton d brO S .C 1I3STAUATIGN SPECIFICATIONS 3/4' M.Um Z4-5 AW'G DC put COMW of rngs 1/4- iw,,.m 1-2 dlm91 114 AWG IAmensloas WILh AUDC Safety 3U.5 eIZs K 7 U.*5 T.5 1 E./7r5 x 115<260 Smt,h(FOWxpI 775..,.3.15 9.TZ 775 x315 51,0.mhl q SLZ 1 23.2... t".1 ka. Cvclln Natural Conftow Panc plser mpjacntdi Z5 d9A MM-DParaMn,TeMf)trature Range NotecdonRaLl, 4EMA3R PAGE 51 177 GAEAVES POWER DISTRIBUTION CU9AL BUG-BITES" UL SA 90'C Insulation Piercing Connectors u51ED Eliminates need for conductor insulation stripping No taping required after installation For copper to Copper,copper to aluminum,or aluminum to aluminum applications r' Y� For use on insulated conductor only I_PC SERIES xw;P NAED CATALOG __y1ZRE RANGE TORQUE CTN _EST_SHIPPING NUMBER NUMBER MAIN TAP VOLTB BOLTS FTiBS on WEIGHT005) UNIT 13110 IPC 1002 11n-B 2-8 300 1 16 12 2.63 C7N 13107 'IPC 4005 410.4 6-14 me I 13 12 1.90 CTN 4 As 1 13108 'IPC 4020 4M-2 210-6 BOB I 25 12 4.U6 CTN 13109 '1PC 26441 250 1 4/d 6 6C0 1 30 6 4.17 CTN 13113 1PC3540 350 SIC 410-10 3c0 1 25 6 4.17 CTN 13114 1p03535 350,MC 35C-410 300 2 _ 25 6 7A2 CTN 0 1311E Z 11PC 3012 500-250 10-12 300 1 25 9 2.85 CTN 13104 -IPC 5025 500-250 250-4 600 1 55 4 4.06 CTN 13105 -IPC5050 500-30D 5o0-250 am 1 75 1 2.64 Ee. CAUTION 13106 'IPC 7550 750-500 500-350 600 1 T5 1 2S2 EA Use Bug-Sites on '600 Vdu.balance 300 Vohs(for 480V 0rounded Y Byaleme) insulated cable Only! 1 Net CSA certified Do not Install On bare Cable, GUTTER TAP CONNECTORS UL SPDual-Rated CU9AL High Strength aluminum alloy 6061-T6,tin-plated LISTED 60DV 90'C Lay-in designed main Conductor remains continuous Tap parallel or perpendicular to main m GP SERIES CD NAED CATALOG CONDUGTDR RANGE_ APPROX.DIMENSIDNS ON)_ GTN _E_ST�SHI_PPI_NG__ / NUMBER NUMBER MAIN TAP H W L QTY WEIGHT(As) UNIT ///1-//// 13117 GP 2' 2-12 4-12 SOL Ire S'6 1-1. 24 1.43 OTN 13110 GP10 1/0-2 Ill)-12 SOL 1 3V 1V. 12 1.19 CTN / 13119 GP 250 z50-Ito 250-6 Pb. IA. 2.1. 12 2.54 CTN 13121 GP 350 35D-41D 350.6 1'/1. 1.1. P4. 6 2.75 CTN For copper-to-copper, 13122 GP son Son-350 530.2 IV. 1V, 31V. 6 3.10 CTN copperAD-aluminum, 13123 GP 750 750-SOD 500.2 2 It, 3'/. 3 2.5 CTN 'GP2 had efaned B4reKa. aluminum-to-aluminum ORBe-mhlbifor Is recommended for Added corrosion pfetedlon. 600V 9010 Snap-on insulating covers for use with GP Connectors For indoor use Only GPC SERIES NAED CATALOG FOR USE WITH A_P__PRDX_DIMENSIONS(IN) I CTN EST.SHIPPING NUMBER NUMBER CONNECTOR COLOR H W L -OTY WEIGHT(lbsl UNIT 13137 OPC2 C.P2 YELLOW 1'l. G 096 CTN 13138 GPCID GPI/D GRAY vro i, i"'. o 036 CTN r^./�x�x4.i• 1p\Y'7l`j 13,40 OPG 25D GPZSD RED t':. f v. 040 CTN 13141 GPC 35D GP350 YFL10\v +•. - DA2 CTN 13142 GPC Soo OP530 BLUE . ram • -' 0.46 CTN 131M GPC 750 GP750 ORANGE "'/:, i'1" 111. Uus CTN ww'V greaves-usa.mm 11 Heritage Park,Clinton,CT 06413-Phone 850.664-4505•Fail 860-664.4546 TOLL FREE 1-800-243-1130 fOufslde CT) Mono Multi Solutions 'a 1 1 p � = rr x J�� ",, '11( l'_,� `i.✓ ram- a. e TaKs THE UNIVERSAL SOLUTION I 37 MAX4AC1ENCY - - - 25.�W Module can bear snow loads up to 5400Pa and wind loads up to 2400Po MAX POWER'ODTPUT O Guaranteed power output 10 YEAR s% 0-+3% PRODUCTWARRANTY High performance under low light conditions Cloudy days, mornings and evenings 25 YEAR' LINEAR POWER WARRANTY Independenlly certified by internaflonal o certification bodies a i ro s. mlve�n Manufactured occord.ng to Intemalional Ounlily and `nviionrn=nl Nionogemenl Sriienr Stondardi ...ra os":�:roo.,m-\u�,vr:;".e,� 1509001. 15014001 At C•'i,y dill M+_ LINEAR PERFORMANCE WARRANTY ' � y I a.1k�4;, TSAA- PCOS-08 J TSM- P/\05,03 'I 'HE DIM IN DONS Of PY MODUIE TSM-VC/PA C)S.01 E.CC IS C d L U,'Jj,�5 t I F-,(W,) no n-5 24C 240 2m 0!,3 01-3 01-3 01-3 V-lv' iY.f 20.1 7.4 ?,? --C 5 7,el 7s? 258 P�c .�.—1 F<—Cu—�M 1—(AI 7.72 C,.,�cf,Cjl lv; 1Fc 37.1 2?.2 W.3 37.6 Sh., ,dcvjl C,jt<emt.l-,IA; 8.96 A.31 827 4,,t7 Eso !.0 L'3 C..6F—,SX IAI,.— ISM430 7S�135 ISM-24D nh'2a ISM-25C FLECIPICAq DATA%NOCT rc/,A m PCOTAMW PCOAG506 fcamsu PCIFAG6.0 M IrFw u P (WI IN Irl Vi 178 183 M>5d .F.VdMWV) 27.1 27A W.? 3J.6 17.7 L M.W..,', IA: 6.32 6.41 6.12 h. Z14.1 SLIT 34.8 33.P 3,CD S"rl Clcult Cur.enl JAI G6B 6.20 Vs 6.03 A N.rl -MN MECHANICAL DATA SoW.N MuffiL�',I,e IU s 156mm 16 mhe5l E Ef ia mu 16 n 101 Mw.l.dIIMnCpn 1650,"Z,40mm(".95.39.05,1.57 lncl ) L- +t1nm -1 A-A W.Ighl 19.5kD 143.0 lb) GIc,n High lroMpOmn5.y 5ojorgb,;,3,2m (O.TU I..h84 FmF*I Ahdak"qlurFFJFFlUmUli>Y J-b.v IF 64 OW I v i-IJ n f z OF? MODULE I S'A 23 0 PC IPA 09.9 h Phobvojjaic Txhwla&Oqbl9 4;11MlD•il".N001, iC an TWERAMICERAIINGS MAXIMUM RATINGS 7 46•c o,ml E7p«atlonRlM1mpemlu5s -ID-ND5•C S"t.. IOODV oqlEcy LF -0.4ml-c VMba. ww�,Uu TSA 304�c vaboa IVI —55 or 233'.1h-, 6j'a t 25 Ft, 41 Q:l lAC<ACCYG c c DI IF