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16 LAURENT RD - BUILDING INSPECTION �LUL The Commonwealth of Massachusetts IN SPEC IONIVLU ���CE b, H� Board of Building Regulations and Standards SALEM y r Massachusetts State Building Code, 780 CMR da ZO l Building Permit Application To Construct, Repair, Renovate Or Demo9R5aM Y"2 edA 8 One-or Tuo-rainily Duelling This Section For Official Use Only Building Permit Number: Date AppF d: s f Rwr Lf) Building Official(Print Name) Signature Dat I SECTION 1: SITE INFORMATION 1.1 Pmpgrty Address: 1.2 Assessors Map&Parcel Numbers o ( rritsan�- lea, I.la 1s this an accepted street'!yes ?C no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq t1) Frontage(it) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L a 40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Gone.) Public❑ Piivato❑ Check if ves❑ Municipal❑ On site disposal systen ❑ SECTION 2: PROPERTY OWNERSHIP` 71 Owners of Record: r- cC&e 4 �em I WIA (3 t 9 7o None utt) City_State,Z P 27, 7- - co533 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORIe (check all that apply) New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Aheration(s) ❑ Addition ❑ Demolition ❑ Acccssonv Bldg. ❑ Number of Units Other Specify: GLI' Brief Description of Proposed Work`: - 17,A KLJ akS V SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ a �J�U 1. Building Permit Fee:$ Indicate how fee is determined: ❑ Standard City/fown Application Fee 2. Electrical $ 9.0 ❑Total Project Cost'(Item 6)s multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (FIVAC) $ List: 5. Mechanical (Fire $ Suppression) focal All Fees: $ Check No. Check Arno Lint Cash Amount: 6. Total Project Cost: $ Opp ❑paid in Full ❑Outstanding Balance Due: �5E`t,)T TO LA . 0 • f0 � z /5 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor Li ense(CSL) License Number Expiration Dale Name�all L Holder / o List CSL type(see below) (iC. �0 on SmK '�_ AkNo.and Street - Type Description tl Unrestricted(Buildings up to 35,000 cu. 11.) R Restricted I&2 Familv Dwelling City'l owl. State,ZIP M Mason n' RC Roofing Coverine WS Window and Sidi. SF Solid Fuel Burning Appliances I Insulation telephone Email address D Demolition 5.2 Regis�t/e�red Home Imp ovement Contractor(I-IIC) 176 / sA� HIC Registration Number Expiration Dale I-W Comp v Name or HI Registrant Nan/e O So��eCY�r —f2cl No and Street Email address �rJ���.�e-ham M�1 G25�7Co S6B-a21-t>Eo� Citv/Town,State,�IP Telephone SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152. § 25C(6)) Workers Compensation Insurance affidavit mucst 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 Attached4 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,herebv authori/e 6Yt1 I�I(uw¢ (; 56ic r to act on my behalf,in all matters relative to work authorized by this building p writ applicat on. rj r S�i 9-1 - int Ctwner's Name(Electronic Signature) Date SECTION 7b: OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below; 1 hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and, 'curate to the best of my laionvledge and understanding. tint Owner's orAut toed Agent's Yame(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. ov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dpss 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 hah7baths fvpe of heating system Number of decks/porches Type of cooling system Enclosed Open 3. 441'otal Project Square Footage"may be substituted for"Total Project Cost" ���/tI' (('nl�lll�r�Ir�rN'a��l/ r:j �7%�(I�.I,Ir�rY/uJF'��1 A� Office of Consumer Affairs and Business Regulation s' 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Corporation Expiration: 1 0/1 212 01 5 TO 244965 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, 20M 05t11 [I Address ❑ Renewal Employment ❑ Lost Card E Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _i ,egistration: 170355 Type: Office of Consumer Affairs and Business Regulation NMI xpinition: 10/12/2015 Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 TRINITY HEATING&AIR,INC. TOM BLUMETTI - 20 PATTERSON BROOK ROAD U ���WAREHAM,MA 02576 Undersecretary Not valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Contrrucunn Super,no r License. CS 103631 ' xI GREGG LACASSF' 14 PINE ISLAI'1D12D' F Manxpuiaen MA�02739 Expiration Commissioner 0 813 01201 5 Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 4/25/15 I, Blackwell George do hereby grant Trinity Solar the right to sign on Mon�mnmeLr Nome) my behalf in all matters regarding the permit applications through the township of City of Salem for the installation of solar panels and all other tnimlapaugq related work on my property at 16 Laurent Road . Please accept this document,with hill 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 east. 9044 or danielle.devito@trinitvsolarsystems.com. Sincere D 16 Laurent Road Homeowner's ure Street Address Blackwell George Salem MA 01970 Print name City,State,Zip Code 978-745-6533 Phone Number _ I" _ The CorsmcimreulYJ, �JlslTisaac'husUts ' —,_,�f- '- y�7�Ri'lliit'iiY b,�17illii�7r`7:.(�+CL177C'T91_` 'JG Eli 1 : - �'l7(1]hel€' �GTn]'7 C.F!55T10n 1n SU Yin EC f`�1a2�11. 1�ll11Q Et"=lCGn i. dciU! Ct,'1C1nFc�F')llm Get I iease Prom Legiah nlic�n lnialn�Qilal , i racier: , � Cityf�t�terLit: - r— e a3 rejec (regn,rep Art yav ty,err:picyer ' Cheetz zlse a IoprtzzC boa: k 4 ? zm 2 gei:cm; Ccnoacrci€rc i i, Y EmTILVE.. w3P U i"iEVE ri3c9 the$]C CCT1tYadGTE 1 � I Err-pic7 -tf� 'analar -amE ' I : i. REmedeling LiV<4 CT me E1taChEd sheEi. �. 1 Ern E MC p3`CpT Etcr cr pEr'tne3- �_ DEtt oiiton TDE<.E sae-OCn1 CiCrS nEtiE I i ETiCI hzvE LC Rnp1CyEE* 'emp1Cyreu EIlG Eddilcn TiEYE VdGr1CRE- ..:�er'xing for mE ir.Ery cEpzcity. 5. Eailflirg I comp.insu'v,cE 7 (Nc•.ecrxo CCjrp.ins,r*neE ;G. EiEctr l rEpairs ar*.cc ns required.] 'We are a corperai cn and t 3. 1 am a homeowner doing all work officers have exercised their 1. Plumbing rape rs or addition myself.[No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.]t C. 152, §1(4),and we have no 13 Other employees.[No workers' comp.insurance required] "Any applicant tha(ehecks box tot must also fill out the section below showing their wortmts'compensation policy iuforrmtion. t Homeowners who submit this affidavit indicating they are doing all work and then him outside c,nhacrnrs must submit a new affidavi[indicating such. tCoohactors that check this box must attached an additional sheet showing the name of the sub-contractors and slate whether or not those entities have employees. ffthe sub-contractors have employees,they must provide their evorkers'comp•policy member. I am mr employer Ilea[is provfdutg workers'comperrratfort irtsarance for rrry employees. Below is tire policy and job site itrformation ` Insurance Company Name: �P-��--� a r a 2 t �^ 3 _ ' s O Policy d or Self-ins.Lic.tF: C YV G �nn'C d 0 0 0 !7 S 6 1 F&Pjtian DaW t� Job Site Address: Vj2 Cnk>�etti� U CitO!StatelZip: X�e 1 V A Each a copy of the uorkars' eompensafina poiicy declaration page(shawlmg the pile.) cumber and expiration date). Failure to sector;average as requited umder Section 25A of MUL c. 152 can lead to the fingmitian of criminal pena]tim of a fine up to$i,500.00 and!or one-year imprisonment,as watt as civil penalties is the form of a STOP WORK ORDER and a fine of up to nSD.00 a day against the violabr. Be ad[2sed that a copy of this s element tmay be forwarded to the Dffice of Investigations of the DLk for msuramrz coverage verification. I do kerebv cerff(r ander fke pai=and pertal&aer ofperia fkaf fkr. orrrtatlorr pravided abo ve!is Prue arrd eorreeG Date Stenatur Q s= Phone k l ..1• " 3 Ofctal use orefy. Da rear write im Mris area, to 5e cample[ed by Iffy or fawn offt'ci:a(. City or T awn: Permit'Lieense R { issuing Authority (circle one): �{ 1.Board of Efea[ttt Z, ISuiidiug Elepartmen' 3. CitylToct'n Clerk I. FlectricaC lnspector S. PEmmbing[nspector II 6. Other f I Contact Person: Phaner=: II ytrlllr /irl�< rr%�li r / ' Office of Consumer Affairs /nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card TRINITY HEATING &AIR, INC. Expiration: 1 011 212 01 5 GREGG LACASSE — 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 - _ —�—_— Update Address and return card.Mark reason for change. sc:.1 20r.:-05111 D Address ❑ Renewal Employment Lost Card "Y�r Yi•:. .:.,nnr�l/1. ,�;•Ili aurl�..r/L s_\ -Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ;! Office of Consumer Affairs and Business Regulation Registration_ 170356 Type: 10 Park Plaza-Suite 5170 ' Expiration: 10/1 212 0 1 5 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE 20 PATTERSON BROOK ROAD U ` � �\ ��St4 WAREHAM,MA 02576 Undersecretary o valid wi ou nature 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 May 11, 2015 Salem Building Department Salem,MA Re: Solar 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 is 2x6 at 16"D.C.&13'span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister the rafters with a 2x6 using (2)10d nails V o.c. Use of (2)Guard Dog TN FMGDO02 screws is approved,or equal shear strength of approx. 120 lb, V D.C.at areas where little space is available only with remainder of member secured with(2)10d nails V o.c. If do not sister,then install a 2x4 @ 16"o.c.knee wall over an interior bearing wall to limit span of rafters between supports to 10'-4". 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 31.5 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 George Blackwell, 16 Laurent Rd,Salem MA This installation design will be 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 [CC 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'/d' 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., L�LC� 1 \ Richard' s n.P.E. Ma .E License No.49993 y10 of Jtfq P,y O G : RICHARD 9, m GORDON O MECHANICAL N q NO.49993 '1n �OIST01E0 . CIVIL ENGINEERING ELECTRICAL ENGINEERING Enyinourl Lir.�nsu Holiiar� INSTALLATION OF NEW ROOF MOUNTED LAURENT RD. 7.28kW PV SYSTEMS 16 LAURENT RD ( ''I SALEM, MA 01970 Issuc-0/R.11sims n VICINITY MAP SITE SCALE[NTSI P10 eel TUE: 'xmn Ory CI GEORGEE PmIoc1A(Itlr¢v+>. 16lAUPENTflO SAI£M,MA 019I0 SHEETINDEX PV-1 COVER SHEET W!SITE INFO&NOTES u"°`I° T": Ps o R. PV-2 ROOF PLAN W/MODULE LOCATIONS aflocoseo�zaww s c -11 PV-3 ELECTRICAL 3 LINE DIAGRAM souPsrsTEM p. FACE EVEN OFFIRRIBLITILF I Bo c ou ILLERCTAFEI I,ALL II BF,RAFrorval cre,acu wa c.rub lom o,. rvres noC1 5 IminbrmaRn uvTO SGgLxl pxmttlox rv.,bRe c 1-11 LABOR c.. r� vua[coN."R FFF A—IIIIIII ILOBE AIR LI 1— 111BRI.1 IRIC HA-1 c nsrR is [ EIRPL ous CARD o rr L....n m VMS vo tAm ECH nul I t �> .�..,n �F.��RnR R1 PV — 1 FAT ELILLITIRLIFELTAILIC7CEING E,,,n. ' CL�r.,..�._,. �Tr IF.b.rnou GFE CTFI ICJF I EI-ALTIo11EP 1 111 RA CIIIER IE.I FTIEI - .11 E. FBAC"Rs,..All I s ( 11 DIIF,H-1-11 11 1a1 1 " 1 it _ Fry a iLi sG RoMor. . .. iNHUIF. so nn NDomF so o r N i ne o L u r oe'Aln I _p u c L om� L EL CID 0rw o c b uE.Ell AT aEis•,n o F.xliimC:H4 LU CODVLCs$HALL NOT + ICI - Pu:-.,nlsnT. nPIIALtIMENiYGLIP 0EfA1L ` r�PV MODULEATT HMFNT ON A6P11ALT SHILCLE LOOP u19CIGIiT,ROM^ROVND LEVEL TO PEAK OF ROOF / UIE AITHILLITEUSDLA_N_IOT� clean ro9 t IssVecIReris'.ms DC JD P AC LAI P -etl BTAC A`a v,GE _oGbr BIACKWELL,GEOPGE Pmllml AJcross: 1B LAURErvT Po NAf,K SALEM,MA 019]D FROM D,EiAu.,LOU. PROPOSED].28XW SOLAR SYSTEM IMF in mi oawm Inlormauon • lm nx nAne,uno. Flunoa B zmT.mlormatinn AT ULTA R1 R2 w.ea sti..LLaUTAE' eHEJAa HETUEA.Gw nX rw r G AITrlc Rev na. $Keel =1 ALL� OJ ROOFTOP SOLAR INSTALLATION ONLY PV ARMY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE ARRAY BGIlEDUI1LE BYMBOL LEfEND PLIIMyING$GHF.pI;LE EQUIPMENT 90HFplIIF Kl r V ® v A UD © SiCTICEFECSAHU GI1.2-I'll.1e, ae xlo s 19 " E, © om La O..IFEE OVGrEHECI TONS Try r..cm <L�.I,LL a snxLnvor.o. ...mx wo= EP ,'";1 P SOLAR c elA _ .TTOrN: . l m LL,[:, .I1.v r .. F y JGr H kor. Charles P Bcnlcker ,vNe es Ar. 'D PTISRINsO. MOun1E0 r----�-----i 1211 CIT 1C wall,NJ W ns UNCER SCIAP MODULE +WIF NFL69OlJ % \ JURCnON __ / I / ca/ftaodons I Pral6Ll Title ,- KWELL GEORGE I BLACKWELL,21, AIIIAll c rl PLles wlNr vlll N[c 1eS crCI REPFnTPCLE � 1mIOG1AUUlo.^.:. MOKST EVECTEO AMBIENT MMPERATIRE BASED ON EASTNG p15A BREAKER PSHPER WNINVM MEAN EXTREME DRY BULB IRO/2Wv 2mOV 1m 1</Z NM CABLE ,EIIPEPANN FOR ASHRSE LOCATION MOST 4MILM 10 TUT! M 1WP MAN BREAKER 161l,O NT flD STALLAIICN LCCATQI. LO AEST FXPECIED N.IgELli PETER 100A RUSBM _ 1¢MP�-!cc _ SAIEM,MA 01970 I 2.)NICEST CONERISTS AMBIENT TAIPERANPE BASED .— ON ASTRAL HIGHEST MONTH 2 ORr BUui a' olerMn r1H: TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR,O Sm STALL3SM LOCATION HIGHEST CWTNUWS TEMP= j BOA OISOONNEOT NSEO Sp'c - J M/eDANSES PROPOSED].281hN (RgIPED W/MA'x PRCOVCTON 60A UNFUSEO $OIAfl$VSTEM J)SOTS ASH.NNOAMUI,PLS 2R C.P. ! OREPYIP LOAO CEn1FR METER gSCCNNELT TEMPERATURES DO NO,EXCEED 47T IN THE UNITED STATES(PAW SP INC$ CA IS IC). FOR LESS THAN pV IOV��..auWW V D 0 I D Ion 9 CURRENIN T CPPot1WG CORDUCTONS IN e m ^°lam m > 1 /vTJ15 ROOF MOI SUNAT CONDUIT AT IEAST 0.5-ABOVE - a 6RWF pNp V9NG TIE OUIWR OG9CN 1FHPERFTIRE P---'-��� O° _GF. C DR LESS(ALL OF 1�N.STATES) �.. P OTOVCL,NS PO SYSTTA5 SHALL BE • e y' p BP TTED TG roEAATE MTH UHGRCUNDED °. , I .... _PMO,OVOLTAL SWRCE PMp WTPUi tlPCUIT q$PER •aveea L L� A'.." - i EXISTING EL TEDBREATHER TAP IT, PRE o IT A.DIS D -------J . 3)ALL WIPMEnT INSTALLED OUTPOSTS SNALL Hn1'E INSTEP INSVLAIEO LINE TAPS PIT, D221N Pr1: oRENB �----U---J D uo Flo.I RATING. = INSTALLED ON MaN HELP + ! Nec 6uar.I — CAN CUP Al 0%8 FOP' O WECFCIRO ONSTOTCRMPACT'PER E711Nc [M SJTSCUP1)) (15JOH 25>1 PP 18,75wP.. THR011 AwG CO.DETUTED AMPAorc H+ -- AMBIENT TEMP 5 S TEJIP DEBATING FACTOR: .76 RACE EAT La: TPNAPACTS -ev No. 9nOCI (iG']6)JEOD 2 NA 2L32A 1875P THEREFORE MFE SIZE IS VAT D P 11 1 3 TOTAL AC REWRF➢CONDUCTOR.'A.' 2500 1 2a=31.25A AWC I`/9,OPERATED AMPACRY AMBIENT TEMP LOC.TEAR CIPAIRRI TO HO11TPF1P RACPSNP,Y DFRATNC 3 CCC N/A O 0 5 55 THEREFORE C MRE SIZE IS VALIDIL i PVO VI PR011CTTOv VA NT4 JERTEPCNdO1 ZSWA N4 ?vOss c ar+"r oTr1r! -xa n x.awto ..Tr AR RS.WAr1.25=31.25A .J - -->IM OVEROJRRENT Pfl01ECTCN 19 VALID Eli lFi L''M— tlP-�»'am 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 May 11, 2015 Salem Building Department Salem, MA Re: Solar 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 is 2x6 at 16"o.c.& 13'span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister the rafters with a 2x6 using (2)10d nails V D.C. Use of (2)Guard DogT"1 FMGDO02 screws is approved,or equal shear strength of approx. 120 lb, V D.C. at areas where little space is available only with remainder of member secured with(2)10d nails 1' o.c. If do not sister,then install a 2x4 @ 16"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 10'-4". 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 31.5 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 George Blackwell, 16 Laurent Rd.Salem MA This installation design will be 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 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., LLC Richard B. Massachuset P.E. License No.49993 OH of MgSs9 os O G f RICHARDGORDO 9, m O U MECHANICAL r� NO.49993 /STFVL s<e, AL CIVIL E1JV' CIVIL ENGINEERING ELECTRICAL ENGINEERING INSTALLATION OF NEW ROOF MOUNTED LAURENT RD• 7.28kW PV SYSTEM 16 LAURENT RD IF I SALEM, MA 01970 Issues!Revts�orra []VICINITY MAP SITE ��SCPLE:NTS Pm-I 1i,e nirC«cn an: ' sic., 61ACKWELL GEORGE TRI Pr°Incl AtlAress_ 16 LA"RENT RD Sla£M,MA 01970 SHEETINDEX PV-1 COVER SHEET W1 SITE INFO&NOTES E. - PV-2 ROOF PLAN W1 MODULE LOCATIONS aRoaoseo nepw TL PV-3 ELECTRICAL 3 LINE DIAGRAM soLAR srsTEM IC-CII III',, I—LD INITIAL SEASON TO 11 OLD BAD, 0 1—A I H I e c°ss,xuC,SIDE TO ETTEAL n.,rvBID BOB rt Ems. E Oslo s�ls / / B. o c re �c;.L o,+ «. IF'I'llsAll F— ox -lea, ucc c°�c��n BESIDE A. _a ,00 TF Rev.N NE IS..17TAL FIT y- JA x oa eun E ,G "` EAPFAN 0 �TrGENn-AL NOTES �/ a ee ,EF°.Lx.aA LIDANEe .°,/,E„ A,F,A.E .._ �x,�/, u,R.C,Exs, 8>xE,ee ,.I.eE,l"'LLAe, .°FEee/,M�. I� IS ElUTLENTSELIE I 1111111 E j'cyol lLi pr ae Hvklcr I1, I wIANrnavuLE IM A DO,,E ` N sr Tr is All ElTl.LAI N OUR. �� TlLnnTLo-FTn S a 'oL N o uFGO CL QE'-EQPR-OPT INSTALLATION I—E�EISLOSLE—E("TILE VO IG— PPOC SEALANT a IFLL IT AT-1 IF E=L I", r7;1 I —� SIT. N � SELL ODULE$S ATOLL 9IINA L% PEAK TIGHT. / t (IRSTIROTTLET:RAC �\ 1 nAIiAU IML nP✓MODUL ATTACHMEVT ON ASPHALT SHINGLE ROOF uHE}I OFT-ROIP GROUND LEVEL TO PEAK OF ROOF / PLIP AClu._Lnuu_em.ST'S."9 k suetl/Rnv 131131 M uc P AE ProlaLt BLAC P-Kr unv_ov BV.CKWEILE GEOPGE ?N,.Al A[Irmss: 161AU1E1T PO FACKrg SALEM,MA 01970 FRONT Drawin Title PPOPOSEO"llow SOIAP SYSTEM 0rx , mmrmelmN xn �iivns 11 S smm m,FLNA on SEE 111SILL"I" T'll—1E.1'A R1 R2 LIU 1111.,PIPATIRM ev.No GImcI 3 w Tien. EF IJ ROOFTOP SIXARINSTAL W OONLVPVARPAYILLNOTEXTENOBEYONOTHeEXISTINGBUILOINGENVELOPE 4RIiHV SRIIEVVL SYMBOL 2 SYNROI LEGEND PLUMBING GCIIEDULE EQUIPMENT SCIiEWLE ® v UD d�`A SIETKTI E�TO'ERECT ANC METTAILN) AT TnsM m[><nx[SN CH. II �` own M I O61CH OBSTRUCT IONS IN'11 EPCIL �TOn IE3.SM LrrNkt �f ALLLG.NYO[. IN.LIL< uLPON Try SO LAR REST o♦ APTAu L GONE ® A D I.LknLry n k•r SE7.1 +L .. 1/ E�alneol I Llcc .ac Hclour'. Charles P Borricker 1 I I y HC 0R H, DBF.T 'ty NOW MOUMEO F------®'-----V 211 Ally Ro'R.W'II.IA101,19 TUUS.+Ix Y!3J:n..ws UNCER 50.N NoputE 4 :OVI r..Op4F i AEC 690] � — _ _ BH8' __ __ _____ ____ ___ 3ILL UT ' JUNCPPV _. Brte -I F GO( C JUNCTI BOAON I I \ I I I I IT IssueD l Rer A— LATE I I I I I I I BLACKWELL,GEORGE rr.I vn ip e. sna.a ARRAYL! e W I eUl1 N[c .1 FIGIBI ACIE Arkwo": j NOKST EVG"ED AMBIENT TEMPERATURE BASED CN EASTNc ',"A EREMITE ASHRBE Mr MUM MEAN E2WENE NET RULE 1./I. n^ 240V 1P H/2 NM CABIE TEMPERATURE TOR INSTALLATION ASXR LC AE LGCAMG MOST SIMILAR To VTUTT 1.MAIN BREFNER I 161AURENT RD - sTAON CAThA ONEST BYPECTEO AMBIENT NEIER 100P..',BUS. I � SALEM,RE RD TEMP- 1. 970 2.)HI'WEST COGTHRUW5 AMBIENT TEMPERATURE BASES j ON ASHRAE HIGHEST MONTH RG DRY BULB 1 y 1 j D—GET Ti11n: TEMPERATURE TEXT AEHR♦E LOCA➢CN MOST SIMILAR TO 53 NSTTALLAfloa LOCATION. HIGHEST GpJTNUWS TEMP a JI 60A DISCONNECT LASED PROPOSED 228kW J G4g1RDW//S MAIN do UNFUSED rI PROouCDcx SDIAfl SYSTEM TE 3W5 ASHRAE NOT EACEED 2F IN NiE ^ BNEAYER L METER dCCENNEET TEMPERATURES M GOT E%CEED 4]i IN 1XE UNNED a RSTATEG(PALM 59ft NG5 CA 5 C). MR LESS THAN l - 0 1! 14CURREniCARRNG CONDUCTORS IN A ROOF MOUNTED$UNUT CONDUIT AT LEAST Ds ABOVENOCf 0 U9 C THE OUTGWR DESIGN NMPERANRE F----- - 1ai 2<ORless(Au GE uNTEn sTA1Es) �_ I M ` m P VCLTONC 1.SKTFMS$HALL BE - - - G - B E - I tP'�R TTE ERATE nnx uncawxoED C — JJ ,I ��'PHOTO MT ICSOURCE AND WTPUT DECEIT AS PER /,T, as•aaa II I :' TW W I-- EASTING MAIN BREAKER LOAD SOJANF D SIXIAFE D �I ----�-J —or i 3.)ALL EWIPMENT INSTAMFO WTWCNS SHML HPK CENTER INSULAIEO LINE TAP$ PN: o222N Pa. p2R]Ro L- -----JDo 11-3 GAPN6. = INSTAMED ON MNN fEEDERS - REWIRED CONDUCTOR AMPACIN PER STRING Llrll, nrvOVn [I"GJC.Bt6xu) (15o0-I.05)t -TeasA A\Vc 10,BERATED AMPAa1Y NABICNT TEMP SIM.TEMP DEBATER FACTOR: J6 RACE Y IMP TNG-4 CCD. 0NO s41I' T (9O ]6)0 N0 N.B. t 2.32A B]5.,HERFfORE ARE SIZE I$VPLID IroI TOT L C BECOMES CONDUCTOR AMPAWTY 25.00A 1 25-31.05A A.9B UE TM Ctt War TEMP: MP DEBATING ISRALE'NgT DER TNG NO 2J CCC: N/. {/! 55 10 5 uno 55 THEREFORE C WEE SIZE IS AUp T TERWRRENT15MA �--'SOLAR 25 MA•1.15-3I.25A -->BOA OVERWRRENT PROTECTOR IS VALID r The SnapNrack line of Solar mounting solutions is designed to reduce total installation costs. The system's technical [. _P. . innovations have been proven to drive down costs and improve installation quality on more than 350 MW of solar installations. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient,visually appealing, photovoltaic (PV) r 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 can Height, 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 PaLenL Pending ^ � LISTED PV Mounting System 2703 _ Sle Its test 1 N drL Ro Elry S apNrack Standard Pall SL sbai' it Boll elh SPlrt- �. ''i� Spl .Insert Snit L..k IN .h. I kW "Pka!i�l a -,- Ad, SI I Ie E d S (N r4 f SOI fP - tl Pict` - Pace � • ♦g� MpUa nF ` 1 aPNra¢k `Ay' S epfrreck Hen AdR SIabL.End ndu -�k cldn¢Sa "� • (I .nCrA NJt Wirt,Eailton Lear[ Bonding Stainless lards with cull wl:h ���\\\ aYl�p Channel Nut $UIIFLud Wa5hef5 Split Loco I SnapNrack Bonding sna Nreek bonding Wmher \/\ Adjustable End Clamp p 9 Starell R i Splice Mid Clamp Standard Aall Spllea u Groau,tc!nd Lug Ip-E A I Copper Wine 4 s�.,a r. s• i ,,, 'P..;g%,'"+' SnapNrack Ground Lug f 's Assembly (ONE REQUIRED PER ROW OF MODULES) - SnapNrack Bonding Universal J ErM Clamp WEC)Wave J UEC pull Strap MEN w-Bgr UECWedge ` Stall Steel Ron wlih Flat Washer SnapNrack Bonding Universal End Clamp YSchrach aMing Standoff Clamp ASSP(nby t —SnapNrack SnapNrack Bantling SnaRubber Serrated StgeNut Channel Nut Rubber Steel FWnBe Nut Bonding Channel Stainless Rain Code, $Prated swinlesx— Net Flan'i,ge Net $[C01 FWfga ROIL - SnapNratlt Stdlme55 SnapNracA 92 Degree Flange Mill Finlsh L Foot edt StandoffG:y' flo snapNrack SnapNl All purpose MITI Finish L taut Standoff eas¢(1-/Iola SnapNrack -SnapNrack Base Shown) $mpNrack L Foot Metal Root MIII Flnlsh Flashing Rase Assembly L Foot Base SnapNrack Bonding J y SnapNrack Metal rmpN s ek Bonding Flash Roo(Base wNh Standoff Assembly L Foot Base with Flashing Bontllny L Foot Snap E B B . Materials 6000 Series aluminum • Stainless steel Galvanized Steel Flashing Material Finish Clear and black anodized aluminum •Mill Finish on select components Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Calcs. & Certifications • UL 2703 Certification • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty e 10 Year material and worksmar ip(download full details at snapnrack.com) SnapN rack- _cia� (877) 732-2860 evArw.SnapNrack.corrt NOTES: REV SIGN: -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL 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. 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 IILS FOO�TN MOUNT(UPSLOPETO ErrHER SIDE VS DOWNSLOPE) L FOOT BASE AND UNDER ROW X 1" OR 1.25) OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND CHANNEL NUT SPLIT WASHER - i ,�I -1 i✓�� S.S. LAG SCREW SNAPNRACK . WITH FLAT WASHER �. 2.5 MINIMUM EMBEDMENT STANDARD RAIL ?� ;� / IS STANDARD SNAPNRACK COMPOSITION STEP 1: BOLT L FOOT L ROOF FLASHING BASEAG BOLT ROOF WITH SNAPNRACK L FOOT BASE - / �- ROOF DECKING TYP. DECKI TYP- AASHED ROOF NTING P INT L FOOT MOUNTING POINT FOR E ON COMPOSITION ROOF SURFACES ITH LAW 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. �� ^ ^��II NFINS MEF lENER ;COPP, DESIGNER GWPibelas SCALE: DNS PARTWNBER: DESCRIVTION: REV W UUI PEN DETAIL 01,FLASHED L FOOT TO C DRAFTER ORyaR 5100 PEN DOt r FY VAM No OVIISM - ...__ APPROVED BY:_ °aiE. 12DI13 RAFTER -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION: -USE CARE DURING LEVELING SPACER ' . SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS -1X J"-18 X 1"LONG -2X ll"-18 X 1"LONG ROUGHLY CENTERED BETWEEN ® SET SCREW ■ SET SCREW THE TWO PIECES BEING JOINED ■ - ■ IT o , _ _ �J 0 t `.li I ® STANDARD SERIES 100 �-' _L A ' ,I ATTACHMENTS FEATURE 3"OF m ." VERTICAL AOJUSfASILrTY ON ALL MOUNTING POINTS WITH THE USE OF 1"LEVELING 10.5 SPACERS 9.5 8.5 THE FIRST INCH OF 7.5 ADJUSTABILITV IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L FOOT AND STANDOFF CLAMP SCALE 5:8 COMPONENTS t _�. RAIL HEIGHT=7.5" -"RAIL HEIGHT=8.5" RAIL HELGFif=9.5" � RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"STANDOFF 7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER 9 PLUS TWO SPACERS OF SINGLE LEVELING SPACER B ON TOP OF STANDOFF E ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. .N I FOR A SECOND ADDITIONAL INCH OF HEIGHT ADJUSTMENT,ADD ANOTHER LEVELING SPACER. USE OF TWO LEVELING SPACERS NOT 54 _ TO EXCEED SO%OF � qq — ATTACHMENT POINTS ON o I 3.4 _. L-FEET OR SO"STANDOFFS. RAIL HEIGHT=3.4" ggf RAIL HEIGFIT=4.4" ®g 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 g PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT �C'M MAINSTREAM ENERGY CORP DESIGNER: GMCPMflm SCALE: DNS PART NUMBER: OESCRIPTON. REV ORAFTER: D Ryw _ _ _ 5100 D06 SERIES 100 RAIL LEVELING F (v Neu PP➢me syclam - _ ,,, APPROVED BY: 120113 SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION. FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED /// SNAPNRACK MODULE ATTACHMENT HARDWARE - -- -SNAPNRACK / STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING,UNDERLAYMENT,- AND ROOFING MATERIAL,TYP. SNAPNRACK FLASHED L-FOOT- (�p M IN "REAM ENERG CORP. DESIGNER: GMCPntre SCALE DNS PART NUMBER: DESCRIPTION'. REV sn)( Wad-Pad- "" _ "" DRAFTER. DRym �6nt'E; S100 DOI SERIES 100 OVERVIEW,ON FLASHED F PV NqU �@YMU ppp - APPROVED BY. _ 120113 _ — ' �... ,r,,,F 'S`k f2�fi'+' ;� h. Yu !1 ,, k,s t a t ���f + Y +•` z .aa 4a t� e�l`i.Ks �..� � t �4f'k 4 ";'i* ' 'ate y��k•#;S ,y`£' r�•rtc .� .�`�j,*�.�i%7•cs#Y``''"L y� ,2�}""" .'�° 'a<�4ks��`�t� 3a�Y� Y° �My+k='•y�, S� � a ,� Y�r^'C$ `n mRu�; [[hh rf°"`+•C-o(r-tl r.s ,j h+ tYNttp Ai�y'/•C�W�t,-,y!'AR ;•.+��y�f +f•� iri ;v,3 r5�i ky .�F s'ae+a �•Y'{ �'4��i K � '+tY.i f e•i`,��`I,�. +,.it•` c s t+'..� `^n�K..`}+x r "kY".nv+•�.^»'n r� a}� k5}} 'rkw ��ar�+. �x +'�°�'*A,y- �tw�•t t*- rv7*,,y', xb�dx{, ..n�>% x•�M` i S{42i� �}�.. �1' �'P. 'ati Y r + } }.�x•� *r�E-s. o" t, • s"✓" x wE} } tx ,x i. t"R"v .i. ., �+{.J '� t, Y?�+dre a+�,}31� �-� e4j�� daa`8.# ';i� M}`��,�r,s r� y it"'• s',� - ! '�7'x-Ya u.�e•f4"�oxs'+k'�� �4r +!, �d.b"tea�.�a ,C`r F-'�", 4 tYsaa rvjy.-i�, xw*` '- id•y`� e.Y$} C` t }?yyfi+•c>y.,sxs+ .fart t',C'`'E' =„*r. >��+ �+Za��iS+ .zk +a•' +«.�a'"��43F�"fC.� ' M,ao �x �• i v�i +fir �` Ph�� 4.solart Single Phase Inverters for North America OUiFUI Ai GLAPW JOU&'Alil.-FiClil fV,1 i""'HI Ll'�) r. PANY tCnt:rnj1 Cut Fur LwEnl ]4 it x 4 i' UDI UONY clorcp.g Fliue&cn,Ccurill Cienhe.11sh!, ye, INPUT- CC no.,ri 15M 96C0 124M WOG 71 .. .. .. ..... I Yes Vd, Mium.qC ,i,InputV 325 208V 1.350 V 24CA) Vdr Marc.Input Current"' 12 13 17 @ 208V 33 208V 1 35 AD! 1 17 @ 240V Is 215 39'5 @ 240V Input Short Circuit Current 1 30 45 Adt yet Ground-Fault Isubhon Detection 6w p,5e ii;bi-1 y 97.7. 96.2 —9.8.31. 933 90 96. 98 CCC Weighted Efficiency 975 98 975 @ ZOOV 975 975 9 97 P 208V 7.5 ght0me liom�e,Con%unMwon., 2.5 <4 W ADDITIONAL FEATURES_ 5-PPOM,,c]COnnis.11LIOUr IlNerfaCeS 115485, 15212,Ethernet,ZIABee JOPOWa)) STANDANO COMPLIANCE .. .. ... . ..... .. .. . Zmizilon' 1 FCC23rj15 GUST 3INSTALIATIDN SPECIFICATIONS Z -5 AW 3/3' piIr,rruinnj9-3AW6 DC input conduit size IN of strings 314"mnimumj t.2 strings 124-6 WG 3/4-rr,hmuri/1-2 tnngi 14 5&wG Urienslons with AUDC Safety 30.5 K 12,5471 sio 5.tz.i,7�5 1 10 12 5 it 11 77S 11" 25D mm s,,Atch(Hxwxo( r 775 r 3 ts,172 175 x 315,L91 Safetv Stvich ;1.2,123.2 54] 24 7 as.4 AD.1 Cooling ,, Natural Corvecti.ti Pa", fnpWreahl'l Noise 25 dBA Min:Mao-Omranng Temperature Range .13to 0401 15 to-601.AN1,11W... 40 to>601 'F "peL101i 9.006 4FrAA 39 PAGE 51 GIREAVES POWER DISTRIBUTION CU9AL BUG•BITES'° �� SP 00'C Insulation Piercing Connectors — Eliminates need for conductor Insulation stripping LISTED No taping required after installation For copper to copper, copper to atunilnum,or aluminum to aluminum apaiicalions � For use an insulated conductor only + �nr IPC SERIES NAEO CATALOG ARE RANCE TORQUE C71N EST.GRIPPING NUMBER NUMBER MAIN TAP VOLTS BOLT5 PT4,B5 GTY 1 WEIGHTIIGs) UNI7 13110 IPC 1002 11f1 d 2-8 300 1 16 12 2,63 CTN 13107 -IPC 4006 410-4 6-14 60C 1 13 12 1.90 CTN 4" 13108 'IPC 4020 41r-2 210-6 Sea 1 95 12 4.06 CTN 13109 'IPC 264C _25C 1 4/0-€ sea i 3C 6 4.1 J CTN 13113 IPC 354E we 410 410-10 360 1 25 6 4.17 CTN s 0 1311, IPC 3525 350-4/0 35C_410 3Ca 2 25 6 763 CTN 1311E 71PC 5012 End-25U 10-12 300 1 25 4 2.85 CTN 13104 •I PC 5025 500-250 250.4 Sun 1 55 4 4.06 CTN 13105 `IPC 5050 500-30D 500-250 600 1 T5 1 2.64 EA CAUTION 13105 'IPC 7550 750-500 500-350 600 1 75 1 2.62 En Use BLg•Bites on '600 Volts.balance 300 Vohs(fur 480V grounded Y syslairs) insulated cable only! t Not CSA rarti6ed 00 not Install On bare Cable. Dual-Rated GUTTER High strength I TAP CONnum alloy,6061-T6,INPECTORS & SR lated USTED sob J9 L Ley-in designed main Conductor remains continuous Tap paranel or perpendicular to main d GP SERIES NAED CATALOG CONDUCTOR RANGE_ APPROX.DIMENSIONS{IN)- CTN EST.SHIPPING - NUMBER NUMBER MAIN TAP H W L 24 WEIGHT(Os) UNIT 1311T GP 2' _ _ -2-12 4-1250L TM 5'g t^/,. 24 1.43 CTN 1 J 13118 GP10 1/0-2 110.12 SOL I 3'd 11• 12 1.19 i 13118 GP 250 250-1l0 250-5 i'A• I'/•• 2'!. 12 2.54 CTN 13121 GP 350 350-410 350.E 11 1'1• Vil• 6 215 CTN For Copper-to-copper, IGP son 500-35D 530-2 11l. 1'/• 3'6 S 3.10 CTN I copper-to-aluminum, 131 GP 750 750-500 SOD-2 2 1>, 3-1. 3 - 2.6 _ CTN aluminum-to-aluminum •GP2 has sloped straws. Oxide-inhiakor IS recommended for added Corrosion proattlon. 600V 80'C Snap-On insulating covers for use with GP connectors For indoor use only GP_ C_ SERIES NAED CATALOG FOR USE WITH APPROX.DIMENSIONS IN) CTN EST.SHIPPING NUMBER NUMBER CONNECTOR COLOR H W L 0, WEIGHT(Itel UNIT .t� 13137 GPC I GP2 1 YELLOW 1"' r-4 r•, — - 11 0 is CTN `�I'///�. �,'�9s�.•�` 13138 GPC 10 CPVD GRAY03fi CTN 4-p\/. 14 / 1�•11�` 1314E OPC 250 GP350 ' R@0 1 340 CTN 13141 GPC350 GP350 YCLLO1v I 11, �:� 9q2 CTN �J-.-•�' Q142 EPIC Sao OPS30 If L) Q, s CTN _I3134 GPC750 GP750 OaANGE ' ' !;. ub __ CTN www greavee-usa.com 11 Heritage Park,Clindri,CT 06413•Prone 850-664-450.9•Fax 860.664.4548 TOLL FREE 1-600-243-1130(Outside CT) Mena Multi Solutions THE UNIVERSAL SOLUTION 15.3% MAX EFFICIENCY Module can bear snow loads up to 540OPo and 25OW Q wind loads up to 2400Po MAX POWER OUTPUT Guaranteed power output 10 YEAR 0-43% PRODUCT.WARRANTY High performance under low fight conditions Cloudy days, mornings and eyenings 25 YEAR LINEAR POWER WARRANTY lt,depenclen[ly certified by international certification bodies Manufactured according to ...... ....... ISO and 51vi;onrranl Nlunagen)�nf System Slumdcjrcjs 1509001 IS014001 ll_nll- .I;zl Ali. LINEAR PERFORMANCE WARRANTY TSM- PA05J)� 01MENVONS Of"MOOUUG TSM-POPA D5.08 1q.lb-F—,[W,l M 240 01.3 0!.3 ot-i3 01-3 01-3 .111 F,1,C Jnj 772 7,61 7s9 758 P.110 Qo,o vo,,,\ae lV 9x 37,1 37A cb,11 C,,,,,ril-1,[A: 8?6 831 F2/ 1c, IX I, I OX W.C 0 7SM.7.6 TW.135 T3M-240 r3hl 2� ISM-25( PLICIRICAt OATA ONOCT rC/IA05M PC;TA"W PCpAGS M FCJFAGS,U PCIPMMi.till lw irl 17! 179 163 27.1 27A 9.7 WIS 27,7 MQXjmVm Pc Cun l EA; k20 69 6.37 6.41 6.62 Openclmullvoffgacm 33.9 3" NA 34.3 UA 912mm PO SMrIO¢ult C.,.r,t(A) 6.68 6.70 Vs 6153 724 H( T,1nulb al flOaWJO.MNeN U-peFIIw M$ ~SPee'J'MM MECH"ICALDAIA ESobrrald MuXIcT531plllne156Mm161.hesl M m11.16.101 mwul.dm.j.. 1650-W2-40mm(M-95-NOS-1-57 W.Ihl 19.51:9 143.0 lb) Gig" High lromMmn,,ujor&s,3.9mmi 10.13 Inchm) FM" A"Z"Qfumhlh`m 011W J-&,v P65mw 1 v i;I R I 1c OF 1 1,0 nu,E ISm 730 Pcw 0 cgnlhlm r.,rt,lo, PhiijoVojjajc Teehw"aqble 4.()M�JqA?06 mlliiV), IODOmm j39.4 tACA z TEMPERATURE RATINGS MAXIMUM WINGS Nominal OPemttrg CO 4ec 1.2IC) opwolkiholTqmpemfure .4+3-+aslc ti Madmumi"vuqtEcv -OAM-C V,Ilb,. ��,Utj -C a.3291 Isk Nr 'iii V.1 A NIP Oli,,L me I G1,11-110;i 1�QW,I