Loading...
12 RAWLINS ST - BUILDING INSPECTION The Commonwealth of Massachusetts a 4� CITY OF Board of Building Regulations and Standards SALEN[ T Massachusetts State Building Code, 780 CMR Revised 34or 2011 Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Fainily Ihrellin l N This Section For Official Only Building Pennit Number: ID e Applied: oL Buildin;Official(Print Name) Signature Date . k—1 SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1 12 Rawlins Street Unit B I.In Is this an accepted street?ves no Map Number Parcel Number 1.3 Zrming Information: LJ Property Dimensions: Zonms District Proposed Use Lot Area(sq It) Frontage.(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Requirod Provided Required Provided t.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone`? Public❑ Private❑ Check if yes[] Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Tina DeSimone Salem, MA 01970 Name(Print) City-State.ZIP - 12 Rawlins Street Unit B (617)216-8024 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) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ Ntunber of Units I Other N(spe ify: Solar Brief Description of Proposed Work`: Install 5.46 kw solar panels on roof.Will not exceed roof panel,but will add 6" to roof height.21 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official.Use Only Labor and Materials) 1. Building $ 1.000 1. Building Permit,Fee: $ Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee 17,000 ❑Total Project Cost"(Item 6)x multiplier x 3_Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Su otal Pro,jeet Cost: 18 res-sion Fora]All fees: $ Check No. Check Amount Cash Amount: 6. T $ ,000 ❑Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30l17 Gregg LaCasse - License Number Expiration Date Name of CSL Holder -List CSL Type(see below) U 20 Patterson Brook Rd. Unit 10 No.and Street Type Description U Unrestricted(Buildin E s up to 35,000 cu.ft.) W. Wareham, MA 02576 R Restricted 1fi.2 Family Drycllins City/Town. State,ZIP M Masomv RC Rooting Covering _ WS Window and Siding SF Solid Fuel Bunmt_c Appliances (508)291-0007 I insulation Telephone Email address D Demolition - 5.2 Registered Home Improvement Contra or(� 170355 10/12/17 D Tom Blumetti/Trinity Solar / � HIC Registration Number Expiration ate m m HIC Compan% Nac or HIC Registrant Nae 20 Patterson Brook Rd. Unit 10 No.and Street Email address W. Wareham, MA 02576 (508)291-0007 Cityfrown, State_ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.e. 152. § 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......_..1f 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. 10/30/15 Point Owner's Name(Electronic Signature) Date SECTION 7b: OWNEW 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 tru and irate to the best of my knowledge and understanding. Tom Blumetti ice`— 10/30/15 Print Owner's or Authorized As rC s Name(Electronic Signature) Date NOTES: 1. Arm 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(FI1C)Program),will not have access to the arbitration program or guarant'v fund under M.G.L.a 142A. Other important information on the HIC Program can be found at LNy .mass. oe v/oea Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned provide the information below: _ Total floor area(sq. ft.) (including garage,finished basement/atties-decks or porch) Crass living area(sq. Pt.) 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" The Commonwe th of Massachusetts CITY OF Board of Building Regulations and Standards I Massachusetts State Building Code,780 CMR S1for - Reviseddi17ar 2011 Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Fcmuly Divelling This Section For Official Use Chile Building Pennit Number: Date Applied: Building Official(Print Name) Signature. Date SECTION 1.• SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 12 Rawlins Street Unit B 1.la 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 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.a 40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public El Private El Zone: if yes[] Municipal ❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP` 2.1 Owner ofRecord: Tina DeSimone Salem, MA 01970 Name(Print) Cite. State,ZIP 12 Rawlins Street Unit B (617)216-8024 No.and Street telephone Email.Address SECTION 3:DESCRIPTION OF PROPOSED WORK' (check all that apply) New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(,,) ❑ Altemtion('s) ❑ Addition ❑ Demolition ❑ 1 Accessory Bldg. ❑ Number of Units Other 6f Spacify: Solar Brief Description of Proposed Work`: Install 5.46 kw solar panels on roof. Will not exceed roof panel, but will add 6" to roof height 21 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estit osts: Official Use Only Sr and Materials) - �- 1. B ilding Permit Fee: $ Indicate how fee is determined: I. Funding •�1;000� 7.Electrical $�t7;00 ❑10tI" Sfard Cit)/'fown Application Fee - rgject Cosl (Item 61 s multiplier s 3.Plumbing $ Fees4.-Mechar cal (I- AC) S.Mechanical Suppression) otal All Fees: $ Check No. Check Amount Cash Ainount: 6. Total Pro•ect Cost: $ t8-000 0 Paid in Full 0 Outstanding Balance Due: CERTIFICATE OF LIABILITY INSURANCE DA"29/2014 lD;z9izol� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AMC CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY Oft 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(5), AUTHORIZED I REFRESE NTA TIVE OR PROGUCER,ANC THE CERTIFICATE HOLDER ' I IMPOR.AN, It the 'e fir ate holder Is an ADDITIONAL INSURED. the pollcyllesl must be endorsed. It SUBROGATION IS WAIVED. subject tc the terms and ecnditicns of the policy certain policies may re0uim an endorsement- A statement or this certificate does -at canter rlghn to the i certificate holder in lieu of such en lorsement(s). PRODUCER CONTACT Barbara Ha Cs. NAME: y DTTTMAFi AGENCY - MORE (732)4e'2-2343 FAX I. r Nat-:1132}'r 50-eo:a 7g Court Scraet E49AIL AO aabahaydfln@di ttnar:.asvram_e.tom P_O. aoa 1.1 e_ 1 - -IN6URER+^-APF00.OINC CO•lERAO^ NAIL 4 3reercl_d N.; u77,2E INSURERA:HDI-Gerlin America Insurance NSURED INSURER Nortb River Insurance Co1D,�a_n..�- Trinity Heating E Air Inc. , DEA: Trinity Solar INSURERC ilord'S, London BPTP Future Holdings LLC RuuRERD: 2211 Allenwood Road INSUPFYtE: Wall TWID NJ 07719 IN6URFAF: COVERAGES ' CERTIFICATE NUMBER:2014-15 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 INDICATED- NOTMTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY EE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED EY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AMC CONDITIONS CF SUCH POLICIES.LIMITS SHOWN MAY HAVE EEEN REDUCED EY PAID CLAIMS. WF�&'U� OF INSURANCE POtF IEFF PGUCYE2P LIMITS POUC NUMBER GENERAL EACH OCCURRENCE $ 1,000,000 GENERAL LIPBIUTY EM �� I I 3 $OD,000 AMADE X❑OCCUR 000065614 1/1/2014 I/1/2015 MED EXP(Any one ereon) 3 PERSORALa ADV INJURY 9 1,000,000 GENERALAGGREGATE s 2,000,000 LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG 3 2,000PFjErtY R0. LOC 3 RAAMN�YoAr�OED OBILE UAIDUTY Ea Iltle°31 11000,000 ABODILY IWURY(Par Person) 3 SCHEDULED CC000065614 11/1/2019 1/1/2015 BODILY INJURY CM,A d.rO 3 UTOAUTOSIRED AUTOS ALTOS 3 LMFdI.Pmr $ UMBRELLA Iwa OCGUft 1012014 01/1/2014 /1/201s EACH OCCURRENCE. S' 15,000,000 H X EJ(CESSUAB C1AIM5#fAOE AGGREGATE 3 15,000,000 D I I RETENNONs IMELI1012014 Lval 1/1/2015 UMdx43I(aaQ[OW s $15,000,000 A miticaanf PENSArt ATIY OTH- ANDEMPLOYERS'LIABWTY ANYPROPRUETORNAfiTVBNEXacurn E YIN EL EACH ACCIDENT S 1 000 000 OF'IGFtoryE NHI E%CLUDEO� N!A EL DISEASE.EA EMPLOYEE3 1 000 OOO (t1lnberAry in NH) OODO65SL9 L/L/2014 L/1(2015 Ifyyee�F,,JruaWAlWer DESCRIPTION OFOPERAT)ONS Uebw. E.L.DISEASE-POLICY1fMf{' 6 11000,000 C Errors S Omissions GXARK0201402 /30/2014 /30/2015 per Ortumnce $2,000,000 Pollution Liability Astrepefe $2,000,000 OESCWPTON OF OPERATNNS/LOCATIONS 1 VEXICLES(A1mrA ACORD t41,A4tllBonel ReRMdrs Sst�YNt IT more sW is re9ulratll NJ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXP(RA110N DATE THEREOF, NOTICE WILL BE DELIVERED IN Trinity Reating Air, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. 6 T/A Trinity Solar 2211 Allenwood Road AUTHOR2ED REPRESEHTATNE Wall Twp, NJ 07719 Barbara Hayden/BAH ACORD 25(2010f0S) ©1998-2010 ACORD CORPORATION. All rights reserved. INS0252o,00sol The ACORD name and logo are registered marks of ACORD col rlgm' s S reel. soile 1(h) Boston., M.A 421i4-Z01"' TI,) Bf. PLED VrITH THE P'FRMIT'MC 0 it-10fil T, Trinity Solar 4�dClrts:j: 2211 Allenwood Rd. Citv/stae/Zip: Wall, NJ 07719 PlIone 4: 732-780-3779 A Type of project(required l: '; 0 1 am a employer With 300 7, E]New construction 2.E]i am a sole proprietor or pavererb;p and have no calphilecs Working for itaUta 8. E] Remodeling any�:apaciry [No..,kc,s coma inmratice re,licied-1 9, © Demolition I am.hcm.e,,,.,r doing all work myself comp insurance Mainland 10 C] Building addition 4[T wr,a homeoOmet,and will be hiring colicacicis to concoct all work on my property Swill .5a,c that all contractors either have WOTktaN CONIPUTISaliQu LM1aaaG,:Or aut!cle 11.12513,Electrical repairs or additions proprietors with no emplhiyee 12.El Plumbing repairs or additions S.M f am 3isenecd contractorand I have hired the sub-cummotora listed On the attached sheet, 13E]Roof repairs Cht,,e Sib-contractors have employees and have workers'comp insuoance,> 14.C)Othur c,F-1 we are a corporation and as officers have exercised then right of exemption per MGL C IS',§h4l.and we have no employees.!No workers'comp-insurance regwred.l I 'Any applicant that checks on,41 must also till out the section below showing their workers compensation policy information. 'Homeowners who submit this afflidavitindwating they are doing all work and thm hire outside contractors must submit a new affida,unidicating such. tColitracen that check this box must attached in additional sheen[showing the name ol'the sup­cvatmaats and state whether or not those entities have erriploy"s, if the cub-compactors have employees,they most provide their warlo,ars'comp,policYrium.bt. I am an employer chat is providing workers'compensation insurance for my employees. Below is the policy and job site information. 77 -_ 1cc4� d� InInsurance Company Name: Xr q Policy �or Self-ins.IJQ. , f we, Expiration Date- Y Job Site Address: 12 Rawlins St Unit B City/State/Zip: Salem,MA 01970 Attach a copy or the workers'Compensation policy declaration page(showing the policy number and expiration date). Failure to secure Coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to S 1,500.00 and/or one-year imprisonment.as well as civil penalties in the to"al'a STOP WORK ORDER and a fine of up to$250.00-a day against the violator.A copy of this itateawrit may be forwarded to the Office of Investigations of the DIA for insurance Coverage verification. !do hereby cerd under the pains"ermi of perjury that tire information provided above is true and correct. Signature t'P&U_&6b Mte* 10/30/15 Phone.g: Ofrecial use only. Do not write ire this area,to be Completed by city or town official City or Yawn: Permit/License# Issuing Authority(circle one): L Board of health 1 Building Department 3, City/Town Clerk 4. Eleettricni Inspector 5.Plumbing inspector &Other C(Hliatt Person: phone 4: x Office of Consumer Affairs and Business Regulation Ir I 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Corporation Expiration: 10/12/2017 TrA 271073 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 t; 2DM 05iiI Address ❑ Renewal r l Employment ❑ Lost Card 'v�//m�rO[ueiieoreeaatn�A�2�C3�Cr!irmtFr/ra/rd0 Office of Consumer Affairs&Business Regulatioa. License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 9 Registration: 170355 Type: Office of Consumer Affairs and Business Regulation Expiration: 10/12/2017 Corporation 10 Park Plaza-Suite 5170 Boston,MA 021 t6 TRINITY HEATING&AIR,INC. TOM BLUMETTTERSOTI 20 PATTERSON BROOK ROAD IJ QJ�SY WAREHAM,MA 02576 ^Undersecretary I Not va rd without signature i 31C7 /6 e 7Ct/1 C ��C•C(.si:>C;� �l!(ir.%�j Office of Consumer Affairs drid Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card Expiration: 10/12/2017 TRINITY HEATING & AIR, INC. GREGG-L-AGASSE--- 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. SOA 1 0 20m-W11 C Address ,`^i Renewal F] Employment Lost Card ILI WRegistration: e of Consumer ARairg&Business-Regulation License or registration valid for inAividul use only ME IMPROVEMENT CONTRACTOR before the expiration date. 1f found return to: Office of Consumer Affairs and Business Regulation 1,70355 Type: 10 Park Plaza-Suite 5170 Expiration: 10/12f2017 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE 20 PATTERSON BROOK ROADU - --- `; OMV WA,REHAM,MA 02576 Undersecretary N va th0ut si ature _cep>e CS-103631 GREGG LACASSE 14 PINE ISLAND RD- � MATTAPOISETT MIL <,�mmissioner 081=2017 Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 1, DeSi mon e, Tina do hereby grant Trinity Solar the right to sign on (Romeo.,and Nome) my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other (M.M,11. 111 related work on my property at 12 Rawlins Street Unit B Please accept this (5111 Add,—) document, with full 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. IzAcerely, 1 12 Rawlins Street Unit B Homeowner's Signature Street Address DeSimone, Tina Salem MA 01970 Pratt name Cily.State,Zip Code 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 October 1, 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 2x10 at 16" o.c. &15' 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) • 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 Tina DeSimone, 12 Rawlins St Unit B.Salem, Massachusetts 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'/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 3B-inch mounting bolts into the footing bolt slots.The rails will be attached to the footings with the flange nuts. Very truly yours, 4 Optimize En ineeri g LL� ��F H�F^^gsSy Richard B. G P.E. z rrOR 0 5. ` 1� URDON Massachusetts P.E. Lice se No.49993 ° a=_D.49992 m la>• � D.4-999? CIVIL, MECHANICAL,& ELECTRICAL ENGINEERING Y INSTALLATION OF NEW ROOF MOUNTED RAWRLINS STa 5.46kW PV SYSTEM 12 RAWRLINS SIT ' UNIT B, SALEM, MA 01970 ' . IF -Je Issm<I/RPi s'DN t ; VICINITY MAP SITE " CEYFlVNL1i - scALe Nrs ProjeeI Title. ,F"I IF,,1 1.1117 PN Od AII 12 RAWRLINS ST UNI I q SALEM,MA 019I0 SHEETINDEX c ST G s 11 41-JORENTRIPLARLIENTILITY INNOTONo uLs PV-1 COVER SHEET III SITE INFO&NOTES IF DR.:m ram: IS 5 e c s s a E PV-2 ROOF PLAN W/MODULE LOCATIONS PROPOSED S.O6xW G bo8 R * PV-3 ELECTRICAL 3 LINE DIAGRAM soinxsrsiEm C p RE<E 0 0 IX 5 q00 KR6E O FA 0 II a 5 1,A 6 E GSU 0E[ OSD 65GA. - E ilrvry 0 FILE I III SELLS .ie lE. 'xAL E�iPG WCE AP }� FAIT L s D smn DNORRE N u o TL E EAS FINITE..Ec FIN p EN C VC I'll IT E 0 0 E L 5. C L 00R 'lFCC 2U* -DERSTLANDS, D INIT "' LAN'LAID A III STILL IS AONN`A' 0 EJ O 1,11I IF .TILL DIN SP ' FN.0 e Irti OC a M1NG uNDvt. J ISSLATION OF THE INTLIATH 1 DIED DID IT SNIIINT - III.I TN.FIRCv.Na. $M1ixl 'I IT- DO ISIRLD IINRI AND IT THE F \ I N. PNif DRIFTER UL L VRP E.I.I. M1SHEDFLOOD OR G. ""I',A,TENT ONSTILLITH ONE E .. wa DEFINED, HNA P DO Sell ITINT.,1111HO AlIERAIRITE U ICGIin AID INSRe rx 'DI`L,U vN �I L SIO OAFARI IN ESV Ly EivL NG a'. 1VJP[AAI i N 6IA I��i1�_II"�'. C GI.- - 65 J S657 DSRE .'"I'll1 6FER x x/, 5 PnUPPDS PFN.ENi.. S TRIPS.I We(EN VNITH A RNI N: V'.ACTS'OIL II IN FEE AD f Li THAT FINAL DOLLAR !I ADSID lFNTFH.FLARD,DIII All Di ALIN I T I LANVE OLD TOAR 6 Or EOJ>FENi. ix ,Nl io.e Ild=v:aaFTSIT ul11, oNIIAl A uo51, 1 21 11.1.ELUNr.E,ll 6mlf oul .a.rrr.+w.<woauq AxDAIIIIIANTNTI 4Nx II I IE9 VLF IF;;x6R a $OIA0.1N...I1LE _ _____ __ I:,IeV[e115:a f L+SP�CWG '� It, J.RMD JCRM 6_$ vG, N OM1EE ER RSPHA IHBNvLES1/ s -nrmsa \ 3 IT ItL MT.IC FLRSXING . N6 f11 [cs Fuo P ` uiuo A _� �E N£31 EOUrc N ODULES 5IW11 H01 fkISiING NAFTER ,ILO PEN:HEIGHT, mN TIATFAf CLIP DETAIL ,V T'�f=NAWM0D LATTACHNENTONASFIIRLT',I11NGLEROOF I"1H�IGHT FROM f.RO11NOl EVEL TO PcAH OF ROfF V. FN TV IILUU25ll L514.a LLscnLE NIT sLIT F L� 'N Hqa oacnl[ AILAT PoVLEqurcrv9gN5 IAA.dAl l Rev 6Olu FRONT � rvo. mnoN \ \ E-1-7 Tlu \µ\' � -1 � D 511/ONE,TINT OLI Q\1 i�"` Q L6N1 Rrl eoti-G.]6] y111 R7 ��ri r i nc F6i :\ Pro oa Atlr] INC \(D 10 µµ 4'1 1�7 IM P U\ IINI lbz.u.SALwEnMu,NMsA s in 19)fl tF 1 Dravun iill6: N' V 3��J..£ PnOP(]SfD S.g6kV! \ \� VA A A- SOWN SVSIEM 1 1IN O Iql IO IN It �� ® �i� f0 •� P ix \ B t I! 1 n'. i�r n E \ I.LINE. 61NNzrva BACK 1)ALL A oINENn sxpL I-rcalALE IN PCIXI .E 1.ImaIC .. El rt - NP Rc. No. SEVCI 41J ROOFTOPBOIM INSTALLATION ONLY PV ARRAY WILL NOT e%TEND BEYOND THE EXISTING BUILDING ENVELOPE ARRAY SCTI DULL SYMBOL LEGEND PLUMBING SCHEDULE EQUIPNIENT SCHEDUI L P PV 11 IAl E i.- LD © APLTN�lI.Ik AMII £ TYddA_13 I 1111111Nwso61 I'LLulxvrcx av N © E O UL oWLu. It�t £ OIHLR OdBI RUCTIONS hl.N ry o1V L Iwr NNIANTLIL[ os .ETCNT.eETLJTTTTdI t SOW! MILECIA 111,1 FIIS, O l lO6 G 3Lcrt[P 1 x / �.a. VT6. ' FDc 1<J" Nvyu . In<. EOg'OIOT I LlmmC Holder'. MOUNTED wcU w.00.ONlaxRrv: UNDER SCALAR NOUU. !!-!W!:. SIW/E SOUFEWFFEDOFFF MOOVIE C690.3< -� E61[543yDvmv N[IION .:, T I1;ALE6-T 1 F sDBox -- _ .. 1 I i I ` , I ' I / I I _ I UUNRYII R.,lims I I I I I IN. GIVIIIIIIND :.m I I hOlecl Tille: F I DESIWUNE,TINP ARRAY CIRCUIT WENI� I TRINIIV MCi IDLiti513E I COxeuES w1'.1.11 NBC (TLI AEC£PFALL£ PfO CC.l A10T5: I.)ICHREST APAIDED A 1 FNPFA ATfl E BASED,ON FSTING M 1 t HfiNfl EAKER CA. �GRNAE NINIu 1NRIA "T" EDA I2 V - 240V IP UU.1IdAIGCNE LOCATION DOETA UTUTY1.VAN EMPFAMEN STALLAPGHN LOLATON LOHRST EXPECTED AMBIENT O BUSBPR 13 flAW1ILIN5$T _ rtuP=-lec UNII b,SALEM.MA U19]0 ST WpEpT GONIIXUWS AN91EN1 IENPERANRE BASED ON � I ASNR E HIGHEST MONTH 2C DRY BULB 3• 1 DIdYIN Ti116'. I3 MPERALLANHE FOR ASHRA LOCATION MOST 9NILBRIM10 -t JI LOJ(ABLE EGA3TATON LOCATION. HIGHEST CW W TNUs TEMP 1 OISCMNECT ND W/ '- J GOA POSES PRUPOSEDSA6kW tApIPEO W/ M. BEA UNEUSED PRODUCT ON SOLAR$VS'IEM S.)C..A ASNRAE.No AN ON 1.3S OE.. BREM2A LOAD CENTER DISCON ECl METR TEMPERATURES 00 NOT EW£EO<]'G IN E UNITED NVFBIEH-Q D 6TAT:s(PALM SPRINGS,CA IS H.IC} FOR LESS MAN R D 24O 6 DIENtlr. IR(01010100 S CURRENT-CARGANO CONDUCTOR5 IN A _ pT`' FDn[ NoX_MOUNTED SUNLIT ISNURll AT LEAST A5•ABO,E N! ROO AXO U$ G ME OUNMR Of9fN TEMPERATURE (�- -��-� r , - 4 CG J j DFY\1'H e: OF nT:OR Irss(Au of umrtn surfs). 1.= � ______''ff -r.v... _ �T5..�a a,•L - �oo•a ao e2o. ems N...�ss A.1 PHoiOvbulc FONiR sSlEus WnIL eE __ U - /• O 'u' 6 fD__J somro lnlomlall001 P RMITM➢TO OPE11P1E MM UNGROUI r��� -- V •�JCT• o PHOTOVOLTAIC$CUR,,ANO WTPVT CIRCUIT AS PER -'� b _ NEC 69D.3z �( SMITING MAN BREAKER LOAD /h SOUARC 0 SEW D I ------ IU—NIJII muxn A 5.)/ll RECURRENT INSTALLCO OUTDOORS ANNUL HAVE I CENTER INSULATED TINE TAPS L(Y PN'.SEND RE I D222RB --------J u.0001e'.I:.[D: TN.u!W A NIMBI RATING. NAIAMED NBC W690.N ITTERS CALCULATIONS FOR CURRENT CARRYING CONEU TIERS OVA RCW IRCO COROUCTOR AMPACITY PGA STRING I111c (HE A9D.NIN)a)k (15 G0.13s)I-Ie.ESA Aw0 ETD,OERATED ANPACITY RENT RE MP 55L.2MP OERATNG FACTOR: 16 6,TIT51S IN, R LE CER TNG 1 Cod 080 (0]6JO.R0 21.52A Rev.NO sh-I: 2,I12A t HS15A.MF.F.P1 MRE 517E IS NAIIO O AL AS REQUIRED CONDUCTION ABRAOn ]JMA 25-E6-05A AWG PO.CERATEO ANPACTr I All n AMBIENT TEAR 30T TERN DEFYING. TO RACEWAY DEBATING`J CW. N/A Ul TT WA•10-AGA 1oA'Stl ESA 1NEaFEdRE AS RE 97E 5 VwD - I, CALCULATION FOR PV OVERNRRENT PROT[RIOry LG 6 s fv: �� TOTAL NVFAIER CURRENT. 21WA 2}pye•I 25-E R.TS.s -- 511A OVERWAflENr PROTECTION IS VALID -I.Wv..00ee•w - 'Aluewln..yui:Tv 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 October 1, 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 2x10 at 16"o.c. & 15' 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) • 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 Tina DeSimone, 12 Rawlins St Unit B.Salem, Massachusetts 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 31/z" 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 you., Optim n 'ne f 1^- Richard B. n, P.E.1 z R,CFIARD B. Massachusetts P.E. License No.49993 coaeow b d fn,CHnwcnL m q1 N.,..411993 CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING <\" T� ,Seq- Snap rack- Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 UL_ Roof Mount System is an efficient, visually appeaiing, 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 Corn- 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 O All bonding hardware is fully integrated into ?' the components A Rail splices bond rails together, no rail jump- ers required tz O Proprietary SnapNrack grounding lug snaps in the rail channel i No drilling of rail or reaching for other tools k3 A requiredv» • 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.coin/resources Design configure.snapnrack.com Where to Buy snapnrack.com/buy Snap rack- Solar Mounting Solutions 6 It:•,M1 St IMSStaHI q ,N::6 HonS 15 Pfl'tck 3k�tlmd Rail f l :iwr [ YI _Pill SpI CP "¢rt nN k tnO'�a_ SnaPN arK xPl Ga A too F 3 Bn: ��s ane a✓.6 Bc[Nip < B dm9 dI RahW End e d ck \ �� Sfni _hnvnl n[.t cta OBdtom •� KSm1N 11 8 i�M C eond� Splik teck NBon ; Split LocF SnapNrack Bonding w'zshar Ad(uslable End Clamp slwpNraFK Bonding SnapNrack Bending Mid Clamp Standard Rall SPIIce .,rn—ld ind L J •�J -oppPPer�V•I'e SnapNrack Ground Lug Assembly (ONE REQUIRED PER RO W OF MODULES) naPNuck Hoi i Uri nsN End clamp!uFay w--a• �UF_CPUIISImp �UEC W-d" Stn 1 Sfi St,l 0olf t SnapNrack Bonding Universal End Clamp soa l,.W6 Bondug Clnmp $ICUmp A:5/Inbly snaFhkack Samnad sim,,tas 5nvtlmck SnaPNrxk garbing Rubber Steal Fange Not BOIMInS .hannel Not Ratn Cellar Obennel ales Serrated Steudtss nut I FI � Nuc Steel Flange Belt 92 Degree �l f"4[ SngNJrnf 9_Dagree t•3R1'GgC(e. FI y= Mnl Fin nh a It staMoff L foot u,,.s Kit sh� `LF t stmulcR ` 5 P 1 -k 8a•se(1 Nd _ SnaFN nck SraPNrxk MPI ROaf Ba$f 5hpwn) I Font MITI F rish Fla-F rg 89 2 P. 'ibY L Foet H,sse stapNttck Bonding Sot B.r..Bonding SnapNrack Metal StandoN Assembly LFoot Base wkh Flashing Roof BJSB with Bonding L Fool SERIES • a TECHNICAL DATA • • 6000 Series aluminum ..*•. - Materials • Stainless steel • Galvanized steel and aluminum flashing • Clear and black anodized aluminum Material Finish • Mill finish on select Cori)ponents • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification Calcs.&Certifications • Class A Fire Rating Type 1 and Type 2 modules • Stamped Structural Engineering Reports for all 50 States • SnapNrack Grounding Lug (One lug per individual row of modules) Grounding _ Irtegr'ated bonding components Warranty 10 year limited product warranty; 5 year limited finish warranty 877-732-2860 www.snapnrack.com contactia)snapnrack.com _ 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 Q.IDSMCUJCiSTSJCLl7 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, i AND RDOFING MATERIAL® CTTTITLTnFIT-u l t ILBEf f 7-I ((�� ��]Ia per. IMINSTREAM ENERGY CORP. DESIGNER; GMoPheelars SCALE ® PART NUMBER: DESLRIPl1UN R61, S,ap\JpC rack- "' •—°�—�•�°•-•e•-^ "° ORAFIER. DRr" S100 DOI SERIES 100 OVERVIEW.ON FLASHED C La�iN AFPROVED BY: DAM: ® L-FEET PE✓ISION: SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL , r�f ROOF SHEATHING,UNDERLAYMEW, AND ROOFING MATERIAL® ROOF RAFTERTYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURUNS EEEECrJCl13M=F Oallm ITS - �,,�plp,�,�! MAINSTREAM ENERGY CORP. DESIGNER: GMCPMN SCALE: ® PART NUMBER'. DESCRIPTION'. P.cV plyck, °'�'�"`=="1` '= "7"°'"" DRAFTER 0R,. 8100 D02 SERIES I00 OVERVIEW ON STANDOFFS F APPROVED BY'. on1E: SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION NOTES: -STANDARD LAG BOLT SPEC ASSUMES 5/16"LAG BOLTS WITH 2.5" EMBEDMENT IN 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 M DOWNSLOPE) -FOR UNEVEN ROOF SURFACES,USE -SNAPNRACK MODULE UP TO TWO LEVELING SPACERS PER L ®"'+� MID CLAMPS MODULE OVERHANG 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 "IMLSPAN" DISTANCE BETWEEN ROOF ATTACHMENTS "RAIL END OVERHANG"(NOT TO EXCEED 34%OF ACCEPTABLE RAIL SPAN) /\�\M����L(((�p\1pI�J�(��pw(' MNNSTREAM ENERGY CORP. DESIGNER: GMcPheaters SCALE. DNS PART NUMBER: DESCRIPTION P.FV „!l'!l� ..J�U�V' 11�41LSUU M„OpY*•�«�.,„ DRAFTER. 0RYan �����,P'I'* DATE. 5100 D05 SERIES 700 TYPICALILA'(OUT APPROVED BY. 120113 -IX SNAPNRACK -2X SNAPNRACK LEVELING PEVI R)t USE CARE DURING LEVELING SPACER 1t SPACER INSTALLATION TO ENSURE 0 THAT THE SETSCREW IS - 1X�'-IB X 1"LONG -2X SA,"-IS X 1"LONG ROUGHLY CENTERED BETVVEEN g SET SCREW SET SCREW THE TWO PIECES BEING DINED Gi r , i _ -- S I ANDARD SERIES 100 ATTACHMENTS FEATURE 3"OF s � I * VERTICAL ADMSTABILI Y ON ALL MCUN71NG POINTS WITH i ITHE USE OF I"LEVELING am SPACERS ® m THE FIRST INCH OF ADMSTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO HOFH L SCALE 5:H - FOOT AND STANDOFF CLAMP COMPONENTS RAIL HEIGHT 77.5" PAIL HEIGHT EE.S" - RAIL HEIGHT 19.5" 3 RAIL HEIGHT a.0.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADSdSMENT,ADD z:7"STANDOFF =ii 7"STANDOFF i 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 300 OF ATTACHMENT POINTS ON -P L Et f OR 10" STANDOFFS. I _ FOR A SECOND ADDITIONAL_7 � INCFI OF IIEIGI-(T R _ ADLUSTMENT,ADD ANOTHER LEVELING SPACER USE OF 71, jRVO LEVELING SPACERS NOT a {. - I O EXCEED 1071 OF COCK - ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. n RAIL HEIGHT EB.0 RAIL HEIGHT MD RAIL HEIGHT 5A:7 RAIL HEIGHT a.Q ADOVE ROOF SURFACE ABOVE ROOF SURFACE D ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT 1 ONE L FOOT '' ONE L FOOT - PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER,L FOOT KAI NSIREAM ENERGY CORP OESIGNCA aMCP,ei P, SGA_F PART NUMBER DESCRIPTIDN REV DRAFTER 0 R,, ugie S100 DOS SERIES 100 RAN_LEVELING F %�%LI9 Tip QS}a�'sYNJ"J APPRUVGU BY '� I ' kP.VISIGN USE TILT KIT OPTION FOR INSTALLATIONS THA P REQUIRE MODULES 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 IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: (B" STAINLESS TO STAINLESS HARDWARE) WITH STANDARD t ENG[NE'ERING REFER TO S100 TKT SERIES 170 TILT KIT TOOL FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF - RAILSTANDARD MODULE INSTALLATION SNAPNRACK •I MID CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP �. OF STANDARD RAIL 1 SNAPNRACK CHANNEL NUTS, 1 TORQUE TO 10-16 FT-LBS WHEN r. SNAPNRACK L:FOOT USING WEEBS.WHEN USING ALL-PURPOSE OP. SNAPNRACK BONDING CHANNEL (, L-FOOT COMPOSTTTON NOTES: NUTS,TORQUE TO 14-16 FT-LBS. j I WEEBS ARE NOT REQUIRED WITH - -TORQUE " 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 CHARTS FOR RAIL SPAN BASED ON MODULE TILT 'X 1"(OR 1.25")S.S. BOLT ANGLE,WIND SPEED,AND SNOW LOAD WITH SPLIT LACK WASHER - BACK SUPPORT"LEG"IS FABRICATED FROM A SCRAP OF RAIL.CALCULATE REQUIRED TILT LEG LENGTH. USE WEEB GROUNDING WASHERS AT❑DINTS 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 1N REAR TILT LEG IAAINTREAM ENERGY COPP DESIGNER UWPh,,t,,, SC9ff DNS PART NUMBER DESCPIPTICIJ REV DRAFT-R D Rra^ SERIES 100 TILT KITS 10-45 DEG WITH L EAIe 5100 D10 FOOT MOUNT F }'�I ft,& ma myzb W •, APPROVED BY 120113 H;illli ll•i USE TILT KITE PTIONMODULES FOR O BE TILTED \\L THAT REQUIRE MODULES TO 8E TILTED ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN 15 DESIGNED FOR TILT ANGLES FROM 10 TO[I DEGREES ABOVE ROOF SURFACE ON STANDING MAX LENGTH: Er \. 1 SEAM METAL ROOFS WITH STANDARD \ SNAPNRACK USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING RAIL STANDARD IS RECOMMENDED(PARTICULARLY FOR STAINLESS TO STAINLESS HARDWARE) � REFER TO S100 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 10-16 FT-LBS WHEN CHANNEL NUT MODULE INSTALLATION - USING WEEBS.WHEN USING I SNAPNRACK BONDING CHANNEL ts5"X 1"(OR 1.25")S-S. BOLTS NUTS,TORQUE TO 14-16 FT-LBS. WITH SPLIT LOCK WASHERS WEEBS ARE NOT REQUIRED WITH BONDING CHANNEL NUTS. CUT REAR i1lT LEG FROM SCRAP OF STANDARD RAIL NOTES: \ ' 5 SNAPNRACK SNAPNRACK SEAM CLAMP -TORQUE;S"HARDWARE TO THE _ \, ` ' MID CLAMP ASSEMBLY WIDE OR STANDARD BASE FOLLOWING UNLESS OTHERWISE NOTED: •�- `� -SILVER S.F. 1D-16 FT-LBS - BLACK S.S. 7-9 FT-LBS - REFER TO ENGINEERING CHARTS }• FOR RAIL SPAN BASED ON MODULE If NUT TILT ANGLE, WIND SPEED,AND SNOW LOAD t �' SNAPNRACK L FOOT ALL-PURPOSE - BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION FABRICATED FROM A SCRAP OF - 1j;"X 1"S.S. BOLT RAIL. CALCULATE REQUIRED TILT . WITH SPLIT LOCK WASHER LEG LENGTH. CUT RAIL AND DRILL TWO j"HOLES AS SHOWN 5NAPNRACK SEAM CLAMP - FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE SEE"SERIES 100 TILT KIT 0-15 DEG" T "X 1" (OR 1.25")S.S. BOLT -SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER USED TO COVER CHANNEL IN REAR TILT LEG f.......REAM ENE-G )EP Gi51GnER GMcPnF.lers 54dLt DNS DART NUm6E3 DESCRwT10N S 1 REV Dknr ltn c Rran 5100 D11 SERIES TILT KITS 10A5 DEG SEAPA ;`z&Xn m lxg RS,dm03mv6 - _ .• APPROVEO BY °AIE 120113 f;l AtJ�P MOUNT F NOTES: REVISION -S/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 -BLACK S.S. 7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION "t56 S.S. FLANGE NUT -RAILS CAN MOUNT TO EITHER SIDE L F LE AND UNDER ROW y�X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) SHINGLES OF SHINGGLES ABOVE SNAPNRACK S.S. BOLT AND •�" CHANNEL NUT SPLIT WASHER e � . S.S. LAG SCREW ` WITH FLAT WASHER SNAPNRACK - 2.5"MINIMUM EMBEDMENT STANDARD RAIL �� -• 15 STANDARD SNAPNRACK COMPOSITION ' STEP 1: OLT L FOOT ROOF FLASHING BASE TOBROOF WITH + LAG BOLT ,f SNAPNRACK L FOOT BASE ROOF DECKING TYP. 11 ' ` 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 I' UP TO TWO LEVELING SPACERS AS . SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTAUATION RAFTER TYP. 1 IMINSTREAM ENERGY CORP. DESIGNER: 0MCPclP,m SCALE DNS PART NUMBER: DESCRIPTION REV suppNracII oRa=rER D Rr,� DATE 5700 PEN D01 PEN DETAIL 01,FLASHED L FOO 1 TO C Illy Rum"gy.12W= :' APPROVED BY. 120113 r LAMMING 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�'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 D TORQUE BOLT FOOT AT THE TO 10-16 FT-LBS SAME TIME X„ SEAM CLAMP BASE ` (STD BASE SHOWN . BUT INSTALLATION - I OF WIDE BASE IS SEAM .9 IDENTICAL) CLAMP CAM 2: OPEN i CLAMP GETS 5 TYP 1: INS?ALLATION bTART . . 5 SEAM LOWERED ` WITH CLAMP IN CLAMP ONTO SEAM OPEN POSITION THREAD WITH BOLT LOOSE INSERT 1 2 3 MAINSTREAM ENERGY CORP. DESIGNER: J WPDeelem SCALE: DNS PART NUMBER: DESCRIPTION'. REV [N91�J��IG�S` •--�^-• oRAFrER. o Rrao SI00 PEN DOa PEN DETAIL Oa,SEAM C F'LAMP A'[dfl'349L� m�co.•=' =':;.i,,::.v;'.'••A,.�`„. APPROVED BY: DATE 120113 solar - o � - SolarEdge Single Phase Inverters A " o A , —For North America " — ^ — 4, SE3000A US! SE3300A-US / SE5000A-US / SE6000A-US i ro SE7600A-US l SE10000A US SE1140DA-US t} 9 �+ y • F ; . S x J s= i kw k , . "u.. ` ' �`� ,:�k,+',A'"f • ''�']q..{"ik t'^ L' y r ma't # 3 a Y I •`�" {" �`'� s'3 '_ - � aye r�s�� ? s�� � v. � s +�, { �.'�i�.' t�, r 4 J ; rF.. a .2C p t � � `¢vd•,�p —j c Fs'�s ,��*���" :` ,p§:{k i $,y k A I n s '4. y 'g` ;_2g.� } rxe 'fir x J± i t B, - • ^�-ii'1.+,�, _ ` r 'f '..�1#'��'� MM ':� � '�' R ^"v'� i&. '�' ,�,. �•'qyS S'�` r : 2Ei,. d�n,$y t: .attdt% d �x „C The best choice for5olarEdge enabled sy'stertis. Integrated arc fault protection(Type 1)for NEC 2011690.11 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 USA R1N( t <,ANj .CI,1N': Ali-RAH lik N,.M riAND:Y 'SfdAir NnN L+;.�OIAI .i;78.i15 Single Phase Inverters for North America solar,=ou SF 10"CA-t,'S SU9'04 GS.1�IHHOA JS SHWA-US ANWIGA 0� SF I SF.8600A-US SEUMA-US SESOMA-US SE6000A U5 SC7600A-US SEIe000A-US SE1140OA-US OUTPUT m r......I V )o:M s0110 1001 110(11 nfli0 ;00 11t, "11) 1 )110ti al 1 811 It-:�'V.1. U-tpll P, 10 iSo LJ'1',0 9 10 oul'o i )'JP, ,ti QW["t Valre cx M,) r-Ic" kl;n.N, 0.92x. 60,f,l,,NI t Itax.to 11111-"On 1 put rit 12 US 42 v 21m,'08" 4,5 A FDJ Fit,zslhoid 1 A ull;ry IN 1111i"'Mr, 'Jand,n�:1, 1,, l,r, C.,ti,nt lnw,bolt,, Yes Yes INPUT k1AyliTIL111)DL Powpt(%N.j I U0 6790 aeon io 2 S 0 Vis(lkl 1 3130Aran,(omt IA; I ley,lw;;wu�l��d Y�, fvlax L,pat Voltage V11. llo,tt ff Input Voltage 1'P 20Sv i 140(o)4,)v Vill 13 208\, 18 23 33 208V -wc 1S S=)40V G.5 C)240b Shore t tic u',wr,,,,,t 45 ndc 110111w, Yes Ground lwlt M.k, DIL,�(d,,,, bockos-nsahvi v A,I d,,,,,�!,I I,,r�ffi i 118�2 .8 % [EC veighick efficiency 9 ;08� /.L; Y- '18 r�p 240V q 11 5 t�; 2,111%,, ?1,0!th In,*",")�,*,,,'uns,ryt)(Ion W- -ADDITIONAL FEATURES S"Pj'mWd CIIIIIMWn11:ad(ll Interfaces RS485.P5211.ChelneL 2 H o(.pr1r,10) FIleflUe ad.111M 4rl'11 1 12,1 illidail It F,Apid S ku tdown NEC 2014 bg(;.11. F11r.,r 11,11 ,eIlihie,l wh,,n SnLl,id,-r.Ifi hu Id"ain II. i,tall"IP STANDARD COMPLIANCE 5,,lety UL1741,LIL VY-M,(JL199S,(0 Crid com)"6. .Pa rlrja'd, iEr—S41 INSTALLATION SPECIFICATIONS "OLITI;Ut conduit ,17,i-AVVG l;,,.g, 3/4..........rn n11,6AWG :j4"miuimin 8-3 AWC CC input Conduit ire Of strifll's ipl an....... 1-2 vin,, AWC, a,be 3/4'mmmwr 1 2 tr,ng 5 It,-b WVG Ill 6 IMIG mth Sd-t,lwit,:: m—s x 1 ILI- 111 1' 184 77S e IS x 254 Fee v"e"g,lit Mill Sai,ty S,ttch 51.2123.2 54. 24,7 88 41 40.1 ka mwoednn Goofing MAh,,a -Ulwo,h,,,, anewernal fait(use, lePlace,able.).. ... Ii/k Nim.NMx Op"a,,,g ....... vailable'{ F(`C Par 4a :1 14.111 11,1.11T I tt'1P lIt 4 GansrtIEC En solar - o a - k k SolarEdge. Power Optimizer Module Add-On For North America � #� A V.�34, 46 o- P300 P400 P405 . {3 s• � 5 �r §dr ' ♦ "G +s 4 pn"a tie 4* .. ?L "#' Jb,akX. 4_d 4 fy �$` �}Li.�''�"9 r+, ' �Y fop 4 i�wa� Sf Ilk 4�4 • v, *f•;: ,fin � ra" r st Al .. is ., Zr £.w ..' S' !g t z A w + = e ;}S d ..'" aid* � m tt�xd f,' R ° � "`l Y M s#C✓. DV .° PV power optimization at the module-level y — Up to 25%more energy !, — Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading r Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety J; A ri,14AIII err 1z Hc:. n"a:v • UHIN� n=i qus�eai,p N -v��;.soJa ��oe.u: solar ' o o SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 4 P300 t P400 T P405 _- (for 60-cell modulesJ (for]2,&9Gcel l mydulea),_ it.,thin h l In medu les)__ INPUT Rand Input DC Power"' 300 400 - - - 405 W Absolute Maximum Input Voltage 48 80 L9,5, Vdc (VOL,at IUWC'SI Cem Peratalel - MP,PTOperftICRange ( '8 r18 8-80 12.5.- 105 VdC Maximum shore t.il culr curre_et(lac) r ID _Adc MaXlmumD(In utCunent _. _ ,._ ._ _ 12.5 r Adc Maximurn Efficiency 99.5 45 Weighred Efficiency Overdoltage Category OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OOPERATING SOLAREDGE INVERTER) Maximum lutput Cugent r 15 Adc _Maximum OUtput Voltage__ 60 _ 8S Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAR EDGE INVERTER OR SOLAREDGE INVERTER OFF) Safe Out put Vofta$e Per Pewcr OpNmirer ) _ _ 1 _ y Vdc STANDARD COMPLIANCE _ -.. . _— ._. _ _. — EMC CC art l- .. . R,I. ....00 6 . IEI;.1. 0 6 Safety -CC62109 1(clas,ll saf ty� ULV41 Yes—_ INSTALLATION SPECIFICATIONS :✓ i Maximum Allowed System Voltage, 1000 i INC PXXX-25er 1)series t41 x21) 1,1 .SS x 8.34x 1.59 ' RIM III r ........ ... .. .. ... _. .. ... .. . . .. .,. ... �... _.. ... ... )mansions(wxLx H) Iz3X152x zisl 1,sx L52x 35, 1za x1sz.asj (Pxxx3 series .. . .. ._ .. - ..! ... -. .. �.x 597 108 5. .. x5.97x13 !397 � .. Sx6.97x 1_ mm�in � x Weight(mciuding cablee) PXXX-2 serves - I. 956/2 ._ grjlb IPx 5se!Ees - - 770( I7 930.205 9301205 gr/lb Input Conntcro! _ MC4umpanbl Output Mile ripe/connector Double lnsulate_d:ML4 r omp=.able vutuut Wue Length _ �._ 0.95(30 12/39 Operating Teotpcidi- eRarge. ._ .. . 40 8S/ 40 t145 P!otecnon Rating Ps.x2seles IP65/NCMh4 Pxxx S;eiies � IP63%M IV7961I' Relative HunriditY . ... .. - ). . . . . .0-100 -.. _. -% . omee s-�w:.e,�!she m:mulz mraweor�p:o+s:-,ro,.�r ro2.anceauowsl PV SYSTEM DESIGN USING A SOLAREDGE INVERTERt4 SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Mlumum stung Length - 8 if 10 l8 owes optim r rs .) P 111 - Maximu n String Length 25 25 ( SO dower Optun e15) M iximum Pow r Per Steno 5250 6000 - i1Z7S0 ( W, parallel Stnn s of Different Lengths a!OricnLehons Yes llwct nllorrml:.-rnix WOi-xitb P3np!Pa00:?500:�T�O nio�annq. � - - .01 IF`el 5 T i:1W" { Nrrr 5 1 Mono Multi Solutions r�lr H Universal m OEM t '.' DUL. 60 CELL MULTICRYSTALLINE MODULE 245-26OW POWER OUTPUT RANGE 15. I /O Oulrqo,t>>ersit ,e product MAXIMUM EFFICIENCY t 04 3% One of the indts2ry's most trusted modules POWER OUTPUT GUARANTEE Nighty rehabie due to itnngent quality+v Control 1 :. ;-ertified so withstand challenging environmental condl} ons., LINEAR PERFORMANCE WARRANTY --- — 10 Year Product Warranty • 25 Year Linear Power Warranty trim Solar Linu Yed -` Y i M. Aaat/tonal $ � ` 4 j I�igbr MTOr�nlr Trinlasolar _ . - er�❑a _;y Toge-oer wrr y v :> L _. THE Universal MODULE TSAR -PA05.08 D1,e F,aslums or ru rmonm= _- -- ., nr9 m 9 4 1 Peak Pov+er Wotls-P::=.:(Wp) 245 250 255 ^_60 _ Power Output roleranee-Pens 196) 0-*3 ,VtoxinwmPcwer velloge-V:..,+iVl 29-9 30.3 30.5 31 �rry -Ma;1imom2ower Curranf-I:....IA! 8.20 Ei 6.37 0.50 rl u,.vaurl._-- _�o Open Circuit ValluyeV-.: ;`n 37.3 38.0 38.1 38.2 ' rae Short Cireait (AlCurmnbisc 8J5 8.79 8.88 90D Module fffm,:ienry ry.,(%) 15-0 15.3 15.6 15.9 5 ♦ - - V. re Maximum Po:,ar-P.�.�IW p! 152 100 190 193 Maximum Power VoBage-rArsp ) 27.6 28.0 28.1 28.3 Mozimum Power Cull,,ht n-nIA) n59 6.65 6.74 6.84 ' o"a°'i Open CircuitV h.,.Vm(VI 35.1 35.2 _35.3 MA ur A Shc,t Circuit Current-Iv(A) 7.07 7_1C - J.17 t I 813 'W 'A CCX.y N'CA. DA rC Solaraells Moflicryxfeline 1564156mm 16inchesl Call onentatbn 60 cells(6•10) Module dimensiam 16CiD,912-35mm(64.9J^39.0'-1.3]inchesl Weight 16.6kg(41.0Ito) Glass 3_1 mm 10,13 inCnesl Hit&TranzmEeioq AR Coated Tempered Glass > g; m 8 m aclkshk0M1eel 'While Frame black Ariodized Alumnfum Alloy J-box IF 65 or IF a mted Cables Pholor,oibic Teohnology cable 4.0 mm`10.006 inche4l. J00ill mm I-v CURV ES C r PV MCDU lq 245N) Connector MC4 or MC4 Compatible - --.� f 1 1 'd?ER I R- UdgIGS YVAR. Nl'! NominaI O eraf n Cell IU ea Product P g 44°C1T 2°r-) y 6� Tampamlur INDCi! Workmanship Temperature CceMcient of P...e OAI%/°C 25yeartnear Power Warranty f„ Tempemirna Coefficient at W� .0.32%/°C =^� +'t":r - •^' " r^'+,= NN Temperature Ccetficlent o11, 0.05%1'C fl:=dliAtlh'.RArINGi Operatlanal Temperature -40--,85°C Maximum System 600VDCIUL) Voltage Max Satter;Fuse Rating I5A CERT'FCaTICIJ C w Q- PnCtt AGMG COnlftQilHLPi 1N IIBIEO r' Modu es per boa:30 Flc-ces M. La t 1 Motloles per 40'conialnec840 pieces , ta�Ur Trinasolar YY:�y