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39 IRVING ST - BUILDING INSPECTION (2)
The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY OF SALEM l J Massachusetts State Building Code, 780 CMR Revised J9ar 2011 f s : 0 ., Building Permit Application To Construct, Repair, Renovate Or Demolish a L0 One- or Two-Farnily Dwelling >� This Section For Official Use Onlv r n Building A p Permit Number: Datelied: U Q � l li Building Official(Print Name) Signature Date SECTION l: SITE INFORMATION LI Property Address: 1.2 Assessors Map& Parcel Numbers _ 39 Irving St. :n I.la Is this an accepted street?yes no Map Number Parcel Number 0 1.3 Zoning Information: 1.4 Property Dimensions: o i7 Zonine District Proposed Use Lot Area(sq It) Frontage(ft) 7 1.5 Building Setbacks(ft) .co y, Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided n N 1.6 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 ElOn site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner of Record: Michael Hand Salem, MA 01970 Name(Print) City,State.ZIP 39 Irving St. (617)894-4563 No.and Street "telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK(check all that apply) New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Altetation(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. El Number of Units Other Specify: Solar Brief Description of Proposed Work`: Install 3.38kw solar panels on roof.Will not exceed roof panel, but will add 6" to roof height. 13 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I. Building $ 770.00 1. Building Permit Fee: $ Indicate how fee is determined: ❑ Standard City/Town Application Fee 2. Electrical $ 10,230.00 s ❑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: $ 11,000.00 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30/17 Gregg LaCasse License Number Expiration Date Name of CSL Holder U List CSL'fype(see below) 20 Patterson Brook Rd. Unit 10 No.and Street Type Description LI 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 Rootin Covetin 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 10/12/15 Tom Blumetti/Trinity Solar HIC Registration Number Expiration Date TIC 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,ZIPTelephone SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 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 ..........a( No........... ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,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. 10/8/15 Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNERI 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 accurate to the best of my knowledge and understanding. Tom Blumetti /f &,/ I iL� 10/8/15 Print Owners or Authorized Agent's Name(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(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 www.mass._oe v/oca Information on the Construction Supervisor License can be found at www.mass.aov/des 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, Michael Hand do hereby grant Trinity Solar the right to sign on (Hnmmnnei<Nnmx) my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other mm�aar+iuy� related work on my property at 39 Irving Street . Please accept this 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. Sitd,'�z4Q\V t 39 Irving Street Homeowner's Signature Street Address Michael Hand Salem MA 01970 Print name City,State,Zip Code 617-8944563 Phone Number aco�za� CERTIFICATE OF LIABILITY INSURANCE 0//2 M,0 GId ��- 1C J29/2U la THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHCRI2E0 t REPRESENT-'THE OR PRCCUCER,AMC THE CERTIFICATE HOLDER. ' I IMPOR:..N! If the ceNhca(e holder Is an AOGl�IONA.L INSU REC. toe pollcy(iosj must be endorsed. If SUBRCGATION IS WAIVED. Subject k: the terms anc een Citicns Oi the policy certain olicies may re0U1rc an endomemer;U A statement on this Certificate does not cony 1 P I p er;Ignts to the I certificate holder in lieu of such endorsemengal. ' PRODUCER CONTACT NAME: Barbara Hayden DITTMAR AGENCY PHONE PAx Q .(732)A62-2343 INC Nal• n3z;>ac-aa�a 7GS Court Stree_ 2-N AD .bahayden(�dittmarinsurance.com I Free hCld . - �— INSURER(ai�AfFOnWNC CA'+EFAOE - � f -N0.1C 4."L.' ��7Z� INSl1RERA HDI-Gerlin America Insurance NSURED INSURERR NOrtI: River Insurance Corp7iii Trinity Heatire 6 Air Inc„ DBA: Trini Cy Sclar INSUReRC tLle d's, London SPTP Future Holdings LLC maORER O: 2211 Allenwood Road INSURERE: Wall NJ 07719 INSURER F: COVERAGES CERTIFICATE NUMBER:2016-15 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE PCLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME4E� ABOVEOR THE POLICY PERIOD INDICATED. N07MTHSTANCING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREINCT TO ALL THE TERMS, EXCLUSIONS AMC CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POU EPFt11-1127 WUCYNUMBER LIMIT i GENERALLABILITY EACH OC S_7,000.000cONMERCIPLGENERAL LIABILITY MIe' S 50C,000A CLAIMS-MADE X❑OCCUR GGCC000065614 1/1/2014 MED EXP on)PERSONARY S 1,000,000 GENERALAGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOPAGG S 2,000,000 X POUCV PRC,IECT LOC S AUTOMoeiUEUABILITY M IN O51 UMI Ian 1,000 000 A X ANYAUTO BODILY INJURY(Per parson) S ALL OWNED SCHEDULED 000065614 1/1/2014 /1/2015 BODILY INJURY P a art) S AUTOS AUTOS (Per HIRED AUTOS ANOUROSwNEO D E S L..M. S UMBRFUA UAB OCCUR ENDERII012014 L11/2014 /1/201a 1/l/2015 EACH OCCURRENCE 3 15,000,000 $ X DEDESS UAB CLAIMS.MAOE AGGREGATE S 1S,OOO,p00 OED RETE.+RIONS ISIDER13012014 1/1/2016 Umifxof$10.000,OW S $15,000,000 A NIORKERS COMPEN80.TU)N UL STATU- OTH- ANDEMPLOYERS'LIABILITY Y,N. 00 ANY PROPRIETORN OFFP.ER21FS•.e92 sxcILG�p��UrnE� N,A EL EAGIACCIDENT S 11000,000 (Mainibm,in NH) 000065614 1/LL203a 1/i/2015 E-DISEASE EAEMPLOYE S 1,000,000 Ifysx d.oRme under POLICY LIMIT 6 11000,000 OESCRIPf1ON OFDPERAnONS SebIY E.L.DISEASE- C Errors S OSmasion5 G19RK0201402 /30(2014 /30/201S Per Orcunence $2,000,000 Pollution Liability A99n ate $2,000,000 DESCRIPTON OF OPERATIONSI LOCATfDNa IVEHICUS (AtlacN ACORp 10t,A441tionel RamarMS Sctre4uN,if more aW®ureRuiredl 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 AUTHORIZED REPRESENTATIVE Wall Twp, NJ 07719 i i Barbara Hayden/BAH ACORD 25(2010f05) Qa 1988-2010 ACORD CORPORATION. All rights reserved, INS025 zom0E01 The ACORD name and logo are registered marks of ACORD The ""'filklassachusens Con,g Satire W;' ress 'Kiree 7 Botytron, 414 02114-'0!— � I M BL F!I-Fl)Y,[TH ITIF PI:RNflT'k l';,3 A]-TIIOR IT, Trinity Solar Addr Ss: 2211 Allenwood Rd. City/Stale/Zip: Wall, NJ 07719 phone 4. 732-780-3779 A Ale an employt,Y?Check the appropriate box: Type of project(required): Are you -"- I U lair,a employ,,, vh 300 cnnpJn,,c,i Fill and/.,pcoi-irr,,, 7, L]New vultstrudticri 2.r7 I am a sole pnopnetor or parmcmhip and have no employer.;w0kirm forme in 8. E] Remodeling 0 my capacity [No workers comp.�rsmarce requarecti 9. El Demolition or 3 1 am u homeowner domog all work myself[Nowoikery rump tusi�mrrme nequrued.], ",x homeowner 10 C] Building addition 4 131 ar.,a homeowner and will be hiring contractors to conduct all work uri niv mi),perry ers"nedia F5,,,c that all contractors eitherhaa workers=emar"saturri insurance or are sole I LM Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.rl I mr,.general contractor and I havc hired the sub-contractors listed ort the attached sheet t3.[]Roof repairs These sub-contractors have employees and have workers'comp insurance.' 6 F-1 We are a co me nation and its office have exercised their tight of exemption per MCA,c 14.C]Other i i, §1(4).and we have no employes.[No workers-omp insurance requi red,I *Any y ap cl icant that checks box NI must also all oat the section below showing[heir workers-compensation policy information I i❑in meow ners,who submit Jr is affidavit indicating they are doing all work Wld their bite oats ide contractors must submit a new atftlavit indicating such. ;Contractors that check this box must attached an additional sheet showing tire name of the s ab-contracto is and state whether or not those entities have em oloyces. If'he so b-conoractors;have employees,they MLSt provide their workers'comp, policy number I am an employer that is providing-workers'compensation insurance for my employeetit. Below is the policy and job site Insurance Company Name, & Policy 9 or Self-ins.Lio.h�: EW&CC11, JLI Expiration Date: //-/-IZV5 Job Site Address: '3q Tri aA J4. City/state/zip6t,laro, MA-o N V Attach a copy of the workers'campeptitation policy d,,larabign page(showing the policy number a expiration date). Failure to secure Coverage as required under NIGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA ror insurance coverage verification- I do hereby c!e!t�W&under the pains a,74fertalties of'perjurot that the information provided above is true and correct. 5ig—riature: --L-- LtIL61L42— I`po-ue-ck, Date- Phone#: Official axe only. Do not write in this area,to be completed by city or town official. City or Town: Permit license# Issuing Authority(circle one): 1.Board of Health L Buillding Departmeott 3. Cityf Town Clerk 4. Electrical Inspector 5- Plumbing Inspector 6.Other Contact Person: Phone it: il .�'fflf;� :i[ 31 15UT::r__ _1+i;1.1:�5 ac,6 Bl1Si.',CS:. i�ti� riv;1 Registration 170355 T,ipe, Corporaticn Expiration 10112y_0i5 T.,# 2449e5 L'pdais.',ddress and return card."Hark reason fox cnang` Address Renewal Employment _ Last Cara • Office of Cmnsumer Affairs&Business Regulation License or registration valid for individul use only 0,11 ME IMIPROVEMENT CONTRACTOR before the expiration date. df found return to: i itra0on: 770355 Type: Office of Consumer Affairs and Business Regulation iration. 1014212GI5 Corporation 10 Park Plaza-Suite 5170 y Boston,MA 02116 TRINITY HEATING&AIR,INC. TOM BLUMETTI 20 PATTERSON BROOK ROAD Urt_. „�_ WTStf WAREHAM, MA 02576 llndersecretary Not valid without signature ° .?,., ,.' '� .�f� :>'r5� f•..`j"'TV "Ci_ cS S"�.S_SyCl< %3 un iFl; Registration 170355 TVDe supplement Card J _CG LA JLr 20 P "-7ER_1;C?\i SQC',CK sR0,11.i_i Ui 17 i — Update Address and return card. Nlark reason for change. Address f7, RCnewal ❑ Employment Ltts2 Card V;';"rz'lmpp"'C�V�EMENT f Car Affairs�llusiness Re ula.ien License or registration valid for individul use only `� GOPITRACTGR before the expiration date. if found return to! Office of Consumer Affairs and Business Regulation Type: Ill Park Plain-Suite 5t76 xpiration: 90i}22t115 Supplement Card Boston,MA 62116 TRINITY HEATING E AIR,INC. GREGG LACASSE ..� 20 PATTERSON BROOK ROAD U = — OUCSf WAREHAM, IVIA 02576 Undersecretary o valid w on ature : • _ _� 3d"3rT�"3"i•iR�.y �--i.�.q;.sea a.a.:-93.:u...,..� _tense CS-103631 .: GREGG LACASSE 14 PINE ISLAND RD,.: e MATTAPOISETT MA- i 13012 0n ..omm�sswner 08/30@017 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 17,2015 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 35"o.c.with I V span (horizontal rafter projection)between supports. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister rafters with a 2x6 using(2)10d nails 1' o.c. Use of(2)Guard DogT1° FMGDO02 screws is approved, or equal shear strength of approx. 120 lb, V o.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 @ 35"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to V-8". 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 Michael Hand,39 Irving St.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]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 A" 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 s� cH 0 A4ASI3, t UC G^ S E- FGORDOiCHARD e. Richard B.G .E. �� GORDON m Massachusetts P.E. Lic se No.49993 " NO 49913 N \.p NO.499c9 CIVIL, MECHANICAL,& ELECTRICAL ENGINEERING INSTALLATION OF NEW ROOF MOUNTED IRVING ST& 3.38kW PV SYSTEM A N` 39 IRVING ST I SALEM, MA 01970 Ixxwtl!Rev sans VICINITY MAP SITE NV LATE . [S4xIYn0IaW SCALE:NTS xrOjed iiue:r s HAND,MICHAEL T0.1NIE!,1LCi 1115,11111 Praccl EVI&N, 391RVI NG ST SnLLM,Mn 019IV SHEETINDEX INTICIEBUTICIFINEY1,7UTI 14 w as PV-1 COVER SHEET W/SITE INFO&NOTES o`av, T.IS E FS c cOso '.w m . ^E PV-2 ROOF PLAN W/MODULE LOCATIONS PflOPWED338kW ENN -u L O C'.s sO' n 1 n Tr �-t PV-3 ELECTRICAL 3 LINE DIAGRAM soLnxsysrem w Ovo ess - a o1,Htl1WIDENED...,.( oc ' iO r . NUILLEAL aINTO 1.BE I 4 uc ALCOUS wcEuno.xL cCODEr CEe six r0nuri TES NI L N:NC`Mt FIECTNLCOOE ARINEELE I4. IfAAi E11 vemm III, m .o CT/T esnunnox OF THIS F L P kJ WO .YE EM THEANT"Ll Nr I 11LC 11 01. ALL�ELF I I it 6 O C 0 EAD I LLETEIN T—NIIAL'Il-FAIL INFE STEALTH, L ".IN"" ILI, FINUL —Ill YHO UP ELLEN, 9 0 _ 0-CLxLVI ON OF IL NII o Y V oNOx IOIMSSEME a 44 PLAINSK �.E i E m:1.» VUN NSUC o C 01 5 SALTINE: EVxNEVA THIN w /r EeS BO ['. ".I—ILLUDIFFLE El I SriL a IN YNA�AL O J C 4 1 50 dCATBE b o. - .0 r (x O W ocE LEE UPTF L V .00 Rn.Na. SM1�vI AFIN O M 0 /I VV E A IS OF IT EO OF ALONE'AND TlllIlL"I P1 PV - 1 0 ALL DISTILL m 44 oINTEFFNETER VVo.IN HINCIAl PI Ea ES N .-- a BANDANNA HIS NEaEn�0",-El LIFELINE" SPOTLIT L.r xN 3� �B 7 I DININNAUI �� MI7P� E... P LEAUTN EDi..A Ti. x. CrEx CTxcxrxAx�-.PLEASE BE ADVISED 1 NAT ENAL C/ MxxANNI. Tx ,rwx.. Ar E..o-sI Ttl I ry ,EO.IE O.a i O En,.x ENT. ,ux,.ALIP, 111.1111 A.VE EMFGI 1IF" E V u UiOil. OF_'E1E All�WPN BUIE orrnio 1P1� IEtu nlnUrm I.S DBEVAIRCNmli c [OIpR NOUIRE fiUIPN M�ILULE IerFOITTI E LaK41u l OJ UFI.M 0NELl G IGL ?. L,,U r .Cn?IL rINCUUr C PSPHArT SXIn'GL[5 Y FOR _ Eta+LL [UNMOLJFL/$HI —� P CSEAIANT+c. N ; UO t NT 1L -o ` %] 50. ANO 50 Ally MOB ILEA IERAFL DIGRI S.`., —� EkI5iI1 G E1 DO LXCELU VLAY.M1LIGHI'.RE11 1.CIA Ill PAL mN C�FIL:i IPRFIT ISAC TED NFMENI'A f,LIP DETAIL cfi .O r\PJ MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF FIGHT FROMGROUND I ECEL TO PEAK OF ROOF 0 COUL E ECB GOau iAL Sc�+�F LJ 3G.0 lwl asU+e Av11wI.I.IOONDFIICEICR ua IfiBUCtl/RN'-Anti FRONT ro. snlllnory ■ 1r01Bc1 TNe'.r •.rots afs.x HAND.MICHAft DCyI . wwrtr nca P RO'Ccl Adds, 1 Y Y'Icu1 111ING AT IIU p U L )ryf IALE39N,MA01910 y 111y�11 ity Yle to r"1 r vaov5y.3 $GIIAR SYi'I'E" � JI J 1Nd, lerzca S.BmmIPfidd.dID, aaaAv: BACK FELL mluveBrnl.xn. Udj IF 1.111E EO.R.,v ^wrE"I L)VI c-EIV N1 sntil E.'1111.1 I-EIC LEILAIU1 LEE nmi It o RCv.No. Shwl I) ROOFTOP SOIFERINSTALATIONONLYPVARMYWILLNOTEMENDBEYONDTHEMISTINGBUILDINGENVELOPE ARRAY SCH EDULE I SYIIJOL LEGEND PLUMBING SCHEDULE EOUIPMENI SCHEDULE ® AL t uuu r 1ETF r^HE"iloueFLIDEFLAE <. m iu i[ Es OG 00 lD i _ Q S LtI NACCE 2RA f P,IL01 ULSa91 0 11 ' J. 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ARE D1B {� ,aTIFD TO OPERATE"'UNGROUNDED r__ r a ` f � 8 J�p� _ • ` I s L I r 4 PNOTOVWTNC SOURCE AND WNUT CIRCUIT AS PER • L 0�69 VJ` f i .o.���d rmnursa :w NEC A9C.35 Eq5➢NG MAIN BREAKER LOAD /h SWAR[0 SW ARE D ______J rmnr nC•u 5.)ALL EONPMENi INSTµIFO W1[lOpiS SXAIL XAVC J� CENTER IN9 TTL UNE TARS (FyY - _______J moullLSFNL ry na:sc A RENkE RA➢MG. NSIALI£0 ON MAIN FEEDERS _ x NEC 490.6s CALCU ONE FOR CURRENT CARRYING CURNMEMERY ;5•.,: REWI REDT CONDUCTOR>NPAGTY PER STRING tI C [NE .9.IRLD(a)) (15.00'1.25)I • IB l5A �11iENNUI, ANG IN O RARD AMPACNv A..F 18,75A. P 55Y, ER Is VA DFRATxG EA ]fi PACE OFF R G.A O UI 1 N ]0.M fl 5 R,EWIS EORE"RE 9ZF 5 VALID TDi LRED RED COI PLPACIh P1 I4 WA-1.25-17S A A V,I.,♦/I.x AND IT0.DERATED AMPACITY rn'/x.atn Mv:n;le Nlv AMBIENT TEMP. ]CC RAP DEMIDIG IG I. - aW - RACEWAY OERAIING S 3 CCQ N/A / y AOA'1:.51A TNFAEfdR AT ORE SIZE 11 VAUD / ��r PROTECTION ~►S��M YET'iM TTAIEFOR �I"T 1a WA T RR LL xs zm E 1+ mLw/1, ,1M,.z cxMu.N u.ODA•1.zs-1].SCA ->2DA OVF.BEAT PROTECTOR IS VALID :�Nl rlxwl:.+ryY.i,v 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 17,2015 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 35"o.c.with 11' span (horizontal rafter projection)between supports. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister rafters with a 2x6 using (2)10d nails V o.c. Use of(2)Guard DogTm FMGDO02 screws is approved, or equal shear strength of approx. 120 lb, 1' o.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 @ 35"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 6'-8". 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 Michael Hand, 39 Irving St.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 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, Fg. ii���'\ Optimize Engineering Co., LLC/ F : s,Sgr r:�:::+.aao e. m Richard B. God .E. � � � GORDON -� Massachusetts P.E. License No.49993 I ° n;ncA_ �1, ii J.t,9S93 CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING /'c� f 1r (; The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive t _ r down costs and improve installation -- quality on more than 3SO MW of solar installations. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System 4 is an efficient, visually appealing, photovoltaic(PV) ....�'�r •: >}• � •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 A)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 Pendrriq LISTED PV Mounting System 2703 Starless doll aih Sla 1s feel ,�1 ptLack Bonding SnapNrack Standard RaJ Snit-Lock Wavlur Bolt 'th Spha w.y Splc ln>ert k W her SnapNrack Crul Snap Nra[k wiy�� Ahr'nable Erd �UWack I cpllce (:Imnp 1G!` r P.dsc Sna NracY X /ram. MdCIdTp .WM.I P SneVNr'ack bnntl r.cl ryf SnepVie[k stalnlel5 _,l1�F T J ^AtlIJ51a41P End "{. INJi ♦eve Clam,Poltnm Bonding Sbinless Hardware with Pelt with ChannM Nul SUI1l-LON Welshers Spld lock SnapWaek Sending SnapNrack SendingWaeher Adjustable End Clamp SnapNrack Bonding M14 Clamp Standard Rall Splice ^apwdrt Graund lug 10-fAWG- a.../. Copper W"h SnapNrack Ground Lug I AF Assembly (ONE REQUIRED PER ROW OF f MODULES) - SnapNrack Bonding UnNersal End Clamp(UEC)Wave '� UEC Pull Strap .-UEC Wedge � Stainless Steel Belt with Flat Washer SnapNrack Bonding Universal End Clamp Bonding Standoff CIaTP assembly lottli n n -SnapNrack SnapNrack Bonding Sne . Sunated5laaNu Channel Nut RubberRubb Steel fWnge Nut Bonding Stainless Rain Cellar Channel Senated Stainless- Nut (°��d Flange Nut Steel Flange 6o11 SuapNrark Stainless Stria'-d[ Flange MITI Flnlsh 93 Degree edt Standoff SnapNrack SnapNrada ➢ Ail Pumose MITI Finish L Pont Standoff _ Sale(1-NOb ,ter ack 'SnapNrack Base Shown) �.' 4.wr.� '�mp'L Foot' oot Metal Roof MIII Finish Flashing Base Ass�mely L Foot Base SnapNrack Moral SnapNrack Gentling SnapNrack Bonding Root Baser with StondeR Assembly L Foot Base with Flashing Bonding L Foot 100'UL Technical B . Materials • 6000 Series aluminum a Stainless steel a Galvanized Steel Flashing Material Finish •Clear and black anodized aluminum •Mill Finish on select components Installation a 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 • 10 Year material and worksmanship(download full details at snapnrack.com) Snap . rack (877) 732-2860 www.SnapNrack.com Nam. _ REVISION: -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: Sllp FLASHING OVE0. ANY ORIENTATION -RAILS CAN MOUNT TO EITLER SIDE • r X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) - L FOOT BASE AND UNDER ROW SNAPNRACK OF SHINGLES ABOVE S.S.BOLT AND CHANNEL NUT SPLIT WASHER F" J A"5.5.LAG SCREW SNAPNRACK /' �,�/ WITH FLAT WASHER �s�// / S'MINIMUM EMBEDMENT STANDARD RAIL I < S STANDARD ` SNAPNRACKCOMPOSITION R -- ROOF FIASHING ��'/ STEP 1: BOLT L FOOT _ BASE ROOF WITH LAG BOLT T SNAPNRACK L FOOT BASE- / l Y ROOF DECKING TYP. ROOF DECKING TYP. �!E ON L FOOT TIOMOUNTINGOPOINT FOR - USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT J RAILS CAN BE LEVELED UP TO 3"USING T% UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 1D0 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. �� ^nn W11NmlREMt ENERGY CORP, DESIGNER: GMePles SCALE DNS '.PMTNUMBER: ,OESCRIPTON', REV WlWrP I DRAFTER 0 Ryan SIDO PEN 001 PEN DETAIL 07,FLASHED L FOOT TO C PV� BIo4lwprn ,^ I APPROVED BY: DATE: 120113 RAFTER r -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION: USE CARE DURING LEVELING SPACER SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS - 1Xll"-18 X 1"LONG -2X Yj"-18 X 1"LONG ROUGHLY CENTERED BETWEEN pp --'SETSCREW SETSCREW THE TWO PIECES BEING JOINED II _ _ n I STANDARD SERIES 100 r' IQ ' - - ATTACHMENTS FEATURE 3"OF I g I VERTICAL ADJUSTABILITY ON Y,"- -:f.7 !I I b �� ALL MOUNTING POINTS WITH THE USE 10.5 SPACERS F 1"LEVELING 9.5 - � �5 6.5 THE FIRST INCH OF ADJUSTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L SCALE 5:8 COMPONE STANDOFF CLAMP T..: _.___8 --_—__t _ ______t_ RAIL HEIGHT=7.5" RAIL HEIGHT=8.5" ®®® RAIL HEIGHT=9.5" € RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE A ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"STANDOFF 7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER SPACERS OF SINGLE LEVELING SPA ON TOP OF STANDOFF ''- ONUTOPNOF STANDOFF NOT TO EXCEED 30%OF lER ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. R- 1 FOR A SECOND ADDITIONAL ,qY INCH OF HEIGHT ADJUSTMENT,ADD ANOTHER LEVELING SPACER. USE OF TWO LEVELING SPACERS NOT e t " 5.4 - TO EXCEED 10%OF .t — ATTACHMENT POINTS ON _III F.' 3.4 � 4 4 _ L-FEET OR 10"STANDOFFS. ` RAIL HEIGHT=3.4" RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4" ABOVE ROOF SURFACE 9 ABOVE ROOF SURFACE ABOVE ROOFSURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT P PLUS ONE SPACER 'n PLUS TWO SPACERS UNDER LFOOT UNDER LFOOT .MAINSTREftGY CORP DESIGN MCPM ER: GMas GVL_ — SE: DNS AM Ef✓E PART NUMBER: DESCRIPTION: REV V� IUUL(` oaacTEa D Ms_ 120113 ^ S100 D06 SERIES 100 RAIL LEVELING F ,8y0 APPROVED �� 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 �..,•,e_ ATTACHMENT HARDWARE 1� 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- �r MAINSTREAM ENERGY CORP DESIGNER: GN_WhWe;s �SCAIH DNS PARTNUMBER: DESCRIPTIDM REV SME'NP©ck w DRAMR: D Ry- � - SIOO DOI SERIES 100 OVERVIEW,ON FLASHED C PV MGM wo Apih pp .. -. . ..-'_, APPROVED BY: . 120113 L to 3n rxYy.p#.y, v a •M..*�Y 4 y�y � J� 'L S �,v� i yi'•+ i •d 1�.�y{{�� {,}�4y �J^�1 MtY.�'rs�y��y+14py� �,5. S �1 S„rdv-. Pr k 'dirt.z�j+ !k$+ n de 4 t i{�. u+ �fF'sh [w b '.. �a � �y &' ""• �ae» A• �, Ci ¢¢tom�. y A x.N� Nd Single Phase Inverters for North America solar�=rj (-, -7 SE911COA IE51,101 lS I cr'Crl.W 7(In,I sti c1coz-U's S''!zC04 U. 0131pul M,mInal At,Powel OL(put Ac Cut Put"o;u'r W., Na' its i()E nqv" AC Owt,uI iiii, 240 2E8 li,' C al, cullf"I �'t(V P1.2cetim(c.m,Cioffipu.hif, Yn T loi,,ird d, INPUT- ISTC� 41W Actic 65(s) I 75W ..... .. .. .... .. .. ..... yes Mau RP Vic, 325 @ 2OW 3SO I@ 2,10V r�o OC Input Voltage Vd.r I@ 208V I 33 20SV I Max.Input Current-'- 11 12 17 v 7 18 23.5 30's 240V 35 Ads: . fpv Input Short Circuit Current i 3D 45 Ad: Ground Fault Imitation Detection 97.7 98-2 98.3 98.3 98 98 98 97 5 @ a 08V CEC Weighted Effift,ricy 91.5 99 97-5 973 w ADDITIONALFEATURES Supponed Courmunlurion iMeW.Tes F— -_.RSL32,Ethernet,Z1gD11(o STANDARD COMPLIANCE SafctY iUL1741,U1.16998(Pan nvmbe sending LIL1998 GSA 22.2 6IJ Cionn,.q..,Slandard.& .....WE14547 -&STAU SPEWATION NCATIONS -nduft size/AWG range 3/4-rnmimu—m.—e 3/J:,n1uu, ni 13-3 AWG DC input conduit sae 1 4 of strings 3/4".hunorr/14stf1ngLs124-69W6 3/4-mj,u,,ufo/1-2 strm,: 14 5 AWG c,imensions,With AUDC Safety 30.5 1 2.5 C71 12'SKJ`51 30 5,17 5 S/77� 115 ?59 111/ smtch(Hxvv 775e315[172 775.315.1,91. min %,Velshtogh ACIDC Siffeity,Avitrh 512/2 2_ 54.7 Cooling Natural Correction flans Notre. Z5 d9A mir.-Max-Dionumhn-rcmae,atfue 13 to I A40 2S to f6l)l:.AN ,ersi0f,.... 40 to+601 Range Pfatectiv(I Rating 4EMA In PAGE 51 GREAVES POWER DISTRIBUTION CU9AL BUG-BITES"' SP 90 C Insulation Piercing Connectors LISTED need for conductor insulation stripping No taping required after installation eba04# 1 '. For copper to Copper, copper to aluminum,or aluminum to aluminum applications For For use on insulated conductor only IPC SERIES NAED CATALOG WIRE RANGE TORQUE CTN —EST.SNIPPING NUMBER NUMBER _ MAIN TAP VOLTS BOLTS FT{e5 OTY WEIGHT(IGs) UNIT GR� 13110 IPC 1002 10 8 2-6 300 16 12 2.63 CTN 13107 -]PC4006 4/0-4 6-14 6U0 t 13 12 190 CTN 12108 -IPC4020 4M-2 2f0-6 can 1 25 12 4A6 CTN yy 13109 25'IPC 254G 0�, 4rU-6 600 i 30 6 4q7 CTN 13113 )PC 5540 350-410 410-10 3ao 1 25 6 4,17 CTN 13114 IPC 3525 35U-410 _ 350-41C _ sea ___2 25 6 7.63 CTN 0 13116 1I1PC 5012 500-250 10-12 300 1 25 4 2.85 CTN 13104 'IPC 5025 500.25D 250.4 Boo 1 55 4 4.05 CTN 13106 'IPC 5050 500-300 Soo-250 600 1 75 1 264 EA CAUTION 13105 -IPC 7550 750-500 am 350 sea 1 75 1 2.62 EA Use Bug-Bites on 6600 Volts.50l8nce 300 VOHS((or 480V grounded Y systems) insulated Cable only! T Not GSA certified Do not install on bars Cable. Dual-Rated GUTTER TAP CONNECTORS IP CU9AL High strength aluminum alloy 6061-T6,tin-plated LISTED 600V 90143 Lay-in designed main conductor remains continuous Tap parallel or perpendicular to main 4D GP SERIES _ ____ CD NAED CATALOG CONDUCTOR RANGE_ APPROX.DIMENSIONS ON)_ CTN ESL SHIPPING NUMBER NUMBER MAIN TAP H IN / s iiip l _ L OW WEIGHT(Gs) UNIT 13117 GP2' --_ 2-12 4-12 SOL Tle 5—B 1-1. — 24 1.43 CTN �l / 13118 GPID NO-2 110-12 SOL I 314 11!. 12 1.19 CTN 13119 GP 250 250-Im 250.6 1'L. 19.E 2.1. 12 2.54 CTN 13121 GIP 350 350-NO 3SO 6 1'/1. 11, 2'i., 5 2_75 CTN For copper-to-copper, 13122 GP Soo 500 350 Soo.2 1'11 1.1. 311. 6 3.10 CTN copper-to-aluminum, 131 GP T50 ]50-WD 500.2_ _ _2 N, 3'1. - 25 CTN. CTN aluminum-to-aluminum 'GP2 hoee,ebded straws. Oxide4ntlpROr IS recommended for added LOreSion proantIOn. 600V 90°C Snap-on insulating covers for use with GP connectors For indoor use only GPC SERIES NAED CATALOG FOR USE WITH APPROX.DIMENSIONS(IN) CTN EST.SHIPPING NUMBER NUMBER CONNECTOR ICOLOR H W L CITY WEIGHTO5;) UNIT jr, VELLO 13137 OPC2 GP2 \ jr1 I- p.w _ _ 12 04E GTN �f�4p• 1V\%pv; \ N 13138 GPC IS OPUS I GRAY 1 136 CTN 1314 GPC 5D GP250 i RED 1 f 990 fTN 13141 GP 3 C 5D GP$11 I Y[LLO\\ I 13142 GPC 500 GP530 GLUE Z,, 016 CTN 13134 GPC 750 GP750 iGNANGk v a - 3 I U.eS CTN vrvw greaves-usacom 11 Heritage Park n,,Ciinlo CT 06413•Phone 850-664-4505•Fax 860-664 4546 TOLL FREE 1-600-243-1130(Outside CT) Mono Multi Solutions j THE UNIVERSAL SOLUTION 15.3% MAX EFFICIENCY Module can bear snow loads up to 5400Fa and 25OW 0 wind loads up to 240OPo MA"OWER 0.11LITPUT Guaranteed power output 10 YEAR 0-+3% PRODUCT WARRANTY - High performance under low light conditions Cloudy days, mornings and evenings 25 YEAR LINEAR POWER WAIRRANTY li,dependenfly certilipo b,,, international certification bodies Manufaclured acord;ngto Itr9alional Quolily and Enyitunrueffl Management Sy;lem Standards 1509001, IS014001 LINEAR PERFORMANCE WARRANTY its TSM- PC05.08 / TSM-PA05 03 L S(-"L 0 r I(-_,I DIME NW ON S Of PV MODUIETSM-PCIPA US.98 Mlmm 73U 223 24Q 20 2.10 P-,I'S) 0/-3 Of,3 01-11 7,61 1,81 J.98 F,-W Y; 29U vj 37l 27U Shc,Cecujl C,,rent-,JA: A Qb all &37 e.O EtFO 14 t 16. 153 ISM.230 T%M-135 TW.140 TIM 2� ISM-23C FLECTRICAt DAIA Rl C11"50h PC/TAOSW ?CIAO$OR PCIPAOSM PC/PADS-Da (WI to 172 17! 178 W MPxlmumP.VOIIFVFfv) 27.1 21F1 V.? 21.8 27,1 wr I.,j,P -Cvrtml JA: 6.!;0 6.0 &T2 6.11 6.62 0'.clrcwt V.11.0A(h 33-9 34D 44.1 362 U.8 IN Shw,l Chm.H Cl—f(A) 6.66 6." 6.)5 4." 1.20 A,,4,v4v MECHANICAL DATA lu-156rilm I&j.heO 0—IF 16.101 Mwuk,drr,il 1650-992.40m,(61.95-19,CS-1.51]Fl Phi W.lohl 19.StD 143.0 IN Gloss High homy mnl,e Ibr 9lo3s a 2mm 10.13 tmholl f'orl c UrFhll,m.116y, 1,65mled i.IJV F,OF 1%AN OgrA E I thl 7 3P FC!P 05 PhUfimolloic TN,hwlDG9 Wbilil 4;0Fggg`fg(*6 IfICIHIVI, TEMPERATURE RATINGS MAXIMUM RATINGS NamlmlOncvfily CCv WC(GZ-CI OpesaBomlTenrpemlme -40-ae6'C imyoq,Ecy P— -0.4314i-C V.Ib,. SOUP,OC:uu R-h,o Isk 0,04 f C ly W W V.R,,.IVI If, I EiUW. Q!. 'IC<AC-ING CDriWGUR"0,4 ?41t, 0 :VI 111 1- E lu l—3.11t-......