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10 RAWLINS ST - BUILDING INSPECTION (2) C-r-, 3<R 5& $1 i The Commomvealth of Massachusetts B'"Y �� Board of Building Regulations and Standards CITY OF SALEM _n f, .� Massachusetts State Building Code; 730 CMR (Y ' t� Revised,Llnr2011 O Building Permit Application To Construct,Repair, Renovate Or Demolish a One-or 7ivo-Frnnily Dwelling NThis Section For Official Use Only Building Permit Number: Date lied: Building Official(Print Name) Stgnahae Date SECTION 1: SITE INFORMATION L I Property Address: 1.2 Assessors Map & Parcel Numbers 10 Rawlins Street I.la Is this an accepted street?yes no Map Number Parcel Number 1.3 Lwming information: - 1.4 Property Dimensions: Zomns District Proposed Use Lot Area(sq ft) Fronta:;e(It) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided l.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Lome Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal ❑ On site disposal system ❑ Check if ves❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Ownert of Record: James Joseoh Moskovis Salem, MA 01970 Name(Print) City_State-ZIP - 10 Rawlins Street (978)745-6471 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK' (check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ AIteration('s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other 1(Spccify: Solar Brief Description of Proposed Work'`: Install 5.2 kw solar panels on roof.Will not exceed roof panel, but will add 6" to roof height. 20 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: ❑ Standard City/Town Application Fee 2.Electrical $ 16,000 3 ❑Total Project Cost (Item 6)x multiplier - x 3.Plumbing $ �. Other Fees: $ 4.Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount Cash Amount: 6. Total Project COst: $ 17,000 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 oFCSL Holder List CSL Type(sec below) U ' 20 Patterson Brook Rd. Unit 10 • No.and Street Type Description U Unrestricted(Buildings up to 33,000 cu.ft.) W.Wareham, MA 02576 R Restricted 1R2 Family Dwellin Cih­`F m 'tat..ZIP M Masonq• RC Roofing Coverin WS Window and Siding SF Solid Fuel Burning Appliances (508)291-0007 - 1 Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement ntractq'rz��IIC) 170355 10/12/17 Tom Blumetti/Trinity Solar y/ /, �� HIC Registration Number Expimtion Date HIC Company Name or HIC Registrant Na to �l 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 Citv/Town,State,ZIP '1'ele.>hone 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 ..........le 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,herelg'authorize Tom Blumetti to act on no, behalf,in all matters relative to work authorized by this building permit application. - Please see attached letter. 10/30/15 Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and a urate to the best of my knowledge and understanding. Tom Blumetti ���- / 10/30/15 Print Owner's or Authoriz d Agent s Name(>lecuonic Signature) Date NOTES: I An Owner who obtains a building pemnit 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 tit wwlaun:vss. oF, /oca Information on the Construction Supervisor License can be found at www.mass.gnv/dps _ 2. When substantial work is planned,provide the information below: Total floor area('sq. It.) (including garage, finished base.ment/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 Cype of heating system Number of decks/porches Type of cooling systein Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" szz The Commonwealth of Massachusetts >I Board of Budding Regulations and Standards CITY OF m Massachusetts State Building Code, 780 CMR SALBM Revised-Llor loll Buildthg Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Fcanily Dwelling This Section For Official Use Only Building Permit Number: Date Applied: Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property-Address: E2 Assessors Map&Parcel Numbers 10 Rawlins Street 1.la is this an accepted street?yes no MapNuniber Parcel Number 1.3 Zoning Information: t.4 Property,Dimensions: Zonins District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone? Public❑ Private El Zone: if yes❑ Municipal ❑ On site disposal sys[em ❑ SECTION 2: PROPERTY OWNERSHIV 2.1 Owner of Record: James Joseph Moskmis Salem, MA 01970 Name(Print) City,State,ZIP 10 Rawlins Street (978)745-6471 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other S(specify: Solar Brief Description of Proposed Work`: Install 5.2 kw solar panels on roof.Will not exceed roof panel,but will add 6" to roof height. 20 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS - Item Estimated Costs: Official Use Only (Laboi�rerikls)I.Building — 1 A00 1. B�ilding Permit Fee: $ Indicate how fee is determined: k ❑ Standard City/Town Application Fee 2. Electrical r$-16-0-00--1 3 ❑Total roject Cost (Item 6)x multiplier s 3. Plumbing $ I. Other gees: $ 4. Mechanics (HVAC) S - List: �1. Mechanic 1 (Fire $Su h hressior ) Vaid�in l Fees: $ o. Check Amount: Cash Amount: 6. Total P oject Cost: �. S 17,000 Full 0 Outstanding Balance Due: RC R CERTIFICATE OF LIABILITY INSURANCE DATE(Mwoo, 10/29/2014 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), AUTHCRIZED I REFRESENTATI`JE OR PROCUCER,ANC THE CERTIFICATE HOLDER. ` IMPORTANT h;he certiticate hnlder is an ADDITIONAL INSURED, fie poticy(les; must be endorsed. H 5UBRCGATION IS WAIVED. suhject to ( the terms anc ccnditicns of the policy certain policies may rec uire an endersemem- A statement cn thie certificate does not confer rights to the i certificate router in lieu of such endorsement(sl. �RoouceR NTAcT Barbara Hayda. _ 1 DITTMAR AGENCY PHONE . (732)462-2343 F�,Ner: 1132l Esc-eaa I78 COLrt Sleet WAIL .bahaydenBdi tt 2ari.nauraar_e.com P.O. i cCx Ii"r"I _ _ —.__ � IN6Uf1ER GPAf•FOnDINO CO•lERAQE----_ - Y NAIC3 Freehc+_ NJ 07728 w,,jRRA,RDI-Gerling America Insurance IN5URED wsuRERe North River Insurance COM12any Trinity Heatirc S Air Inc. , DEub, Trinity Sc'_ar INSURERC Llo d"s- London BPTP Future Holdings TLC INsuRERo: 221-1 Allenwood Road IN6URER.E: Wali Twp NJ 07719 IxsuRERF: _ COVERAGES CERTIFICATE NUMBER:2014-15 Liab Master REVISION NUMBER: THIS 5 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELCW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWTHSTANOING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHC WN MAY HAVE EEEN REDUCED EY PAID CLAIMS. 1LTRNSR TYPE OF INSURANOE POLICY NUNBER �CYEEF peurr EYP LIMIlS OENEPAL LMBIutt EACH OCCURRENCE 3 11000,000 X CC.MERGIAt GENERAL LIABILITY N EMIRM U 3 SOO,QOo A C:L.IM$-MADE a]OCCUR 000065614 i/1/2014 1(1/2015 MED EXP(AM me w) 3 PERSONAL a ADV INJURY $ 11000,000 GENERALAGGREDATE S 2,000,D00 GENt AGGREGATE LIMIT APPLIES PER: PRODUCTS-COWMP AGO 3 2,000,000 X POLICY Pm LOG 3 RHIRED MOBILE LIABILITY M D sl MI en 11000,000 ANY AUr0 BODILY RLIURY iEvr Paraan) 3 LLOWNED SCHEDULED 000065614 /1/2014 1/l/2015 BODILY INJURY(Per accaera) S t1TOSAUTOS AUTOS NON`OMMEO AUTOS $ leeam'Loen 3 UMBRELLA 1-0,0 OCCUR II0)eR11012014 1/1/20M /1/2015 EACHCCCURRENCE S 15,000,000 $ X O(CESS IJAB DtAIMS4W0E AGGREGATE - 5 15,000,000 D RET 3 I 1 ISK11012014 1(1/2014 1/1(2015 LIP&x N510,JOO,000 S $15,000,000 p� MRKEM COMPneArKm WOSTATtI OTH• AND ENPLOYERS'LIABILITY ANY PROPRIEIbR)PARENEREKSCUTIVE YIM EL EACH ACCIDEM S 11000,000 OF-GEI:ory h N6[E%CWt)FD, N,A E.L.DISEASE-EA EMP S 11000,000 OFFICEFM41 NH) 00065614 (L/2014 1/1/2015 ItYYaa++..rlesvmv regar OESCitIP00N OFOPERAT10N5 OeUN. E.L.DISEASE-POLICY UMn' S 1,000,000 C Errors 6 Omissions GIAR2:0201402 /30/2014 /3012015 Per Occurrenw $2,000,000 Pollution Liability ASOe $2,000,000 DESCRIPOON OF OPERATION6 r LOGTIONs/YENICIES(Atl3rJf ACORO 101,Atlaitiowl RerreMa SctetlrAa,2rnme awRe u re4ulraal NJ CERTIFICATE HOLDER - CANCELLATIONS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Trinity Heating S Air, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. T/A Trinity Solar 2211 Allenwood Road AOTHOR12E0 REPRESENTATIVE Wall Twp, NJ 07719 Barbara Hayden/BAH ACORD 25(2010106) ©t968-2Q10 ACORD CORPORATION.'All rights reserved. INS025�z6+o6s!.o+ The ACORD name and logo are registered marks of ACORD The Coilome?"Weakit? Derpa;-rmew of dlyst =::ft Cou, .23s Sp!ret?, so re I 0s) 3osrom rld,4 02 Insurance Affidavit! Bit liderS/fA011 Z 1`1100M Elect liCia nS,;PIU M bers. .y 9BI, FiLEr %',ITT� 'IE PER"ITTlyC #1, it-MR11" Trinity Solar 2211 Allenwood Rd. City/State/Zip: Wall, NJ 07719 Phone 7: 732-780-3779 Am vini in eataloyar?Check the appropriate box: Type of project(required): ! 0 1 am a IMPIllyla with —300 _employees(full almll0roaTt-Ron)1 7. [] New construction 2.(:]lamawle prol5riegro,perriersh;parnd have h.varnim,= xwkngg forma 1. 8- El Remodeling av,capacity LNo workers comp.insurance required) 9, El Demolition I r_1 I am a homeowner doing all work myself Ncworkers camp Insurance regurred.1 10 C] Building addition 4 C3 1 am a homeowner and will be mTJnV connactors to cuinuactall wcn,air my property- f will ensure that 211 contractors either lrar,e workers curnpensation InNuamce or are sole 11 KA Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 3.[]1 31T a general cravineto,and I have hired the sub-contractors tinted In the attached Sheet. 13.E]Roof repairs These sub-t,amocurs have employees and have workers'comp insurance* 14.C]()ther 6 n We are a corporation and its officers have exorcised their right ofe,oemption per MGFL c II q 1(4)-and we have no emplovees (No workersircomm.insurance required-I Any applicant that'checks box 9 1 must oleo fill our the section below showing their workers-compensation policy adamiatiOn- flomeovorieni who submit this affidavit Indicating they are doing all work mid then hire outs Idle contractors must submit a new affidavit indicating such- ,Contractors that check this box most au.,hr;J In additional sheer showing me name ordlerd-contractams and sate whether or not those entities have employees. If thu sub-contractors have employees,they munt provide(heir workers'comp policy number. I am an employer that is providing workers'Compensation insurance for my employees. Beinniv is the policy and job site information. Insurance Company Nitrate: Policy r or Self-ins Lic. E W6 CC&J'/70 u-'!61Y Expiration Date: IJV_2j�f Job Site Address: 10 Rawlins St City/State/Zip: Salem,MA 01970 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration Failure to secure coverage as required under MGL a 152,§25A is a criminal violation punishable by a fine up to S 1,506.00 and/or one-year imprisonment,as well as civil penalties in the form of STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forivarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cwr under the pains ilz�dgertatllies oftnerjury that the information providedabove is true and correct. Sipnatu '1L11 44-Xa,42- Date: 10/30/15 I Phone 14: Wiciai use an4y, Do not write in this area,to be completed by citi�or torten q( cial city or,rown: PermitfLicense 9 Issuing Authority(circle one): !.Board of Health 2. fluiRding Department 3. Cit);/Towa Clerk 4. Electrical Inspector S..Plumbine Inspector 6.Other Contact Person: Phone ff: . � ` �_�� �f2ti ((�27/j'YG'i'�'Gl1/12LLlECGG�f2 G�C�I��CL.'l,7-CGG�GLL:IGIZ.l III Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Corporati6n Expiration: 10/12/2017 TrR 271078 TRINITY HEATING & AIR, INC. TOM BLUMETTI- -- - T- 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. sCA I t, zmn-0511.1 ❑ Address n Renewal ❑ Employment Lost Card �A�rrrinarereeri�//e v�'��lmurrr./m;eC/J Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 41)Registration: 170355 Type: Office of Consumer Affairs and Business Regulation Expiration: 10/12/2017 Corporation 10 Park Plaza-Suite 51^0 Boston,MA 02116 TRINITY HEATING&AIR,INC. TOM BLUMETTI 20 PATTERSON BROOK ROAD U �StQ WAREHAM,MA 02576 Undersecretary Not va id without signature i } Office of Consumer Affairs dnd Business Regulation Y 10 Park Plaza - Suite 5170 Boston, Massachusetts 0-1116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card Expiration: 1 011 2/2 01 7 TRINITY HEATING & AIR, INC. -- GRE-GG LAGASSE --- - - - -- - 20 PATTERSON BROOK ROAD UNIT 10 - WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. SCA 1 0 zone-xsni Address ^j Renewal Employment U Lost Card ����n�,.rracsu�urtu�l�r�'^r2 Clia�eec�uetc/� ¢e of Consumer Afruin&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: 170355 Type. 10 Park Plaza-Suite 5170 Expiration: 10/12l2017 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR;INC. GREGG LACASSE 20 PATTERSON BROOK ROAD --_- -_--- t DII€S°P WAREHAM,MA 02576 undersecretary N va thou[5i afore mm��ff `.i�ssx:-.;act; 7�oa+..•."- �' '.o .: 3ai�c, CS-103631 ,1 GREGG LACASSE 14 PINE ISLAND RD„ -# MATTAPOISETT MA. EApiration ;oinmissloner 0 813 012 017 Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 1, James Joseph MOSkOvls. do hereby grant Trinity Solar the right to sign on .,N1.,r) my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other yMnnlcipAfto related work on my property at 10 Rawlins Street . Please accept this (Strua 9ddr—) 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. Siocer 10 Rawlins Street Homeowner's Signature Street Address James Joseph Moskovis Salem MA 01970 Punt name City,Stale,Zip Code Phone Number Optimize Engineering Co., LLC P.O. Box 264•Farmvilie•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President October 16, 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 24"o.c.with 6'-8"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 James Joseph Moskovis, 10 Rawlins St.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 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 M-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 —QdF on,: .E. Massachusetts P.E: icense No.49993 MECHANICAL ENGINEERING CIVIL ENGINEERING �jN OF MASS, ELECTRICAL ENGINEERING RICHARD B. m O GORDON U MECHANICAL NO.49993 o �SGISTER� O�SSIONA-�G s INSTALLATION OF NEW ROOF MOUNTED RAWLINS STREET& 5.2kW PV SYSTEM 10 RAWLINS STREET SALEM, MA 01970 w a WALDOl RTOUR {' Y VICINITY MAP SITE No. my iDry SCALE:NTS PI TIIP u MOSYOVIS,TAMES IOSEPH HIATIT'IANCr IFILF1 l Gre Q:,Atl4rC55 ]0 RPW LINS STIIEET SAL[M,MA 019x0 SHEETINDEX c IETTHEE I FORTIS D N r ..1I I T AN me PV-1 COVER SHEET W/SITE INFO&NOTES ora.:m n;ia: '`E ` 's c asu+E n PV-2 ROOF PLAN W/MODULE LOCATIONS veovoseu s.xtw s o r+.T PV-3 ELECTRICAL 3 LINE DIAGRAM soma sysTEM PROJENTATHEI AHRETDVOLTAe SYSTEM ARE WANTED 6 o B r l to f n l` .11 eE' a "NFd D' CS J 0 h`Ro 5 THITNEc 0 s0 fist 5 xEVT+o x� NET 1FAU A0 - c :icons w.aoenL aRo°caDE UT aE .,+sTRD,Tw _T. .... 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Orav:ln TIIIB: FFPI1 PPDPDSEO 53'xW SOWR SVAFId ' D I,l IGE on ws'mrs I'Y rnrnC � `- l w Y y rLl l r yFK, .I .iA i P F' Y LCLIIIL _IL ° 9?Cl@AR RATN ��'OLEARPP�, ' M 1 R2I.A111E. IUNNwl FRONT Rev.Nn. SM1rm ;1 4) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EMENp BEYOND THE EXISTING BUILgNG ENVELOPE ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EOUIPMENI SCHEDULL I Ell 'El ® Na1'ar� E OR E 0 ,KKr LG R U © E "¢ {n ( M EEO 1M , t PEG. 1 or r s su>co-x3 RAF C¢ Lx m M _• C © a L• OTHER OBSTRUCTIONS nTr -nit LP xa Luc Pe =rx sR.,. 4 nr.Erxl eE t^, -r r, N.TU Tvn O .1�. 14 � � c oCu ENTsc.c N"'I'E:... r. En9mecrl Grxese HOltler: xOxLN'.'MV0uIUSL'6)S W1uSGfPP MU 1 MOUNTED D o aV1 ENTER W172s TO 690.] nJ(M/rYFxfTRNG I tTWNG 0121 MOIII V.SIN"I'll-)Su/me. B - F mxcnaM _ T,mnm 1 1 1 ( II i I \ I 1 1 Ineuea l RC,,;ims 1 I I 1 1 x0 1 >rolDGt nue'. 1 1 MOSEOVIS,IAMESIOSEPH ARRAY CIRCUIT W IXG ROTES TRINITYACRP:IIIII-LL.SR eonouaswLTN ROLL XEe eRCI RECFPinr]F � ProeGt AXDrrs, 'I5A RRLAYG I.)LOKSi F OR MEAN NEXTRE E DRY ETS BgYD ON CE/,TENSNNG' RAOV f0 1 /1 NM CANE A91RAE MINIMVN MENI EXTREME DRY BULB IRO/RbV �q IMPERATORE MR PERRIS LGCAlOV MOST MRAEAR TO UTILITY 1 1WA YNX TIREAXER 1011AVJLIN$$TPEET IRSTALLATIW LDCAPON. LONEST EXPECTED ANBEMT METER 1.BVSBM SAl6N,MA019](I TEMR--ICE ON XIpLST VriED, JO INgIFNI IENPFPANRE BPSfO - � W 491RCE XICNE51 YCNTN xG DRY BULB 1 j Dr2v:in Tli b: N 4PERPNPE ATE SERRATE LOCATg1 MOST 9NIL0.i T1 k` 1 ON Ell£GDA 1 INSTALLATION LOCATION. RI IGNT WS TEMP- I 01SCp1ryECT LASED W/ .TOA LAYS PROPOSE05,RkW GECT, W/NAIN ]W UNNSED PRWGGI.. SOLAR SYSTEM 3.)RW5<SNRAE NNDPMENTALS RS DESIGN BRFA%ER LOAD CENTER OIYCNNECT E. u D TEMPERANRES DO NOT f%CEED A]T:IN THE UNITED STATES(Pg WRINGS.[q IS N.10). FOR IESS THAN Rw t RAG U f�$ 8 Dla!vn nforma lon B WRPENT-CARPYING GGREGOTORS IH A ROOF MOUNTED SUNLIT CONDUIT AT YYDSf OS'ABOVE S r '-I r ', 11 --- ♦� 1 n-1e m/srxms OOCFON D USINGLESS THE DUNAM Of11.STATFNPERAIUPL E mm§ao �aVoevool _i m aW> °-11 rn LlVl LC OF nx C) Liss(PS OF unl2D STATES). 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RACEWMY C£Fn11NG }CCD MIA '' / wP I.O 10P 40A B:'/t TIERFFCPE AC MRE 4II.S VALID / / HEOR CURRENT PROTECTION "ARa[tv/ I'll TOTIL INDENTER 8,7IIRENN PRENi: Oo4 !!/T° -- vT 2SW1•I.x xR]5q tw!-->]p OVERCUflflFHi PROTECTION IS VALID ra'Ln. rSale A m 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 16, 2015 Salem Building Department Salem, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that 1 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 24"o.c.with 6'-8"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 James Joseph Moskovis. 10 Rawlins St. 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 5116"x 3%" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the 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 l o+.f— Richarrc Bra rdo , P. . Massa husetts P. . License No.49993 MECHANICAL ENGINEERING OF MASS CIVIL ENGINEERING ELECTRICAL ENGINEERING o2 N RICHARD B. m 0 GORDON p MECHANICAL y NO.49993 o tii�AFG/STEK�C'\ 4 �SS/ONAL r INSTALLATION OF NEW ROOF MOUNTED RAWLINS STREET. 5.2kW PV SYSTEM :�; N '' 10 RAWLINS STREET : r SALEM, MA 01970 5 n r: iu..vGnnv.rv..v.s. I, VICINITY MAP SITE ILEJ FAIANIVDN .vrmn .SCALE NTS -B BEI TIRE MI I RTIS$FAMES IDSEPH ra�xIs.vclsewsr IAI Addrexs' 10 RAWLINS STREET - SALEM,MA 01970 SHEETINDEX n c a D m INLI,AFT Is BE: I.-AN11111BETANNA., EST Dus �o PV-1 COVER SHEET W/SITE INFO&NOTES orzm l rmE G<a E c Cs s D.,"c ^ RE PV-2 ROOF PLAN W/MODULE LOCATIONS enovoseTsnkW BE I Iu,:o M s D 3 Du o s e + PV-3 ELECTRICAL 3 LINE DIAGRAM some srsTEM o a D IF 0 0 o c s T F E orroxhn I r !C sso v LEE LES I : lgx>LVFLGlPLF IN 66COCF rVtI CLE IN 1 CDR6rRVCIp vl lE.. L, NIT Il�,us AFT ODv I,ITEESN, ae> .uw ! 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Si v06 Pr/E 5 SB DExFlVLINIEE r Eoc uw w:: EDinu nxuT:..: ..M.ACTE OTxE T N '.r AIEDEADM¢DT, TTALEOLlaw,E ALEALL ININTAII....IOu A:EANNE ,»mx:6 mE oA: Ins-ry or eou +ser. vJlxrnweayWnv 1 n„seu I M O L 1= 9[M1Nt M.S.J.S.T J111 \� C d IF F_Ol II L-1 o U L,\-PHA T SXIAOLl6 5 / Yo _ iuil In ILL"O" 6UNI OOJFLAMING RA1. i 2' \X/ 'i T1 fiG. .r OAP " "JOY L x[r[x V MOCNP,r1'P"L FXI IN{3 MFTER !AC[I:ll t/,Y.H[xiHl. v oy tvTM sGP3CBnH61 G r`11 7TATTAGHMEM B CLIP DETAIL TPV MCOtILE ATTALHMEM1'T ON ASPI IrLLT SHIN(ALE ROOF Ti'-EIGHT FROMOROUNO LEVEL TO PEAT OF ROOF LlsoifixorrxE H ^ _ Sciv rvorrceV� 3CnLOrlJ ToewE P.vW.LaKKN1 EGIIIEN6ICI5• � IBBUCO/ROVi5i0ns BAf.K NP G F M PlCfaTUe 1CO AMESsJSE OSI:OVIS,lAME5ID5EPH - rxleLrtvRu7 �' -EAR PATki �L�AR PA ;; PrePctAdl 10 RAVJLINS STREET _ i'w7• P{ 'Bi SALEM,MA 01970 111 i I Dre.an Tlue; Y l,91 S 5 3 PROPOSED 5.2%W EV Q i �I j`. 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R A' JVNCIION I I ' I I I I I I I / 1 IBEVCd I RCVIBl9P6 I I I I I I I II xp UPIE ' I PIOICCI Tiile: a` I I MOSEOVIS LAMES JOSEPH ARRAY CIRCUIT xT N01E6 - INNIN ACti 0156f 65] Cox>uE5 wnx v011 NEC I (IIISA ITPIAER 1 PNeG Add:Dey P!A BREAKER 1.j RAC MI EXPCCIED ANOINT 1FMPERULE BASED ON EWSTWG 14/`1 NN C. 1 A4RI£NINIYVM MEAN E%IXENE DRY POST IHELION m LOON 10 TEMPERATURE FOR TOR L LOCATOR EA NEST SIMILAR TO UTILITY 1 100I YNX BREAF£R 10 f1AWLINS STREET IXSTNUTCN COCATCN. LOMSi EXPECIEO AN9fNi YERR 1COA TVSBM TEYP--L -- SALE M,MA019)tl 2.)NIGNRESi CONIIXJWS ANOIEN!2NPCPANPE BASED CH ASu E HIEa1E5i A..R DRY BULB d- I j DOCv:In Tilln: XuPEPAPIPE ECR ASNRAC LO 10T NOS!SINILA9!0 Fl 1 L—ATIE 60A SINLATDI LOCATION. HIGHEST CWTNUWS TEMP- 1 01 SCWINECi NSEO W/ 1 D>c - J AD, LASTS PPDP0SEO 5.2kW CAWPED W/NAIR XM UNNYD PRODUCT ON SDLAR SYSTLM 1)ROES<ENPAE NNDAMEHTALS 2R IDEA. 11 III LOAD CENIEfl 0ISCONNECT METER TEMPERATURES DO NOT E%CEEG I]L IN THE TRIPLED STATES(PAA SPENDS CA S allt} F.LESS TRIM RW 1T 2 Ov u- " ' XVONRB.,�1 D aV I 1 B WPPENT-CARRYNS CPVOUC10R5 IN A ROCi-ROCI SUNLIT CONDUIT AT LEAST 05�ATONE S r - 1� A'VeoOs RODE'C U USING ME CUTE..JE STL IEMPFA4NRE e a J DY, OF nn Qfl WESt.I Al ClDf UNIlEEO SSNALL L—� I.) EITTLA MTAIL POAflt wsYEEE.IUNGR SNALL 9E -- + - G B B E d s 5lnn lmolmsuER PHOT-VOL TG OPERATIC MT1 UTPUT CREO PXOTOV0.TNC$WPfE AND WNUI pRCVIi A5 PER ((Yl) rUIX03t 3Ifrn•AxN i.ILW NEC 6zo.as EWSNIC NAIN BREAKER LOAD E D SCUAPE 0 __-_-J rnuO wnouO[c'ouNp n 5)ALL EEUWNENT INSTALLED WTDOONS.1 A. I CENT-R INSULATED LINE TAPS PN: 0222N PN: D222RB �________J NouJOEt Vs[oi iNXauo A n[nA3 RATING. INETALLEDEDN6 MAN ' LCU AP 6 EORC EXi CARRYING UTHITY Y— 11 131 , XO ROPS WQ CCI ANPACITY NAH PER STRING 11E,M1PEr� S'1NNGVA NECE[ su.eHI V5.W9.2s)1 -I 11A AAS Eo DONATES AYPAClY ANBUT E . 55C,TEND OERATXG FACIdL .26 MLE DEP R C-2 CCC'.LOU l IT' - l M Rov.NO p (4Q.R)1Q0 5DI9A30 D. 58 ,NEAEEpOIE MRE 9S 5 YKID b TO AC REQUIRED COR IOR APPASTY NC D UFAAESS ANPACIIY .81WT RkP: ]OC TERI SERI 10 RACEWAY DON FOR S O CRC ENJ / 2 AOA 1.0 I0A 1) f0 .fl:5A ITERFFCPC AC MRE 512E IS VA10 /ll I PROTECTOR L�SdL TOTAL IN\ES- CURRENT DO15 L`v/Ho R].O I D5-2RCURR — YI 04ERWRPENT PPOIELTOx IS VA10 Or VHiv.v an:a �ZJINax I�^ay U"+sty Snap rack- Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 for grounding/bonding and fire classification. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and wash- ers at each module, and bonding jumpers between splices. In addition to grounding and bonding, the roof mount system, Series 100 UL, is Class A Fire Rated when in- stalled with Type i and Type li Modules. SnapNrack's UL 2703 Certification and Com- pliance ensures that SnapNrack installers can continue to provide the best in class installations in quality, safety and efficiency. • Appealing design with built-in aesthetics • No grounding lugs required for modules • All bonding hardware is fully integrated into M1 ,t the components • Rail splices bond rails together, no rail jump- ers required • Proprietary SnapNrack grounding lug snaps in the rail channel • No drilling of rail or reaching for other tools required • Class A Fire Rating for Type 1 and 2 modules System Features Include ., . . Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling - s Integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack,corn,"resources Design configure snapnrack com Where to Buy snapnrack.com/buy Snap rack- Solar Mounting Solutions s p It 'rtn SCeu15Cf Steel aa SMPN 1.[lnnJ r A�epFirack 3tn dartl Rarl tb S Spl aI' R UR � .dmr La k 4.ash?r pN k8 rtliny �SnapNaek edlls.aoly -d /'S Pn F sPl•a Olmtp Iw eas P S IapNraeL eonau+q. M d r B dmg •wl Wh+bl�En.I n CPI. k LLn con 5.R Snit-L k N osFers Pit LUGS $ndRN12Ck Bonding tiz1. Y Adjustable End Clamp SnapNrack Boning SnapNrack Bonding M d Clamp Standard Rail SpritenaFN ad. .r a•inA Lul 12-6 G n J ,"Per N.e SnapNrack Ground Lug Assembly (ONE REQUIRED PER ROW OF MODULES) pN ack Bo �U erzal 6 0 lamp!L ) TUF :Il Strap UECW-dve stainless Steel axle '.vita 1I2f'N>Shar SnapNrack Bonding Universal End Clamp BariS wpNrack Slae I tbndolt Clamp ASsrimDly SnapNrack—a� Sa.rmed3lamlaa SanoW.1i S",Wsj aondln9 RUhbet _ sital Fwm3e N ! BdrdrM h �nel4 t RLIII Cgllar haMQl 1 ScmRed 5(elnl+ni Nttt i Fl J Nat 5[eN FlangR Belt SnaPNr¢k S I_es SngNira<M—� 9:Dagrce MIII Fin Ah Be, seawmi. L Foot SnapNrack SrNfnracX II Pumps= MAT shLr t staatldl base(I-Hda pa 5 PN F k Bese Shp ) SapNak 1.F ,t "Mal Will F sh F1 ,1 6 A s2 0V Foot&v^e Sn.pf .. Metal SnapNrack Bonding Foot Base w Bonding Ronding L with Standoff AsSemDly L Faot Base with Flashing Bonding L Foot SERIES • k TECHNICAL DATA • 600o Series aluminum Materials • Stainless steel •.,Galvanized steel and aluminum flashing • Clear and black anodized aluminum Material Finish • Mill finish on select components • Listed to LIL Standard 2703 for Grounding/Bonding and Fire Classification Catcs.&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 rove of modules) Grounding • Integrated bonding components Warranty �5 1C year limited product.warranty; 5 year limited finish warranty 877-732-2860 www.snapnrack.com contactiajsnapnrack.com SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION' a FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED 1 �B® ®1:Mrrrinrrm017 SNAPNRACK STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINSO ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIALS [EED=IFN fff C1 I[D-if I I I !1 1 r� WINBTREAM ENERGY CORP, DESIGNER: G McPpeeiers SCALE. ® PARTNUMBER: DESCRIPACN REV �-y✓�, Ipp\VI ILl W DWIER: D RY 51UU D01 SERIES 100 OVERV BV,ON FLASHED %2 . ,_...._..�.....__... APPROVED BY: DATE: ® L-FEET F yi REVISIow. SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL ROOF SHEATHING,UNDERLAYMENT, , - I�'•• AND ROOFING MATERIAL® ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS 003TJTaX7Crrf t71119n-�C!LL�IZIQ® c I• p�j MAINSTRE ENERGY CORP, DESIONCR', OMCFRe SCALE: ® PART NUMBER. OESCRIPTION REV �Jf UL�U 1lSU11� • '"""""�`"`"'"'�'"� DRAFTER: DRY DATE 81DO 002 SERIES 100 OVERVIEW.ON STANDOFFS F pu gffim .r»_xs:�rv �::::rcc::r APPROVED BY: SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT RE ISioN I 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 lIL DOWNSLOPE) -FOR UNEVEN ROOF SURFACES,USE -MID DAPCNRACK MODULE MODULE OVERHANG UP TO TWO LEVELING SPACERS PER l FOOT OR STANDOFF. SEE DRAWING (NOT TO EXCEED ❑OR MANUFACTURER'S "STANDS AND L LEVELINS FOR �`� `1 1� RECOMMENDATIONS) v� I MODULE OVERHANG-1 1 'ate STANDOFFS ARE BOLTED INTO ROOF RAFTERS OR STRUCTURAL MEMBER "RAILSPAN" '\ DISTANCE BETWEEN ROOF ATTACHMENTS "RAIL END OVERHANG"(NOT TO EXCEED 34%OF ACCEPTABLE RAIL SPAN) � MUVNSTREM1 ENERGY CORPY DESIGNER: GMCPI ot. SC LE: ONE PART NUMBER: DESCRIPTION, I REV IUnVI DRAFTER, D Ryan S100 D05 SERIES 100 TYPICAL LAYOUT F p'no QVZb= APPROVED BY: DATE: 120113 I - 1X SNAPNRACK -2X SNAPNRACK LEVELING Remsluv USE CARE DURING LEVELING SPACER r{ SPACER INSTALLATION TO ENSURE u THAT THE SET SCREW IS -IX�,"-18 X 1"LONG -2X A"-18 X I"LONG ROUGHLY CENTERED BETWEEN B SETSCREW Fj SETSCREW THE TWO PIECES BEING[DINED GI Ct I -- - SI ANDARD SERIES 100 - _ ' •� -, ATTACHMENTS FEATURE 3"OF 1 VERTICAL ADIDSTABILTTY ON ALL MOUNTING POINTS WITH SHE USE OF 1"LEVELING 0 SPACERS ® ® THE FIRST INCH OF AD[DSTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO 801"H L SCALE 5:8 FCOT AND STANDOFF CLAMP COMPONENTS RAIL HEIGHT 07.S" =RAIL HEIGHT EB.5" RAIL HEIGHT CB.S" B RAIL HEIGHT-L0.5" 'FOR AN ADDITIONAL INCH OF !.ABOVE ROOF SURFACE ABOVE ROOF SURFACE y ABOVE ROOF SURFACE 'i ABOVE ROOF SURFACE HEIGHT AD:DSTMENT,ADD 7. 7"STANDOFF 7"Sl"ANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. US-E 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 L-FEtI OR 10" STANDOFFS. n I FOR A SECOND ADDITIONAL INCH OF HEIGHT ADOSTMENT,ADD ANOTHER FEVEUNG SPACER. USE OF 71N0 LEVELING SFACER5 NOT •:�,� -I_ - 17O EXCEED LOCI OF LIT', - ATTACHMENT POINTS ON i L1t71 _- L-FEET OR 10"STANDOFFS. e RAIL HEIGHT EB.O 7 RAIL HEIGHT CI70 E RAIL HEIGHT CS.[I RAIL HEIGHT CS.❑ ABOVE ROOF SURFACE a ABOVE ROOF SURFACE ABOVE ROOF SURFACE �j ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT y ONE L FOOT " ONE L FOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT r- (11�\yp1 �o✓_- AMNSI Rc MENERGY CORP DESIrINER C SGA-t PARTNIIMXF.R UESGRPTION, RLv DPAF�-R DAyan 5786 008 SERIES 100 RAIL LEVELING F Q�l DA I E r�f�zau e"t�53y�C;oaa .. - x nrrRGveD Ev 13� RP0SION USE TILT KIT OPTION FOR INSTALLATIONS - THAT REQUIRE MODULES TO BE TILTED \ \\ ABOVE THE EXISTING ROOF SLOPE .� SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO a DEGREES r' \ ABOVE ROOF SURFACE USE OF ANTI-SEIZE ON TILT HARDWARE IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: CB" l STAINLESS TO STAINLESS HARDWARE) WITH STANDARD ENGINEERING I REFER TO 5100 TKT SERIES 170 TILT KIT TOOL FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION BY — SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF t RAIL STANDARD MODULE INSTALLATION SNAPNRACK MID CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP OF STANDARD RAIL t u' u ` SNAPNRACK CHANNEL NUTS, t fi'• 4 t TORQUE TO 10-16 FT-LBS WHEN �,, SNAPNRACK L-FOOT USING WEEDS.WHEN USING �', I ALL-PURPOSE OP. SNAPNRACK BONDING CHANNEL + 1 L.-FDOT COMPOSITION NOTES: NUTS,TORQUE TO 14-16 FT-LBS. WEEDS ARE NOT REQUIRED WITH 'L -TORQUE ° HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS. -SILVER S.S. 10-16 FT-LDS i - 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 - BACK SUPPORT"LEG"IS FABRICATED FROM A SCRAP OF RAIL CALCULATE WITH SPLIT LOCK WASHER REQUIRED TILT LEG LENGTH. USE WEEB GROUNDING WASHERS AT 0DINTS BETWEEN L-FEET AND SNAPNRACK STANDARD RAIL SCRAP PIECE - FOR LOWER TILT APPLICATIONS SEE"SERIES 10D TILT KTT G-15 DEG" -SNAPNRACK PAIL COVER CAN BE USED TO COVER CHANNEL 1N REAR TILT LEG MAINSTREAM ENERGY CORP DESIGNER GhtcPhee�s SDALG PART NUMBER DESCRIPTION REV S�y l m,�IL,• DNS SERIES 100 TILT KITS 10-45 DEG WITH L UU lh��il pu�`°�J (�tt,-,,II�� GRAFTER ogre" S10D G10 CIVI Wo t ISyABsnvx APPROVED BY LAi E 120113 FOOT MOUNT USE TILT KIT OPTION FOR INSTALLATIONS unr. THAT REQUIRE MODULES TO BE TILTED �\ ABOVE THE EXISTING ROOF SLO?E SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO LL DEGREES \ ABOVE ROOF SURFACE ON STANDING MAX LENGTH: CB" SEAM METAL ROOFS WITH STANDARD SNAPNRACK USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING \- RAIL STANDARD RECOMMENDED(PARTICULARLY FOR S i STAINLESS TO STAINLESS HARDWARE) \ REFER TO S10O 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 MODULE INSTALLATION USING WEEKS.WHEN USING CHANNEL NUT`I SNAPNRACK BONDING CHANNEL -, "X 1" (OR 1.25")S.S. BOLTS NUTS,TORQUE TO 19-16 FT-LBS. , WITH SPLIT LOCK WASHERS WEEBS ARE NOT REQUIRED WITH BONDING CHANNEL NUTS. CUT REAR TILT LEG FROM SCRAP i OF STANDARD RAIL NOTES: �.. SNAPNRACK SEAM CLAMP z SNAPNRACK WIDE OR STANDARD BASE -TORQUE HARDWARE TO THE . \. \ A MID CLAMP ASSEMBLY FOIL OWING UNLESS OTHERWISE ` \� NOTED: - SILVER S.S. 10-i6 FT-LBS I - BLACK S.S. 7-9 F -LBS - REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE (5"FLANGE NUT 1 TILT ANGLE,WIND SPEED,AND 5NOWLOAD I �: SNAPNRACK L FOOT ALL-PURPOSE - BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION FABRICATED FROM A SCRAP OF " "X 1"S.S. BOLT RAIL CALCULATE REQUIRED TILT WITH SPLIT LOCK WASHER LEG LENGTH, CUT RAIL AND DRILL TWO*,"HOLES AS SHOWN SNAPNRACK SEAM CLAMP - FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE SEE "SERIES 100 TILT KIT 0-15 "X 1"(OR 1,25")S.5. BOLT DEG" - SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER USED TO COVER CHANNEL IN REAR - TILT LEG WINSTREAMENE✓ r P DESIGNER GWP.,W.a SCALE PARTNUMBER OESCRIFTInN R[v UftAPI69 CRra DNS SERIES 100 TILT KITS 10A5 DEG 3-All ;'A':'rW�L;E'rv[2EQ:!`S',§D91t'PA - _ . APPNOVEO BY °ALE 120113 S100 D1i f.LFlLUP MOUNT F NOTES: REVISION -5116" LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBERS(RAFTELS STEP 3: PLACE L FOOT -TORQUE ALL 5J16"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 5.5. FLANGE NUT 'BLACK S.S. 7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION OFF L FOOT(UPS LOPE EAILS CAN MOUNT TV5 DOWN SLOPE) L FOOT BASE AND UNDER ROW X 1"(OR 1.25") OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND CHANNEL NUT SPLIT WASHER " S.S.LAG SCREW 'P SNAPNRACK WITH FLAT WASHER 25' MINIMUM STANDARD RAIL •• ` S STAN ARD EMBEDMEM' , ~"e SNAPNRACK COMPOSITION +• ROOF FLASHING - STEP 1: BOLT L FOOT BASE TO ROOF WITH LAG BOLT I SNAPNRACK L FOOT BASE ROOF DECKING TYP. L ROOF DECKING TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT I RAILS CAN BE LEVELED UP TO 3"USING .I UP TO TWO LEVELING SPACERS AS I SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP, MAINSTREAM ENERGY CORP DESIGNER: 0MCPMeteie SCALE PART NUMBER: DESCRIPTION' REV ..sipjaNrack DRA-F ER DR,, DNS PEN DETAIL 01,FLASHED L FOOI TO " DATE. 5100 PEN D01 RAFTER F 0SV R12Wnt1t0@ ftZ iz2 .._ .., ,.v APPROVED BY: 12OL13 CAMMING SEAM CLAMPS ARE REVISION SPECIFIED WITH A BLACK OXIDE STAINLESS STEEL BOLT. IT IS IMPORTANT TO USE THE PROVIDED BOLT AND TO TIGHTEN TO 16 FT-LBS FOR FULL LOAD CAPABILITY CLAMP CAN BE USED TO SECURE RAILS OR DIRECTLY SUPPORT SOLAR MODULES TO DETERMINE BOLT SIZE ADD WTTH MODULE CLAMPS 1.LP'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 1S STRUCTURAL MEMBERS TIGHTENED, SECURING CLAMP AND L ❑TORQUE BOLT FOOT AT THE TO 10-16 FT-LBS SAME TIME X„ SEAM CLAMP BASE _ t (STD BASE SHOWN ' BUT INSTALLATION I OF WIDE BASE IS - SEAM ' 9 IDENTICAL) CLAMP -` CAM 2: OPEN CLAMP GETS .5 TYP. 1: INSTALLATION START 5 SEAM LOWERED WITH CLAMP IN CLAMP ONTO SEAM OPEN POSITION THREAD WITH BOLT LOOSE INSERT 1 .2 3 ❑ '��� p,,_ MAINSTREAM ENERGY CORP. DESIGNER: GM:PneteP SCALE: DNS RARI NUMBER: DESCRIPTION' REV �.tN191��'�'L�u`w�Sli� " •�����•� •-•�-- "' DHAF'FR: DRyas S100 PEN D04 FEN DETAIL 04,SEAM CLAMP F DATES APPROVED BY. 120113 7 . sour o o All�.Jzw SolarEd a Single Phase Inverters For North America X_ 7, '2 e SE3000A-US I SE380OA-US /' SE5000A-US , SE6000A-US ; SE7600A USl SE10000A USi SE1140OA-US ,nr F as'Lx+`.a3 y ,a' �, ,. •rou °3 '. kx, J�y � C' .,+r„'JtP 3' �."t�•J{'* r 4a3 `J�'r�a>t bf" ?W 'fir ? #,�r �# �+t s..�� �.. x v ,, J ' x n t r EW a M C j"2 'E.. Jre 4Sk� p g m e r ( � � ,� ��"* J#i�2lt �a � '•jn � � tF*,�* `�..i `ks �` .p�'�� �k R7 �T.;� '», .The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance W . — Superior efficiency(98%) i F — 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 IiF'..'I 'GVNi i- .APlrl-CIIIN1 4j5iitrV'. a I'-ENI-tIIFi LADI2 -I,I9rlPL 0wb7SOlaf i,IS solar ' o o Single Phase Inverters for North America SE�OfC:;-1,5 3E 9f,+]A i:aJSESacaa uS:SE51Jcc;1-I;$! 3E1er�r:a-u�, sE��ncroa-us sE�ilaon-,s SE3000A-US SE3800A-US SES000A•US SE6000A-US SE7600A-US , SE10000A-US SE11400A-US OUTPUT _ _ _. _ _ _. _ _ Nominal rAC Poem,UOGlbt 10t10 1800 51100 bt-In1 1600 lJOt 900I U rl a2UR"Y ll-F00 ' � '40 Mlm0 a208V I1+I 1 lt.. AL U..tpat_—. _ _ .—h.Y)y__ -. dlia 5.15U.�L10V ti0i�0 gj50-. 1� fl.�dnY 1101i`1 tS3 )UP. J29 Vag -)it ?pet Jl1 240 161 Ua c. 4i rr^g rncY Min.Nr in %I-.'., ';0 4 n0 L I, in III, ,,nt-r.- cti g57 60 59.51 Wa I'dax.Connn..ous Ontpl t ;anent 12 S tG 24 10 08V 32 43 20RV 471 A GtCl Threshold 1 A U011[y lvhnrtnnng,Islan0ing Pmte1 non Counv9 Lo nilgt,cable Tnreshokls 'fM Yes INPUT Nta>I In tun uCt I.,,(W, '10Y,� 100 ._ 6750 8100 lOSO 135(10 LS Ransformer less,Unt;munJed Yes lelaa ulPu[Valmgc SOn _ Vtic Nem,GC Input✓ol•aRe f` tl lOb'I iGO is%2a0v Vdc s D 2i18V 33 iJ 20`3V Max Inl -I C urenC' 9.5 13 l8 23 _ S9_`i Anc I ._. ,SS ?40V .,- _ .OS�12401, .. .. ._ _. Max I cull(uwent 45 Ad, P.eoerse Pobu It,,,Protection Yee Gramd I all Iselstinn'D k,align ` GOOkaS n5t0viP/ _ P,4axtmo tl <.rt r ENic ercy 7, 5t i 'd.2 J9.3 18 98 n8 9N 9E y .. ... 4 2Jd1, ) 'ASV , C'LC Wel4h ctl frti-iency 9 5 99 b.ti 9LS btS � ..-. IS�°�, Ebb � .Y 211LI1 .Mghthme Powcl Cslnv rnpfion _ _ c 2- c4 W ..-V . _ _ _ _. � ADDITIONAL FEATURES Suolaartc l C[l l 111nica0on Intorfaues R5485, Rs 2.FoieI III I 0c I,(opli 1 1) Revenue nU,•IJrla,AN',I 11211 I Opbo la P' pa p l d'>III W11 nn-NEC 2 014 90.12 Fu ncr ona ltr enable d hi,.I Snl ,r'I raI, IuldownI'll ! STANDARD COMPLIANCE Salery 1 UI-1741,111 14.UL59 ( P12.) _. Crid Coin cno lu ndard. � IEt 'SU FbI15510n5 INSTALLATION SPECIFICATIONS AC.�utput rontli.raiYer At Crange 3l4' minimsn "16-6 A1AG 'j4"minimim 183AkG Uf_inpUC C.Irduit tze f Strollsi I 'l'nunimien t7;tnn-, 314'minuram ( t-2 stlingv J llr6 AWG eb>,C mace _ to 1 \ r . Uijnersnns v lth Safebi Switch 30,5,12. x . 2/%/Srt IIS r184 - M's iJ 10:5i In/ (H%WFo) ... . .. . . ... ._ .. . _ _ . .1. . _ 775sJ_x2u0 ITIn .. vJaBhtwu,. lFc ty 51.2l2.12 ... -6!/a4.7 884i40.1 IbIN . .. .,. Nd Uval mrmectlnn Cooling ` Nvtara Cnnvcctfon annmremal I,:n_:(o-:er'zpiaceoblrl tan(user .. ... ... .... .. replacealile),; _ dRA hlin.hl,lx.Ope4.:ng Ter prtrxture Range -hh-14012ttc 011301. ICO rs On�.nlla6le'r� 'PJ"C P,otection Rafin� NCN1A aft ,e.etrn.wu „-wa A L•. �...v"f t^"e "4v Ks w hd {. a � -f '+i Tabs° ,^:' rc FT"Pi"V II .•IV' eik 7.4 � W, r C 't PYr a :Tl'• }"2 st 1g la'� s -V R 't IL solar,=eo SolarEdge Power -Optimizer y t Module Add-On For North America ' P300 % P400 I P405 of 5 4p }µ `"„`go-;• ; A- ) ` ✓tiVIi' 'x¢ iA" •s%.-5 M iY .-!y o- 'G7 S$ Y k ` 51 a ^Yi 9r�' p .Ke.^J : "{R• �• er iKt 3. .'� ": '.L`y �. Y�°.X'�?P.�t �'.Ql. ""[�' y` . if Y PV power optimisation at the module-level G y 'bp to 25%more energy" •, _ , Superior efficiency(99.5%) - _ - - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading , Flexible system design for maximum space utilization Fast installation with a single bolt - Next generation maintenance with module-level monitoring S Module-level voltage shutdown for installer and firefighter safety !A"AN - IUMNA .YiAt solar=ooSolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 T 1,400 P405' ' - _ (ter 6Ucell rnotlulesJ�,�(for]2&96 cell madulesy��_(tot thin film madule� INPUT Rate)Input OC Power19 - _ 300 400 - _ - _405 Of Absu6ite Maximum Input vnllage 48 80 L25 Vdc (Vur,et luwe5L ternperatt le) , IAPPT Ope l sting Range ) . , , 8 118 8-80 U.S.- 105 _ Vtic Maximum Short Ur cu it Curert(kcl f t0 _ _Adc_ Maximum DC l n pr I Q rri ent 125 I Ad[ fdlsaimum Efficiency Weghreo Efficiency .. .. { ._ 98.8 .. ... ... _ .%. _. .. .. ... .... .. .. ._ - ... . .. Overvoltape Categ� �__� II - OUTPUT DURING OPERATION)POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) _ MaximumOuzo` .. _. ._ .... .. ... _. . .. _. ... .. ..... .. . .. .. . .. .. ... ... ... c Maximum OurpuL Volt ge ( GO 15 85 Vtic OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safeq Output Voln,8�_per Power OPNmizer J 1 �Vdc STANDARD COMPLIANCE + rCC irt, t i s B IECG1000 6-2 IEC61000 6-4 -- -�- _- .. , .. .., ... . . _.. Safety ICCG1109 Klass II saf tyl.U,L1741 ._ _. . .. .. _.. ... ._ .. .... .... _.. .. .... _. .. INSTALLATION SPECIFICATIONS __._ ..__--T— A Mazinuun llowed Syste VollaBe 100u Vdc Pxxx-2 series 141 xa I1 x4u.5/ 55 xs.34 x1.59 in Dimon ns(VJ x L x H) ll8x12x1 5 ' 1 2x152x 51 128x12x48/ Pxxx 5 series mm/m I SxS37x 1C3 5x5.97 t1.47 5x5,97x 1.89 We.iom:(Including cable ) Pxxz 2 series 950 12.1 gl/Ib (Pxxx-5 sal les 770/ 1 7 930/2 05 930/)OS gr/lb Input Connecol fVN4lunpanhF _ .. . utp Out Wne rypP/Connecor _ 0oubl _Insulated,MC4(ompaoole Output Wue Lengtlnu eRar e 095 80 . - 4U +g51. 10 Fs451 r34 _ In/ft eraringTem el ) Pro ..p... g .. .., t. ..1 _. .. . . .. C( �.. Op I tLcnon Rating Pe x set es I _ IP65/ NEM44 pxxx S ie, es IpC 8 r h MAt f Relative HunnQi[x. _.. .. . ...0 100 . . ., . .k 'nmeu s-c w,+= �r oe.��aoce mwwe or�p.,sr.Fnw mre.an..e auo�m+ - PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERI'I Minimum string Length I L0 LE (Power n Optir zers) 8 . Maxitnurn String Length 25 25 50 (power Opnin els} , .. ... .. _ ... _. .... .I _ M 1EIrnUm Pow er'Ci Str in B 5250 _ ... 6000 ' 1Z7SU W. Parallel Strin ' of Different Lengths - oi Or'icntaGons - yes c u nor allosren w mis Pn09-sxM1 P30�/GaJO+?50o.Wx e nnng.y 3ti� 5 F I Mono Multi Solutions -11- HE Universal 'Mal MEN mug IBM 60 CELL MULTICRYSTALLINE MODULE 245-260W Paosoe POWER OUTPUT RANGE 15. I % fur r�o,t iers t ;e prodect MAXIMUM EFFICIENCY '0^'+37o One of the indusiry's most trusted moduies POWER OUTPUT GUARANTEE ,� • ^'F+tla*^v?nu•i,.,;•^^^cam 04,a�!�.enerohon p{:ciov a:aic Highly reliable due to stringent quality control L:ertified to wi'hs'and challenging en'rhonmepta'. conditions .. . . - f.rf,���. :r LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty tnno Sour limrterl - Xj �na�V p y4 C//OM f:inG rsWnr.f Urrew nYrrRurtY Trinasolar THE Universal MODULE TSM •D.A05 08 DIb1 ENS Or's 06 rz;!6OGMIE .. 1-4 u o4 rr ,eak Povier waltr-P.:.(5Yp) 245 250 255 _oD Power Output Talerance-Pm MI 0-.3 c r�.ea. �o ,bcsnritim Paver Voltage-Vu.,IVI 299 30.3 30.5 30.6 M.Arl P r Carrenl I..,.-.(Aj 8.20 8.27 8.37 6.50 Open C (volt gr•V- `il 57.3 38.0 38.1 38.2 °�nara'wn � ShortCmmt CurrenbGc(A) 8.75 8-79 888 9.0D Module Fff _y nn Imo) 15.0 15.3 15.E 15e Y ' n Ft6C I kiC,-D,J,1 Maximum Pc-o-l-Pu.H IW O 182 186 190 193 Maximum Pawer Voltage-V.n(VI, 21.6 28.0 28A 28.3 Marimem PaverCurrenbh=--'IA) 659 6.65 674 6.64 sau 11010i' Open Cinvit Voltage-vw(VI 35.1 35.2 35.3 35.4 •a aW�. .A d snarr Grant Conenl-ieo(A) 7.01 7.10 ].1] Z'? Solar cells MUlticryz1a11ine 156 156 mm(6 inches) Canorienlalion 60.11,(6.10) Nlodab dinrenstonz 1650^392-35 mm 164.95-39.05.1.3]inches) Weight 18.6kg(41.01bz) °d Gi,s" 3.2mm(0.131nr-hesl,High Tronsmcsion,AR Coated tempered Glass 70011000 mm RackxhcW Whit. Frame Black Anoslned Aluminium Alloy J-9az IP 65 or IP a rated - Cables Pholowlfa'c Tech nobgy co bie 4.0 (0.006 Inch e,% PMoll000 mm . I-V CU RV F S CF PVMC D u l E(2451H) Connector MC4 or MC4 Compatible 9�-ICdL'nl rm` - _-__. _ lF1d PEdAfr,RF R+PNGS WARP4NT'I tla C4'bwrr-t v^ _ Nominal Operaf:OB CeII db°C(32°CJ 10year .Product Temperature INOCi) Workmanship Narmnty r_SCJVYL} .- LemparaforaCcetficientotPM... -O.d I9/°C 25yearlmear Power Warranty � ,�'� � - - temperalweCoelficienlolVr -0.32%/°C c.__•a•.-a .e .* .+- xezm: p Ill-_-ZU+SLm' Temperature Coefficient of le, 0l 2x.1- - V'Al!AiV R-711G5 Operatlanal Temperature -40--85°C Mozlmum Syslem t 60OVDCIUU Voltage Max Series Fuse Raling 15A CERPPCAIICM C@w SB` rA CI AG 111G C(I Gi,RA1li IIf Ohm a �,l^ Mac Va,per boa:30 pieces Modules per 40'container'840 plecez 7�ilr kY4A^ Trinasolar