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18 SILVER ST - BUILDING INSPECTION (3) GK3oo ( 2v3 r The Commonealth of Massachusetts fht���ri3tl CEO VA w VED r Board of Building Regulations and Standards SAI'EM SERVICES / Massachusetts State Building Code,780 CMR }pap r{t� Building Permit Application To Construct,Repair, Renovate Or Demolish a 8 38 One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: I Date Appl d: Building Official(Print Name) Signanue Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 18 Silver Si. I.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 It) 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.407§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone?Check❑ Private El Zone if yes❑ Municipal ❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: James Raymond Salem, MA 01970 Name(Print) City. Stale,ZIP 18 Silver St. (978)828-5750 No.and Snit Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORW (check all that apply) New Construction❑ Existing Building❑ (vane,-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other ((Specify: Solar Briet'Description of Proposed Work`: Install 5.2kw 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 $ 1,330.00 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑Standard City/Town Application Fee 17,670.00 ❑Total Project Costa(Item 6)x multiplier x 3. Plumbing $ y. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Su ression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6r-..lT�utal Project Cost: $ 19,000.00 ❑Paid in Full ❑Outstanding Balance Due: 1 1 'fA I L---Q ID tN SASE.. Massachusetts -Department of Public Safety -- - - -- "- - - - - --2oard&8uilding Regulafions and-Sranbards - Cnnifrum on `;uprn ivor License. CS-103631 GREGG LACASSV W PINE ISLA"i77 Mattapvisett MA023 Expiration Comrnissioner 0 813 01201 5 Office of Consumer Affairs and Business Regulation 10 Farm Plaza - Sete 5170 Boston, Massachusetts 02116 Home Improvement Contractor registration Registration: 170355 Type: Supplement Card Expiration: 10I 1212015 TRfN(TY'H I�GEATI &AlR-1lyC. _ GREGG LACASSE 20 t ATTERSON BROOK ROAD Ul iiT 10 WEST WAREHAM, MA 02576 - - - -- - Update Address and return card.Mark reason for change. I�! Address CI Renewal ❑ Employment --I Lost Card ,CA is 20M-15 Met of Consumer Affairs&Business Regulation License or registration valid for individui use only .- =ti' EIMPROVEM.ENT CONTRACTOR before the expiration date. If found return to: M Office of Consumer Affairs and Business Regulation kegistrationc 1703-15 Type: 10 Park Plaza-Suite 5170 ^T Expiration: 101l2/2015 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE - 20 PATTERSON BROOK ROAD U �Ss4 WAREHAM, MA 02576 Undersecretary o valid wr out nature — Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 021 16 Home Improvement Contractor Registration Registration: 170355 Type: Corporation Expiration: 10/12/2015 Tr# 244965 TOM BLUMETTI 20 PATTERSON BROOK ROAD UNIT 10 WEST WA.REHAM, MA 02576 Update Address and return card.Mark reasur for change. r- Address EI Renewal Employment r, Lost Card ECA t ei 20M-051l: '--�Y14' �U'/».Yr.9YJ44.Cl.G/�b{✓�/Ji!>IA)ll�` Office of Consumer Affairs&Business Regulation License or registration valid for individul use only -' ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: gistration 110355 Type: Office of Consumer Affairs and Business Regulation xpiration 1ofil I�C15 Corporation 10 Park Plaza-Suite 5170 •-. . _ Boston,MA 02116 TRINITY HEATING&AJR INC - TOM BLUMETTI 20 PATTERSONTERSON BROOtCROAO U g q p G 9 WEV WAREHAM, MA 02576 Undersecretary Not valid without signature SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30/15 Gregg LaCasse License Number Expiration Date Name of CSL Holdor List CSL Tvpe(see below) U 20 Patterson Brook Rd. Unit 10 No.and Street Type Description U Unrestricted(Buildin s up to 35,000 cu.ft.) W.Wareham, MA 02576 R Restricted Ix2 Famih Dwelling Cin'/rown.State-.ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances (508)291-0007 1 Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170355 1 D/12/15 Tom Blumetti/Trinity Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 Citv/Town,State,ZTP Telephone 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. Sinned Affidavit Attached? Yes ......_..F No........_.❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT T,as Owner of the subject property,hereby attthorize Tom Blumetti to act on my behalf,in all matters relative to work authorized by this building permit application. \ease See o \Fs,��ed \EtileC 8/14/15 Prim Owner's Name(Electronic Signature) Date SECTION 76: 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 contain in I apptiron is true and accurate to the best of my knowledge and understanding. 8/14/15 Pr it Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: L An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration _ program or guaranty find under M.G.L.c. 142A. Other important information on the EIIC Program can be found at wwuw.mnss. ov/oca Information on the Construction Supervisor License can he found at www.mass.eov/dns 2. When substantial wort: is planned,provide the information Below: Total floor area(sq. ft.) (including garage,finished basementlatlics,decks or porch) Gross living area('sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of halt baths Type of heating system Nnnber of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Poota@e'may be substihrt d for`Total Project Cost" Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 6/30/15 I, James Raymond do hereby grant Trinity Solar the right to sign on my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other IMuaiclr.diryl related work on my property at 18 Silver st . Please accept this (SI—I Add,,,,) document,with fill signature, in place of all application signatures. Furthermore, should there be any issues or discrepancies with the paperwork,please contact Danielle DeVito at Trinity-Solar, 732-780-3779 ext. 9044 or danielle.devito@trinitysolarsystems.com. Sincerely, 18 silver st Homeowners Signature Street Address James Raymond Salem Ma 01970 Print name City,State,Zip Code 978-828-5750 Phone Number acoizc�� CERTIFICATE OF LIABILITY INSURANCE ° DD 1 0/29/29/2014 14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such Endorsement(s). PRODUCER CONTACT NAME: Barbara Hayden DITTMAR AGENCY PHONE (732)462-2343 Fax /vgzl Tao-aAiA AC Na: 78 Court Street P.O _Box 118A E+AAL .baba en ADORE yd @ di t tmarinsurance.com , ._ INSURER$-AFFORDINGdOVERAGE —NAIL—.—# Freehold NJ 07728 INSURERA.HDI-Gerlinq America Insurance INSURED wsuREee North River Insurance Company Trinity Heating & Air Inc. , DBA: Trinity Solar INSURERC:LlO d's, London BPTP Future Holdings LLC INSURER D: 2211 Allenwood Road Wall TTep NJ 07719 INSURER F: 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. NOTWITHSTANDING 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 SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TRILTR TYPE OF INSURANCE POLICY NUMBER POLCY EFF M LCYO(PIIMITSGENFJi/1LfIYEACH OCCURRENCE g lrOOO,OOO X -COMMERCIALGENERALUABILITYPREMISES Ea acwrrenoe E 500,000 A CLAIMS-MADE OCCURGGCC000065614 1/1/2014 IA/2015 MED EXP(Any one person) $ PERSONAL 4 AW INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PJFCT R0. LOC $ AUTOMOBILE LUIBILIrr COMB 0 INGLE LIMIT Ea.vden $ 11000,000 A X ANY AUTO BODILY IWURV(Perp rn S �OOWNED SS AUTOS C000065614 1/1/2014 1/1/2015 BODILY INJURY(Per acddeIt) E NON-OWNED PROPERTY OA E HIRED AUTOS AUTOS Per erridsr $ LeaseA.oanGaI, $ UMBRELLA LAB OCCUR IMER11012014 1/1/2014 1/1/2015 EACH OCCURRENCE $ 15,000,DOO B X EXCESS LIAR CLAIMS-MADE AGGREGATE $ 15,000,D00 DED I I RETENTIONS INDER11012014 1/1/2014 1/L/2015 DmXzof$tO,OW,OW $ $15,000,000 A I WORIO=RS COMPENSATION WC STATLL OTH- AND EMPLOYERS'LIABIIJTY I TORY LIMITS ER Y/N ANY PROMIETOR,PARTNEWEXECUTIVE E.L EACH ACCIDENT $ 1 On,000 OFFlCER/MEMBER EXCLUDED? NfA (Mandatory M NH) OD0065619 1/1/2D14 1/1/2015 E.L DISEASE-EA EMPLOYE S 1,000,000 D sdesrnbe Nllder EL.DISEASE-POLICY LIMIT $ 1 000 000 DESCRIPTION OF OPERATIONS Celow C Errors & Omissions IARR0201402 /3D/2014 /30/2015 par Occarence $2,000,000 Pollution Liability AVgragefa $2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Aldch ACORD 101,Additional Remarks Schedule,if nwle spa.Is required) 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 & Air, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. T/A Trinity Solar 2211 Allenwood Road AUTHORIZED REPRESENTATIVE Wall Twp, NJ 07719 8arbaza Hayden/BAH ACORD 25(2010105) - ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(2oiw5yai The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts =;1, Department of Industrial Accidents 1 Congress Street, Suite 100 r r Boston, MA 02114-2017 www.mass. ov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING.AUTHORITY. Applicant Information -7- ) Please Print Legibly Name (Business/Organization/Individual): Address: 102// A/lenuWed)? J City/State/Zip:/ §_// / U �771? Phone#: 7.3.E 710-.3779 Are you an employer?Check the appropriate box: Type of project(required): 1_®1 am a employer with Ne employees(full and/or part-time) 7. New construction 2.M I am a sole proprietor or partnership and have no employees working for me in capacity. 8. Remodeling any p ty.[No workers'comp. insurance required.] ❑3.❑ m J a a homeowner d 9. Demolitionoing all work myself[No workers'comp.insurance required.]' 4.M_ .am a homeownerand will-be-hiring contractors-to-conduct all work on my property. I will- — 10 Building addition— — - -- ensue that all contractors either have workers compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑1 am a general contractor and I/have hired the subcontractors listed on the attached sheet 13.�Roof repasts These subcontractors workers' have employees and have comp.insurance: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] -Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box most attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. /� Insurance Company Name: /n� f 4 dj�A f I ,l +� Policy#or Self-ins.Liic.#: E U,Cif M_ ?f Expiration Date: Job Site Address: rL_S! ✓P T rj}, City/State/Zip: 591L"M /I 0199, 70 Attach a copy of the workers' compensation policy declaration page(showing the policy number mad ex iration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 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 for insurance coverage verification. I do hereby cerh yrrunder the pains an __en�Jalp/ti�es��of perjury that the information provided above is true and correct. SiRtlature7�� IU'Lt.fYL.:N� Date Phone#: Official use only. Do not write in this area,to be completed by city or town ojrcial. City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person; Phone#: 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 July 25, 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 2x8 at 16"o.c.with 4'-3" &6'-2"span(horizontal rafter projection)to knee wall. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 27 psf snow live load(45 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of James Raymond, 18 Silver Street,Salem, MA This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes, and ordinances,and specifically, International Residential Code/ IRC 2009,2011 NEC, and 2012 [CC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c. span along the rail between mounting brackets and secured using 5/16"x 31/d' length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the 3,8-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC Richard,'bWrdoh, P.E. MassachIlietts P.E. License No. 49993 tH OF MgSSgcyG f RIGHARD B. m GORDON U MECHANICAL m NO.49993 ,JPF3/STE.Vo Q- CIVIL S/ONAL E ELECTRICAL ENGINEERING ENGINEERING • e The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical w innovations have been proven to drive down costs and improve installation quality on more than 350 MW of solar installations. r '± Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System ' r is an efficient,visually appealing, photovoltaic(PV) module installation system. Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all - system components have been certified by UL for Roof System in 4 Simple.Steps: electrical continuity,eliminating the need for additional 1) Go to the online Series 100 Configuration grounding hardware.The System's components provide Tool(configure.snapnrack.com) and select an adequate bonding path which has eliminated the "yes" for UL 2703 Listed need for grounding lugs and washers at each module, 2)Identify Site Conditions(Array Tilt,Building and bonding jumpers between splices.The UL 2703 Certification ensures that SnapNrack partners can Height, Roof Type, Wind and Snow loads) provide the best in class installations in quality,safety, 3)Build array in the online Configuration and efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is fully integrated into the components - 4)Place order with your distributor.Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together,no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel.no drilling of rail or reaching for other tools required (One Lug per individual row of modules) U Patent Pending LISTED PV Mounting System 2703 Stainless Steel Nall,Bond Sn..Nrack StarMdrd Rdd SI 'I' sboi Wlh zi P J �^ Snl1 t k Wazhw I Ilk Whs4elil" w"' .a„Spliee lnaert 5 anN J(k ronC hu �ndp NldfN i AtljY5Wile End S GNarktot v/ $pI1CP � FT / 5 1"I f 0.Hnnor yr M d Cln np Basc 4 SnapNratY I., Adluslable Entl en^R^Irack slalnless All 'hJonn9 Net war, chnlr B011inn. Bnnding SlBlnless l�drd'Mdre Wltn BOIt withChannd Nut Split-Lock Washers Split LoCk SnapNratk Sending SnapNratk Bonding SnapNraek Bonding Washer Adluslable End Clamp Mid Clamp Standard Rail Splice `napN Lo, G ound lug IO-EAWG- CPpPer Wire SnepN rack Ground Lug Assembly (ONE REQUIRED PER RO W OF MODULES) SnapNratk Boning Universal k End clamp(UFQ wave '"�'• UEC pun sban -UEC Wedge Stainless Steel Bull with Flat Washer SnapNraek Bonding Universal End Clamp SnapNraek 1 Bonding standeff Clamp gtsembly as SnapNratk serrated Stainless Rubber SnapNraek Bonding - Rubber Steel Flange Not Banding Channel Nut Rain Real, Channel . Stainless Serratetl Stainless­V Nut 7��/ Flange Nut SnapNracdr Stod Flange Boll _. S.Phl'i fJ( 1/ _ Stainless Mill Finish 92 Degree Flange Standoff L Foot ter. Salt SnapNratk SnapNratk All punters, MITI Finish L root Standoff Base(1-dole ,% SrapNreck —SnapNraek Base shown) �:&Y% SnapNratk —. �a L Foot Metal Rover Mill Finish Flashing Base Assembly L Foot Base axis SnaNraek Bonding SnepNrack Bontling SnapNraek Metal pL Standoff Assembly L Foot Base with Flashing Roof Base with Bonding L Foot SnapNrack Series 100 UL Technical Data Materials - 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish -Clear and black anodized aluminum •Mill Finish on select components Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish -All components bonded to ground with integrated bonding features Calcs. & Certifications- - UL 2703 Certification • Stamped Structural Engineering Reports for all 50 States Grounding • Snap Nrack Grounding Lug (One Lug per individual row of modules) warranty - 10 Year material and worksmanship(download full details at snapnrack.com) Snap1\1 rack- (877) 732-2860 www.SnapNt'ack.com NOTES: _��. -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3:PLACE L FOOT -TORQUE ALL S/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S.1D-16 FT-LBS CAN BE MOUNTED IN - S.S.RANGE NUT -BLACK S.S, 7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION -RAILS CAN MOUNT TO EITHER SIDE L FOOT BASE AND UNDER ROW A X L"(OR 1.25") OF L FOOT(UPSLOPE V5 DOWNSLOPE) OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND CHANNEL NUT SPLIT WASHER'oo { N'S.S.LAG SCREW S` HER SNAPNRACK v / WITH�M MAEMBEDMENT STANDARD RAIL i� IS STANDARD .L f SNAPNRACK COMPOSITION-w STEP 1: BOLT L FOOT ROOF FLASHING !\yYF BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASE- /� ROOF DECKING TYR, � I ROOF DECKING TYP- ��- FLASHED L POOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LAW 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 INSTALLATION RAFTER TYP. VAINSTREMt ENERGY COPP DESIGNER: GW ALE: GbkPnaeles SCALE: DNS PART NUNBER: IOESCRNTION: REV "' D R; rya^ �._ naTE — -- 8100 PEN D01 PEN DETAIL 0 RAFTER L FOOT TO DRAFTER C PVMW r4 `::::::..__�...__..___-. (APPROVED DY:_ 120113 r 1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION. USE CARE DURING LEVELING SPACER - SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS -1X J'-18 X 1"LONG -2X A"-18 X 1"LONG ROUGHLY CENTERED BETWEEN ' - SET SCREW t : 'SET SCREW THE TWO PIECES BEING JOINED 1 ti ■. . r i® STANDARD SERIES 100 I� F ATTACHMENTS FEATURE 3"OF I� VERTICAL ADJUSTABILTTY ON in f ALL MOUNTING POINTS WITH THE USE OF 1"LEVELING . . . ! - 10.5 SPACERS 7.5 8.5 THE FIRST INCH OF ADIUSTABILTTY IS ACCOMPLISHED WITH SLIDING DETAIL A - FEATURES BUILT INTO BOTH L SCALE 5:8 _ _ j - FOOT AND STANDOFF CLAMP _ ... .. -; .^ .- _ � COMPONENTS 9 RAIL HEIGHT=7.5" RAIL HEIGHT=8.5 RAIL HEIGHT=9.5' € RAIL HEIGHT=10.5" F00.AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE '@ ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"57ANDOFF T"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE H PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF 0 ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. .a T FOR A SECOND ADDITIONAL _ rep INCH OF HEIGHT t�l ...1. ®-F-, ADJUSTMENT,ADD ANOTHER LEVELING SPACER. USE OF 16 11] � TWO LEVELING SPACERS NOT C -e ( 5.4 F+ TO EXCEED 100k OF 4.4 ATTACHMENT POINTS ON Y I J' 3.4 L-FEET OR 10"STANDOFFS, RAIL HEIGHT=3.4" RAIL HQGHT=4.4" RAIL HEIGHT-5.4' RAIL HEIGHT=6.4" ABOVE ROOF SURFACE A80VE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT PLUS ONE SPACER H PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT MAINSTREPM ENERGY CORP. OESIGFIER' GMCPMeiss SCALE'. DNS PARTNVM9ER: DESCRIPTION: REV --- -- - 5100 DOfi SERIES 100 RAIL LEVELING F 6 : -- ._. APPROVED BY �DAh 120113 SNAPNRACK SERIES 100 ON FLASHED L-FEET _ __ REVSION. FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED SNAPNRACK MODULE ATTACHMENT HARDWARE -SNAPNRACK .. STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD - ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING,UNDERLAYMENT,- AND ROOFING MATERIAL,TYP. SNAPNRACK FLASHED L-FOOT- _ __._-._ ___.__-_ PTI N: REV MAINSTREAM ENERGY CORP DESIGNER: GMG+treefars_ SCALE. DNS PART NUMBER' OESCRI 0 - "" DRAR ER DRyw 120113 S100 D01 SERIES 100 OVERVIEW,ON FLASHED C Ppv K®Ud No gy0000ovL _. ._ - • - 'APPROVED BY. __ _ � • 1 "y�v 'ti .h.. . t �� ' M1h _ s5 5 f�jyr �SAAI A ; M F Yhv t � 43 ir� eYY'* ,}5.,« i r s r s.5 +•9 t.�+x�j#+w n -kytrrr t'r`k : � :M1.�'Y w1F �.'�„f �t't�*at��v«5�N R if�",rr A .e• er i'j " } �1�. t F�ram` 'w (�i�ti2 ro Y Y^rr yy�� �•t�i J{'e.``I y F.�Y 4 "YY II ir,.^F'tP�S�i3 � Y+ x�t f #'� •A-1 �t r. AYga 4„p. .�,}. tgj i. s."'�•' „bf�`"�!!7: 3 +r .r°Y Y }t*+•sY `} ,'x Single Phase Inverters for Norih America so a r= 20, I 5S-rC48-2iq V" At 01,10.1 1 213 24C-2En Val Max LcnTrrwotCL%pL1 Current i 14 art: of A F, v A UNny an'd,in't po.hl Crl Co.hpoape I T— Accoarriffeel Max.CC Jaew,,,,rl 4:00 AfCC 6500 75011 i 9ECG 3Z4C1 )4tOC i V? fgg..... ..... .... . I. ..... Tran yngrquocled, VIk Vdr No.,DC in uttfultage 325 IS 20OV1.35OV7,19v. Ml Input Current— 33 17 LS 201S 33 @ MI 23.5 35 I r. V Ad: 17 740V is 30.5 @ MY Max In ut S"Circuit Current a 10 45 Aar Groun'd Fault lielial Defection 60()knSenl NA SIM 98.3 98 .. .98 99 S,5 97 aC Welghth,d Offic6incy 976 1 98 97.5 ED 208V 97 ell q MY 97.5 —11 1 Jg§a?4RY. i I I-- . I w 4 R5485,R5212,!Ahe,nct,ZI@ll Aj__ STANDARD CDMPLIANCE U.16"c. Part numbers ,.U19l CS'l ' .. . ql y'll can.:mon Standarls IEEEIS47 ,orl FCC partili:Iass R 'SPECIFICATIONSI- I—AW'S 3'ra'.!h'F,.'oou..!r9-3.AWG • DC;I conduit�ize I N of drings 3/4"roll I Is.Irl 1 1-2 1 1,/21.6.A WG i 114m ork-anium 11-2 stonp 14 6 AWG CioneriSlonl;With AUDC Safety 30.5,L2.S x 7 30.5x 12.5 r Y-S 1 30., 1 z 5 ,to M 5 1 5 x Z59 SWItch(HXWXDI 77 .,3.115..17.1. 31.5 191, Innell witil Syffty,5%"rh 51.2(232 24 �rryechDrn rI,(I"ll Col Natural NI 25 5q dBA. .Mir.Mal Don-eling Temperature 13 M r 140 1-25 to.6t,ILAN version.... 40 to•601 Range Protecdort Ill 4DAA in 11—:1-0 1-11' 1:1'n— In IAI 1- w hr ....... In III fl, I'. •rn9I L.I IINIA-11✓,11 PAGE 51 [ffGREAVES POWER DISTRIBUTION CU9AL BUG•BITES' �� SP 00'C Insulation Piercing Connectors Eliminates need for conductor Insulation stripping LISTED No lading required after installation For copper to copper, copper 10 aluminum,or aluminum to aluminum applications For use on insulated conductor only 1 z#+ IPC SERIES NAED CATALOG WIRE RANGE TORQUE CTN EST.SHIPPING NUMBER NUMBER MAIN TAP VOLTS BOL15 FT{85 OTY I WEIGHTtIL.} UNIT 13110 IPC 1002 1:t1-a 2-a 300 1 16 12 2.63 CTN 13102 'IPC 4006 Ale-4 6-14 600 1 13 12 1.90 CTN •+ .ft—It 13106 61111C 4020 41G-2 _ 270.6 GOO f 25 12 Ace CTN 13109 'IPC 2540 250-1 410-6 Vo 1 30 6 4.17 CTN 13113 1PC354a 350-410 Ale-10 ace 1 25 6 4,17 CTN i 13114 IPC M33 350-4/0 35C-41C sea 2 25 6 7.6J CTN 13116 11PC U12 500.250 10-12 JOG 1 25 4 2,85 CTN 13104 'IPC 5025 500-250 250.4 600 1 55 4 4.05 CTN 13105 -IPC5050 500-300 500-250 600 1 75 1 2*64 EA CALITION 13106 'IPC 7550 750.500 son-350 600 1 75 1 2.62 EA use Bug'Bites on %00 Volts.balance 300 Voss fur 480V grounded y systems) insulated cable only! t Nat CBA oer0red Do not install on bare wble- Dual-Rated GUTTER TAP CONNECTORS SP Cu9AL High strength aluminum alloy 6061-T6,tin-plated LISTED 600V 90°C Lay-In designed main Conductor remains continuous Tap parallel or perpendicular to main CD GP SERIES NAED CATALOG CMAIM DR RANGE_ APPROX.DIMENSIDN S IUN_ CTN ESLTffb Pt N_G /// CIJ NUMBER NUMBER MAIN TAP H W L CITY WEIGHT(15s1 CTNUNIT 13110 GP t' IM-2 4-12 SOL 715 5'd I^h �12 1.43 CTN 13118 GP f0 1N-2 VO-12 SOL 1 3'4 I'h t2 1.19 CTN 13119 GP 250 250-IN 250-6 11I:, 1'l., 2.1. 12 2.54 CTN 13121 GP 350 350-41D 350.6 19., Vh 2'1:1 6 2.75 CTN For copper-to-copper, 13122 OP Sao 500-350 530.2 1•l. 1'l. V. 6 3,10 CTN copper-to-aluminum, ws 13123 GP 750 750-500 500-2 2 IF 3'I. 3 2.6 CTN_ aluminum-to-aluminum 'GP2 has sI.N,d scre . O[tlP•inhyltor is recOmm ided for added Wriosi0n protactlan. 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 fINI ! CTN EST.SNIPPING , ' J 11 HUMBER NUMBER CONNECTOR COLOR H W L GTY WEIGHT(15s1 UNIT �'��� 13137 OPC2 Gp2 IYELLOW I'll I 1'r. ---1G 090 CTN I„i++ `i 115 T� 13,38 GPC 10 Op110 i GRAY I'1. :1,. 13140 OPC 250 G1250 I RED 1314 GPC 0 G I YELLOW r•. 13142 50 GPC 500 GP530P530 GLUE r•• 3'�. r'• I 0?6 CTN '' I(/----^'--/ 131N GPC 750 _ GP750 IDIiANGE J-1:1 01; 1'A J U.66CTN "M`OIeaves-usa.com it Heritage Park,Clinton,CT 06413•Phon9 850-664-4505•Fav 860-664.4546 TOLL FREE 1-600-243 1130(Outside CT) Mona Multi Soluflons 4 4p% rk 15 �4 THE UNIVERSAL SOLUTION 151.3 Tor MAX EFFICIENCY Module can bear snow loads up to 540OPo and 25,OW wind locos up to 240OPo MAX POWEVOUTPUT Guaranteed power output 10 YEAR 0-43% PRODUCT:WARRANTY High performance under low light conditions Cloudy days, mornings and evenings 25 YEAR LINEAR POWER WARRANTY lt.cependenfly certified by international oc certification bodies Manufactured accorong to nlcrnutio; cil Ounlily r. Ild ISOand Envijonni--ni Management Sytem Sl,,jncjar(jt 1509001, IS014001 LINEAR PERFORMANCE WARRANTY `6%� TVA-PC05.08 / TSW PA[35,0)C I H� �_:i llvEk �.L SC�U7kJi� DIM(NO OHS OP PV MODULE TSM PC/PA US.98 9amm lIC 245 250 01.3 0,'•3 ON] 01.3 oha �g M<YnucPc.ae.leSepe V..IV', n9'E °C.I GE Y. G S .wcnm..rt.Fcne1 Cv It,11 ..r l..l 772 7101 2NP 758 810 Cfen CLccl'Jcltr.,<e-Vcc { t SnwI CLCNI Purer-n<IA; F2d fl31 8.3J Y.0 P.W MCE�•I�EI6CIfnf3'Im lRj IJI Ill I..) 1!.1. 1.3 y - ti r<I.e<Iimnecre lapCmaFmr FC bPLIo.M•I�Jnra.rn[e ltatvr/m+.cexremenelure a'C: RKIDIGIOAip S)NOCf 76M33O TSM-03S 75MO00 TSM Q65 ISM-25C PC/ra0500 PCJTAOSOE PCRAOSM PCIYA0106 PC/PtMI MoivPLvn F'o«Br 13'J 168 172 J75 178 W AwAmum Pw.a vabge Nl 27.1 $A 9.7 17.6 27.7 ...r.e>mriln. MOMmpm Pcwer Current lA; 6.20 69 6.322 OAI 6.62 9ihnm IN Gp60 cla.l Velruge Po 33.9 36 _w 36.2 MA 5MdCl,t, lr C9nent JAI A68 6.70 6.75 6.53 7.20 Ecr,t Ykv MOI,l I..—.18NIPI.`,MI0irN T—Pirate Wl WInJSpeOB IMA MECHMICAI DATA E SOIMcelk Mulllv7slalllne 150.156mm 161n[ABSI OBIToGanralron 60 K.I6•101 M00W',amenion 1650-T12-40mm W.?S-39A5.1.57 lncneal W0DM1I 19.51g 143.010) Glare Nign lrampamncry mlar glass 32mnl(0.13IncAa) Fmms: 71Twr4�eo glumPtlum allq• - , J-AP' P 6S roles t V f.O RV ES OG'V.(IODIJI E I JIrl 230 PC fPA 01,05 Cenlx/Cnnnecle. PhDic TeeOrobQV Wlib l.Umm`{U.006 igcnei'Ir IODT0mmOPIP,(3P.6 ind.p.MG - .viN TEMPERATURE RATINGS MAYWUMRAITFGS N>mlm IOnroXrg C-P 46-C IL2'CI 0pmBMo0al TBmpemlme -00-•85•C j J' _,_ LemPaomm(Hoeg Moumvm Snlem I0ODV0QIECy (+ ]�- ' rempsuluoeaf<-fnly P— -O,RSR/-C vPlhge 603V DC;Uu x• i• -�- \ T�mporoluls Ctlo;ndect of V>- 3J2F/'C MMr.SPNBa Fu�ABXnp iSA a r5m0>alui9 CaBiOcinnl of 11.: 091716l-C VdbO=IVf .r_-�r-tnO I,iY DJ9]: r l0 veor wnrar�nu r P+r>.c Vl, 25.rr.r I:v::•r 01 v [vCLF !I :JI I mi• 111. 1i7 Vl G C ..v n.v] f n n All INSTALLATION OF NEW ROOF MOUNTED SLIVER STREET* 5.2 kW PV SYSTEM 18 SLIVER STREET SALEM, MA 01970 10 y. ksiNrl/Revlsipns VICINITY MAP - HIPNDN IIAL, NTs 'SITE PmiN`IrRvlmnccr RAVMDND IAMES p]O!>sas'm SELIFFLEFEENT Pro ec.A�Cress' 185LIVFR STREET SALEM MA 019)0 !u p 9 o sca+ o SHEET INDEX r a c a c N rt PV-1 COVER SHEET W/SITE INFO&NOTES oraPlm rN1N: SI aE T THE LETE a !I. to.. °" =NE 'LE PV-2 ROOF PLAN W/MODULE LOCATIONS DRoaosEo .xxw Nc m E Ms T tulE v U11 SOLAR SYSTEM PAT c REnF !E E ols^IT ONa PV-3 ELECTRICAL 3 LINE DIAGRAM 0 o E t E o "P E 'O s 5 ERATTLE,ARE OFFERED ATPIRIOJAETFI STEEL RUPPITHILL "TO ..N REPROF PAIEL o I HIDDEN. w mmE p o "c ANT, LE E F lY THE INSFALL"THIN v.ONS'NOE 11."N AccpPwRIS THENwNSlau,HER Apl^rED U.e4 a muAL EIECIaw SORE EL vmc HATIONAL E.Eawc AIDE ARTICLE NAPN Nwr 9tom lnbrmatiam RETER—LAITEMD IF....HERNIATE E. EP I Ul IF'IF FIT AY ON.11INSInLUTOA ! PRIOR TO ME ISIAL.LnON OF PUTS TTO DATE IO'EO E OW.YE vM10vOLAOS 9FUA�I SHOUR THE OFF ."A TO'ARAL AD ENT PROTECTION AT 1,P.R.IIENT INSTALLATION INHERENT AT 1711 IN ANN V O E .A G :1 .11FLUE ITT A 'Ill 1 PLANES IL E 'n -9" p IIIII PVOLERUPE9CW '9.SAFEIYANDPATIII � PRE IFEBREDHKIN, DE10a DE LINOVT TIPTOE THE I C MOWLES APE PRE111 U.11"I FIT AL, COOaO NtTON LSFFPON f aPIOi TO ME 5YSIENSIA¢I LPTNIF, APLERELAT UILIr:[Tu .lDr LO:NVF"A L.nuUNOF NSIALLA:IONCONINA.,iONSPALL t _ t.T MVERECO STEH NEUTRAL pEn�IYVE uNOJA NEF1IP[µ: C AS NOTIFIED NPEPFOau NGµ X J [♦ WNLNa0AR0 NSTAL aION SERF O OV G C E 1U I.Illy IT 11 LINE THAT OO Yl W O O CV ...Fw 0.Or.YO SAUCI 0 O 50 0 OCt OC O O q TO THEITER, V 3 a� I I V NU H_OF POP REIll B R1 PV - 1 C 9YS 5TO APPROPRIATE BRUT CONAx ES AIR C AL D u N LET ftK.(IFHNlTHE E .. - IL NO AAI,.W NELEL'Ialt VI9rcNr.NSI ,p 'uS PLC BN Ip1 INTEII IHE L0. ENU 5 Ox.DDN BE ANDARDS EU N- IS IBFFE-HA VENCV .CEP (V.6 V N FH IENEPAEAD ��. OLq r @EUEi,V:urviN.I'-.'IS IHPA HAVISIoN CHARACTER POLL IPLAN D-.PLEAD BE FLOSED THAT IOFF EOVwNEm 4NENH SYsuM CHADMIENNTIS 4F.L IT SHIP TO GuwOL DUE TO MAlineuTY OF tON ALENT. malr.wN im.n waa, iw«P:oEwi�lla'x`scr.'.uLLs l�":.:�I'll PEN.Fl,�., E OPbGECSNYU'NNrtMES uEG':I TUEOiL'TxTixpxfppi'enACxuEnrt ;:OI Ni Mi.OILLE SET AP PER'11'c A Ilfn PEN EE.AIIP �M N.' wL.y x'N, 9N1 $C PH OU IB ,Ic _ U F E L 'Lne uEIAYEXA6THE Nk SHINGLES 4_ _ • 1 \ El ETiu $J EMOOO FLASNIN APO fiJ.LANTOL '2 E llol. '�.iae ' MANUALJ3�FVPSGE[4f44 , :FITAP.M000LEAe TO L NOT :.9.-• _�— — x KININ FJlISu10 MPTER EMCEED PEAK HVIET) ,.`THI To";IN.I; AllN fpP:AN E-All—�EraowoP {TATTAC4MENiA Cl1P DETAL pE1w14� TPV MOIT LEA TTACHMENT ON ASF'l1ALT$MINGLE kOOF TIHEIGXT FROM CROIINO LEVEL TO PEAK OF ROOF j.15c>LNNOI ru[ n LE xJ�i�sVLE Al xo,loscnlL AGTNAI.HEINLE GIFI_rv.A011., III IRe—Ens P olpet T U Piv P GIION ein RAYMOND LAMES IkkO4CETA 1.11"A { ij i II1 J ti/ P.,,.AjdlAkG R1 '+1+ 1IPn IS SLIVER no ego o•T �T b DLaNIN T 1. �iTr� M i —III aIF PEN 1LL{, y it l J 9' PROPOSfU S2'aW o }"1�' / • y • • 50lAP SYSTEM I. m 6 CNI a+Inblmal on co aM % �5x'i 11Fa ri T T s '"'w> III IIIA11 ITTITULTAlN Ill NAG P OD M oc AN LTOLE�x,_ svnETAl.oVA Al sIALIETEINACCVNUPNCE WITH THE 31A ON op U L i c Rn.N. Sh IT o1-11 All NOI)IIIIIII IIAuHGN. q ROOFTOP SOLAR INSTALLATION ONLY FV ARRAY ALL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE A6tAV SCHEDULE SYNBOLLEGEND PLUMBING SCHEDULE EOOWMENT SCHEDULE C•+ �LL � ` a ® . ATORKETL6wuo5i NYTTIETON UN III I E '0'Oro E.A tn. "l;nu vESFO o A ET nIll lP TY saa+ EC o zn Tx rvA 16U M�E4D1'p1150.1 f'/••I M TkEILATKIIn -AI ENPAT E ®RED..I TKII TIENTING ooudus OTHER 03STRUCTIONS LOCATION ION IJ — o GGGICIAN�ETeameE gIN F C E ` -s <nILT 11D.5 vV�.l.Ir I)THING Ill AT INCIPIENT THING o L ® a�[fc UU EEnf.aGEn. HEIN I Z,JTNw 1 NET I. , i OEE . ( fn e . .";•I.v e. All Englncer l Lool Holder: Charles P Bonicker Trinnv HeCling B/dr, mL0RATrINI spmr .OEM. r----- ------ 22TI AlloC.Aotl Rd.Wxll,NJ 07119 S MVII N,[D,V XV Va eX 3 gAVAYS ENTER SOLM MODULE 30.1vOw SW/I SOUF NEC 690-]e 00i8/S AO[Mp)vfv L�vING � _____ ______ 8'x8' _____ _ ______ ___________________________________________________________ \ 19T HIEDVE[O MO VV YSIx SS rani-.i•9 vnrm JV--A CN 5[S _ F -- C JDxcn0x _ ED Ix4D[]NRmOIt RO% I I 1 r I I / I I I IEAREAd I Revi9lOnx I I I I I I x0 I'LL(RETAIN DATE I FrOfOCI TRIO- RAYMON D.IAMES ARRAY CIRCUIT WIFUNIII iRi rvlrvgE 11u101 15<Pv1 CO my uES wrTx]Or.x[c I CSC,RfBREAALIE PfO eq Atldrces' ID 2A M ABLE OWESI ElPfL1F0 AMOUNT TEMPERATURE BASIC W EpSPNC 1./2 NM CABLE I TEMPERATURE ER ENREE TMINUBE FOR MEAN EXTREME DRY BOLT Iy1/210V r�/ 2.OV Iq 1 IE NPEP A TU RE GOR AgIRA[LOCATOR MOST SIMILAR i0 MTlltt M TIES,MMN BA A. 11 IS SLIVER STREET INSTALLATM UICABM. LOWEST EXPECTED AMU NT ETER tCOA RUBBER SALEM,MA019ID INN� f 1I)HISHEST CONTNVWS AMBILIJT MUPERTI ARE BASED L� j RAE x WES^NW1N xS DAY DOW of I DmWln TtlIN. 2MPERANRE OR BMRALOGTCN ILAR MOST SU TO I INSTAll LOLAMON HIGHEST CONTNVWS TEMP- GOq DISLMNFtI NSEO > - -_J w/Wn FA 1 PnOP0SED i.2kW GAWPED W/MEIN ppQUpER BOn UNfUSF➢ SOIM SYST[IA ].)2W5 TEMPERATURES PE NOT qEX NE LS 29 INDIOGNTHE RREnI(ER lOgp CENTER Ehp 0el ECl STATES RUN r NOT EXCEED IS 91'C IN THE UNITED LESS STATES(PNM SPRINGS,CA IS 99.I C) Ip(LESS IXEN Re lu 2WV 1 qOV 1A Symms� D OBTAINIn10111110n G CURRENT-CARP I'd CVNDVCTORS IN A � l- RUI RWF-MWNIED 9JNL11 COHDWI Ei ILAST OS'ABOVE - ; Ir ° 1 - `) - ♦ wlxc DPn. RWF qXp VSML ME OV10WR pE51GN 1EMPERAIVRE L OF.TC OR LESS(ALL OG UNRED SUES). rE--J 9.)PIO OVATMC POWEN SY5TEM5 SHALL BE r--- -----_1°I 1vl _ .1. ' F N L"do,rhf.odBTDni Y REARITTEC TO OPERATE MM UNGROUNDED -� C(�E GPJ inTR�wSIf v.Sl:n S,3FW PN OTOVILTPIC SWRIE AMID WTPNT 1IRWIT A5 PER ({}�,� --- -------'r + n+vn+A 1 1 RED 690.3 5 Y E PSUNG NAIN PELTIER OUR /w\ SWgRE D SQUARE p t-------J YDi ei M.0111r LM1'U. 1I 1.)1 EQUIPMENT INSTALLED WTODORS SHALL NAVE 1 CENTER INSULATED LINE TAPS fVI PN. D222N ON. p222Rp ---------J nlovm;fusm. IeI'll A MEMA]RATNO, = INSTALLEl ON MAIN FEEDERS _ :O tIINIn, e EC 690,6C � nle n l�In mmvA ORSBF O0.CV RRExi CARRYING RR VINO IAITYNEUR RECVIRED CM.Ill ( Ad.."),PER STRING 1 AM1VVA rvP Ei vd [xE<c9o.ele¢n) Os.DD•Lxs),- IeosA A' PO,OEAA2O AMPACRA VU cAITONs .Dr.,HOUR:55e, TEMP DONATED TAOM0 76 ,E LM 1rsu)xn nnvs 09 RACEwnY[BERATED2 CCO: M qcL N6. SM1La, (EO•.TGJIdO-]OADA ]IUDE=18.25A THEREFORE WERE LIE IB VAIID A REAR,"I"IIIIII of oe Tel AC REODIRED CONWCTDR AMPACItt 11, IN x].COA•1.25-20.15q i/r en�T w/Tnav NYAN.I t-PavTxw- RNG CO.EEAAnB 13ACHY l. :MTN'/iAI0NE,:- U AMBIENT HEMP. Joe TEMP BURNING AD A AM 40NAl CIRATNC ]CCC N/A 10 .0 0 _ AU 2 .A Ble Fo ATE AC WINE SIZE IS VPLN I Y Cq C LATI MFO0. VFRNRRENI PROTECTION C uX vl Vma°�m OP TZ6.o5 No TOTAL INKRTEX CIIRRENi 2100q Twl'd' 210CM1.25-2B.75A -->ADA OIERCURRENT PRORCTION IS VAVO !M.NU UI-o..J 1v)-I'l Jr/n 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 July 25, 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 2x8 at 16" o.c.with 4'-3" &6'-2"span(horizontal rafter projection)to knee wall. This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 27 psf snow live load (45 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of Proposed installation: Residence of James Raymond, 18 Silver Street, 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'/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 yours, Optimize Engineering Co., LLC Richard rdo , P.E. Massachu tts P.E. License No.49993 H OF,yy�SS 2 9c � yG F RiCHARD B, N O GOROON m{ MECHANICAL y NO.49993 P PIS, RAG` ��- ELECTRICAL CIVIL ENGINEERING ENGINEERING