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83 TREMONT ST - BUILDING INSPECTION (2) . GK 3-7 q q q q ro The Commotneealth of Massachusetts CITY OF a a Board of Building Regulations and Standards SAL.EM ''s, 111 Massachusetts State Building Code,780 CMR . -��,•wy, - Revised-b/ar 2011 Building Permit Application To Construct, Repair, Renovate Or Demolish a O One-or Two-Frnnily Dwelling This Section For OPfici se Only NBuilding Permit Number Date pplied: Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION L I Property Address: 1.2 Assessors Map &c Parcel Numbers (\ 83 Tremont Street Salem, MA 01970 L 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 to Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L a 40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public❑ Private❑ Check if yes❑ Municipal ❑ On site disposal system El SECTION 2: PROPERTY OWNERSHIP` 2.1 Owner`of Record: Joseph Stasio Salem, MA 01970 Name(Print) City.State.ZIP 83 Tremont Street Salem MA 01970 617-817-9267 No:and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK(check all that apply) New Construction❑ Existing Building ❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accesson- Bldg. ❑ Number of Units I Other t(Specity: Solar Brief Description of Proposed Work`: Install 2.08kw solar panels on roof.Will not exceed roof panel,but will add 6" to roof height.8 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Estimated Costs: - Item (Labor and Materials) Official Use Only L Building $ 1,000 L Building Permit Fee: $ Indicate how fee is determined: �. Electrical $ 6,000 El Standard CaWrown Application Fee ❑Total Project Cost'(Item 6) x multiplier x 3. Plumbing $ 2. Other Fecs: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ - Su m ression Total All Fees: $ Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ 7,000 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30/17 Gregg LaCasse I.icense Number Expiration Dale Name of CSL Holder List CSL Type(see below) U 20 Patterson Brook Rd. Unit 10 No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu. ft.) W.Wareham, MA 02576 - R Restricted 1&2 Family Dwelling Cilvi lb e,ZIP . ' M Masonry RC Roofing Covering, WS Window and Siding SF Solid Fuel Burring Appliances (508)291-0007 1 Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170355 10/12/17 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.ZIP 'Iele 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 ._.......Nf No....... _.❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Tom Blumetti to act on my behalf,in all matters relative to work authorized by this budding permit application. Please see attached letter. 10/23/15 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 at this application is tru orate to the best of my knowledge and understanding. Tom Blumetti ' / 10/23/15 Print Owners or Authorized Agents a ec ronw 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 wvrjv-nwss. pv/ Information on the Construction Supervisor License can be found at wvvw.mass.gov/dns Z. When Substantial work is planned,provide the infonmation 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: I, Stasio, Joseph do hereby grant Trinity Solar the right to sign on (klnmemoneis'Jnme) my behalf in all matters regarding the permit applications through the township of Salem for the installation of solar panels and all other related work on my property at 83 Tremont Street . Please accept this (Si,-IAdd—) 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. nce I 83 Tremont Street Ho wn t Street Address Stasio, Joseph Salem MA 01970 Print name City,Stale,Zip Code Phone Number DATE CERTIFICATE OF LIABILITY INSUPANCE _0/2 Nf/DD,v1 Lam" 1CJ29j2U:1a I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE ODES 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 PEFRESENTATIVE OR PRCCUCER,ANC THE CERTIFICATE HOLDER. ' I IMPORTANT If,he certrfsale holder Is an ADDITIONAL INSURED. the poilcy(!es; must be endorsed. If SUBROGATION IS WAIVED suhject D, She terms and ccndiucns e+it.e olipr p certain policies may tea ui re an en do rsemehi. A statement on this certificate does not confer ngnts to the I certificate I101eer in lieu or such endorsement(si. PRODUCER CONTACT Barbara Hayden NAME: O T_TTMAR AGENCY PNOnE I. (732)462-2343 uc Nul-I�32;790-84-.4 7e Court Street 2wLN1 -bahayden@dittiaar:-v-urance.com SiAfPORORrC-0OYERAOE--- Freecc'_H - u7128 INsuRERA HLI-Geriin America Insurance INSURED wsURERe Ncrt2: River Insurance Dom an. Trinity Hc_atinc E Air Inc. , DBA: Trinity Solar INsuRERc ,lcyd's, iondon BPTP Future Holdings LLD INsuRBRD: 2211 Allenwood Road INsu E: Wall TwpNJ 07719 INSURLaiF: COVERAGES CERTIFICATE NUMBER:2014-15 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEC TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOICATEO. NOTMTHSTANDING ANY REQUIREMENT, TERM OR CCNOiT10N OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES OESCR16ED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONCITIONS CF SUCH POLICIES.LIMITS SHOWN MAY HAVE EEEN REDUCED EY PAID CLAIMS. INSR TYPE OFINSUFANCE PWCYEPF POLICYESP POLICYNUMBER LIMITS GENERAL LMBWTY EACH OCCURRENCE a 1,000,000 X CCMNEPCIAL GENERAL LIABNN DAMAGE PDREH'. REM 5001000 A. CLAIMS OCCUR GGCC000065614 1/1/2014 1/1/2015 RED EXP(Am/one Person) S PERSONAL dADVINJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE UNIT APPLIES PER: PRODUCTS-COMPIOPAGG S 2,000,000 X POLICY PRO- OD $ AUTOMOBILE LIABILITY ec endNGUE U.IT S 11000,000 A X ANY AUTO BODILY IWURY(Per p Nwn) S AUOWMED SCHEDULED C000065614 1/L/2014 /1/2015 BODILY IWURY It xrdd.rd 8 AUTOS AUTOS HIRED AUTOS ANONWDMED E ; UMBRELIA leo UTOS fp�sopfiftrvll OCCUR 1NDBR11012014 1/1/2014 1/1/2015 EACH OCCURRENCE S 15,000,000 H X Q� SUAB CLAWS MADE AGGREGATE s 15,000,000 DIED RErFMIONS [.1RIVER11012014 i/1/2010 1/1/2015 Umd�uf Sl0,Da0,000 S $15,000,000 A, WOR110iRFS CDMPENSATIDN WCSTATU- OTH- AND EMPLOYERS'UABILITY ANY PROPRIEtOwPAfnNEtt1E¢tUtryE YIN EL E1Cl/AGCIDFNT S 1 .000 OOO DF'KFi"W NH)EXCLLIDEO+ MIA E101SE15E-EAE,IPIDYE S 11000,000 orh6 tmyfo NH) 00065614 L/t/2016 1/1/201i IryeA UsvatbP antler DESCRIPTION OPOPERanONS Debut E.L.DISEASE-POUCY.UMR 8 11000,000 C Errors 6 Om3.SalOns GX"=201402 /30/2014 /30/2015 per Orarence $2,000,000 Pollution Liability A�regate $2,000,000 DFSCRIPTON'OF OPETNTIONS l LDDATION$1 YENRLES(ALbeN ACORD 10t,A44itionel ReTAMA Sctle4ule,T more aW PD u laqulrn4) NJ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE - THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN Trinity Heating & Air, Ina, ACCORDANCE WITH THE POLICY PROVISIONS. T/A Trinity Solar 2211.Allenwood Road AUTHORIZED REPRESENTATIVE Wall Twp, NJ 07719 i Barbara Hayden/BAH '��-�--- ACORC 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025_20,005iai The ACORD name and logo are registered marks of ACORD T��e CuFn�,vi), -1 ofiViassachtise.r.ts Departmew or I 3osioep, MA P2 114-201 It Cr. a it jwer.ilf on c rijetof s/F iect,tcia ns,Ttu M berx_ f D 89 F I L,H D V,I TN T'll I' PE R WI IT I<C t,1 1 MOR I I ku-irit-o vanizanw, indi,idvV,,: Trinity Solar A 2211 Allenwood Rd. Cit7j"State,'Zip: Wall, NJ 07719 pi-lone 4: 732-780-3779 Are You an laapl.ycr'check the appropriate bill: Type of project(requiredo I Z I am 2 employer with 300 employees(Al0and/or pan-u.cl 7 [] tNew consauction 2.0 1 am-sob,proprietor ci-padremh,p and have no c.plv,vV,walking for meal 8- C] Remodeling any apacie, [No workers corap, m-sarareV -eqV,Ted.l 9, 0 Demolition 3 1 an abomecolner dicing all work myself HNQorkers comp insmance required. 10 E] Building addition 4❑1 arr,a homeowner and will be m1mv larlaactor;to conduct all wok an aiy prupean I will I I X-,11 Electrical repairs or additions ensure that all I CC mmaQ,5 either have workers'collipoJiNallun mu;,ince or are sale sai proprietors with no employees. 12.E]Plumbing repairs or additions 5.f'l I am a general contractor and I have hired the sub-contractors listed an the attached sheet. 13.[:]Roof repairs these mits-comiroclom have employees and have workers'corn, insumncc.= 6 FlWeare a corporation and its officem have exercised their right of exemption per ibIGL c 14.C]Other I?2,p III).and we have noemployecs.(No workers'comp.insurance aywred.l 'Arty applicant that checks box 01 mij.qt also Fill.,it the section below siaDwrig their workers'compensation PoitcY information_ Hoommotas who submit this affidavil,mitcating they are doing all wore and than hire outside crarrictors must submit a new affidavit indicating such. Contractors that check this box must dtachVJ an additional Over showing I;,name or the sub-contractors and state whether or not those a,nries have ariploycog. Irdhe sub-contractors have employees,they must provide their xorkcrs'comp policy number. I am an employer that is providing workers'compensation insurancefor my emphyce.s. Below is the policy and job site information. finsurance Company Name: 7-,� 1)1'741nd-te-14 policy 0or Self-ins.Lic.9-—,EW6CCmLqyAU5�/Y Expiration Date: Job Site Address: 83 Tremont Street City/State/Zip:Salem, MA 01970 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under NIGL c. 152,§25A is a criminal violation punishable by a fine tip to S t,500.00 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 forwarded to the Office of investigations of the DIA for insurance coverage verification. I do hereby Gerd y under the pains a effal, o peri."rythar the information provided above is true and correct. —f;P I Signature---t-49 wxa?�111 Date. 10/23/15 Phone..4: Ofjicial use only. Do not write in this area,to be completed by chy or town official. City or ]-own; Permit/License 0 Issuing Authority(circle one); !.Bon rd of Hattith 2. Building tiepartment J. City/Town Clerl, 4. Electrical Inspector S.-Plumbint!Inspector 5,Other Conlati Persons phone 4: �,�'Ge �G%yJ'LfY�'LdYLLL�G?CG t2 CL2.�CL(i GLGIG���l Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Corporation Expiration: 1 011 212 01 7 Tr# 271078 TRINITY HEATING & AIR, INC. TOM BLUMETTI- -- 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card.Marl:reason for change. SCA1 {; 2Dfi-05il1 Address 0 Renewal rl, Employment Lost Card ��e rpt+i�umwrroeCrtlH Q�Eb"�GdiM�uxzG/d ofricc or Consumer Affnirs&Business Regulation. License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: IF Registration: 170355 Type: Office of Consumer Affairs and Business Regulation Expiration: 10/12/2017 Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 TRINITY HEATING&AIR,INC. 20 PATTERSON BROOK ROAD U WAREHAM,MA 02576 Undersecretary I Not va id without signature r L' v "i ylG-i7CL'L'Clleli Cff `, '/'(6--.1C7d?//✓P y Office of Consumer Affairs dnd Business Regulation t0 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card Expiration: 10112f 2017 TRINITY HEATING & AIR, INC. GREGG-LAGASSE - --- -- — _ - 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card. Mark reason for change. Sea i c; eoM-osn i j Address JI Renewal ❑ Employment Lost Card !"71a rCamssrituroXi���o�9GLtiaJ�tC�Frfar WRegistration: e of Consumer Affairs&Business Regulation License or registration valid for indiv'idul use only ME IMPROVEMENT CONTRACTOR .before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 170355 TYPO 10 Park Plaza-Suite 5170 Expiration: 10/12/2017 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE 20 PATTERSON BROOK ROAD U --_- - ---- t OUEV WA.REHAM,MA 02576 `enders creta Undersecretary N 4va "theut 9i Suture CS-103631 ce r. GREGG LACASSE 14 PINE ISLAND RD,. - .� MATTAPOISETT MA, i r Expiration Gam' miss:oner 0 813 0/2 0 1T i 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 II 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 the components ` c,w'' ..: e4 SX• m ems" aai �' • Rail splices bond rails together, no rail jump- ers required • Proprietary SnapNrack grounding lug snaps 4 �* . : 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 e U�1 S integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.com/resources Design configure.snapnrack.com Where to Buy snapnrackcom/buy Snap rack- Solar Mounting Solutions OJt 'vh Stal l¢Sf 5120 $n.pN -F 13 and�'/ S ,t h"k u a o,.,l RaJ It v �r I[ H .ell SPI t -.rt FN k .rtlur� r_napPl a[k unmP rao B S ¢: n � rind. ��1/ S npN •Boml J ��5 tlFr'4 rk / ea d r9 . �MIJ IMI pN -End / G+ml tonal neC CINnp Baltom �Sna a fief rv�E plt-0 4 h sM1erx >PP[LOCrt Snarack Bonding SnapNack Bonding SnapNrack Bonding %%asM1er Adjustable End Clamp Mid Clamp Standard Rail Spliso S,xpNrad. J i�niind I.uJ li.U J Copper Ware - SnapNrack Ground Lug _. Assembly (ONE REQUIRED PER RO W OF MODULES) napNrack Bon Ind Uni xal l Entl Llanp EJEC)waee� ' 1UE, Atli Strap s �UEC W^dye sta -Steel Bolt ' 'A 1tl1 Flat Na4,ar IF If SnapNrack Bonding Universal End Clamp SaaPNrack Sandler, star o l Cle" Assembly S.Prenek-aA Serrataf5lmnlaA-,� ^'Sn°pMrMk eSnnFMrac48ondln:.l nubber Slael Flan a Nut Bdrdln§ \'-hannel Nut - RalnCoiar - :nennPl r ` 1 S Sleu Nut �f FI �u1 Ste.. @41 FlengP sett edt SnapNrack C lass SMnnsl Riush �.. 4=Dogma Standoff L FOFt Bar 'I Plvrac:: SbpNroek nllpurpcse Standoff Lr t ste dote Base he.) _ °mpNrxN > PJ aCk BST SheWn) ul Mill F aIk -Font M 1 14oaf MITI F h FIexM1,g B A-seer Pk Poo:Sasp SnapNrack Metal SnapNrack Bonding SnapNrack Bonding Roof Be..with Standoff Assembly L Foot Base with Flashing gentling L Foot SERIES as TECHNICAL DATA • 6000 Series aluminum " Materials • Stainless steel • Galvanized steel and aluminum flashing • Clear and black anodized aluminum Material Finish • Mill finish on select components • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification Calcs.&Certifications • Class A Fire Rating Type t and Type 2 modules • Stamped Structural Engineering Reports for all 50 States Grounding SnapNrack Grounding Lug (One lug per individual row of modules) • Irtegrated bonding components Warranty 10 year limited product warranty; 5 year limited finish warranty 877-732-2860 www.snapnrack.com Icontact-d)snapnrack.com IlP'rur, i : ,n Iny -- .. GI . All rl SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION' FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSMON SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED �rrn =TMLTLIIlLIT = SNAPNRACK STANDARD RAIL. d ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS❑ ROOF SHEATHING,UNDERLAYMENT, i AND ROOFING MATERIAL® I CCTTTTJTTIRIIia I I IIIEF I I I 1 i_ 1MAINSTREM ENERGY COFP- DEBIGNER: GMCPhtwars SCALE. ® PARTNUMBER', DESCRIPnCN REV .sr�e'rNP �� "° " " " '" DRAFTER D Rr=^ 5100 D01 SERIES 100 OVER IIEV ON FLASHED C „<„ r l •R10W noty.6W'li+. mom...- ._..'.'"--, APPROVED BY: DATE: ® L-FEET REdIs10M. SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK c: STANDARD RAIL ROOF SHEATHING,UNDERLAYMENT, 1 AND ROOFING MATERIAL® ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURUNS I'[TTT 0 Tnr=1 F pmrnT7Timn�rrtrmrtTn cnU �T MAINSTREMA ENERGY CORP, DESIGNER'. GWPNe.i SCALE: PART WMER'. DESCRIPTION kwv' DRAFTER: 0RY- fm 8100 D02 SERIES 100 OVERVIEW.ON STANDOFFS F TV Hall . DAIE. APPRGVED HT SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION NOTES: -STANDARD LAG BOLT SPEC ASSUMES 5/16"LAG BOLTS WITH 2.5" EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS -TORQUE ALL-j"HARDWARE TO THE FOLLOWING: ROOF RAFTERS OR -SILVER S.S. 10-16 FT-LBS STRUCTURAL MEMBERS -BLACK S.S.7-9 FT-LBS RAIL CAN MOUNT TO EITHER SIDE OF POST(UPSLOPE CI]DOWNSLOPE) -FOR UNEVEN ROOF SURFACES, USE -SNAPNRACK MODULE UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG FOOT OR STANDOFF.SEE DRAWING ;� (NOT TO EXCEED 300 "STANDARD RAIL LEVELING"FOR OR MANUFACTURER'S DETAILS AND LIMITATIONS L1 RECOMMENDATIONS) MODULE OVERHANG-� 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) (n� n� MNNSTREAM ENERGY CORP. DESIGNER: CWPheW.$ SCALE DNS PART NUMBER: DESCRIPTION• REV I Q\JpQ� '"" F "" DRAFTER_ DRyan 8100 D05 SERIES 100 TYPICAL'LAYOUT F IrL4 aiB� APPROVED BY: DATE: 120113 - 1X SNAPNRACK -2X SNAPNRACK LEVELING RE✓I:uiv USE CARE DURING LEVELING SPACER SPACER - INSTALLATION TO ENSURE THAT THE SET SCREW IS -iX ,"-18 X 1"LONG -2X pE,"-18 X i"LONG ROUGHEN CENTERED BETWEEN B THE TVJO PIECES BEING® SETSCREW SETSCREWINEU '7 - STANDARD SERIES 100 ATTACHMENTS FEATURE 3"OF o VERTICAL AD1IUSTABILTTY ON r ALL MOUNTING POINTS WITH �HE USE OF 1"LEVELING OID Clio SPACERS ® ® THE FIRST INCH OF ADGISTABILITY IS ACCOMPLISHED WITH SLIDING -DETAIL A - FEATURES BUILT INTO BAYIH L SCALE 5:8 FOOT AND STANDOFF CLAMP COMPONENTS RAIL HEIGHT Q7.5" RAIL HEIGHT f--B.5" RAIL HEIGHT F9.5" - RAIL HEIGHT��0.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE r;ABOVE ROOF SURFACE ABOVE ROOF SURFACE i ABOVE ROOF SURFACE HEIGHT ADLUSTMENT,ADD 7" STANDOFF =7"STANDOFF 7"STANDOFF y 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER I PLUS TWO SPACERS OF SINGLE LEVFLING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 30LJ OF ATTACHMENT POINTS ON L-FEET OR 10' STANDOFFS. N _ n i FOR A SECOND ADDITIONAL INCH OF HEIGIhIT a ADEUSTMENT,ADD ANOTHER r LEVELING SPACER. USE OF r - jRNO LEVELING SPACERS NOT ' I, - 'fi i� TO EXCEED 100 OF FIL _ - ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. r RAIL HEIGHT EB.ET RAIL HEIGHT C=ICI e RAIL HEIGHT C15.LY > RAIL HEIGHT CJ5.Q ABOVE ROOF SURFACE _=ABOVE ROOF SURFACE I ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT `' ONE L FOOT E PLUS ONE SPACER " PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT MAINSIREA ENERGY CUR DE IINCR 0WPne .rs SOH-- CEZ'� PART NIJMRFR DESCR PTIDN REV J��t�Y t- " -• DRAFTER DR' S100 D06 SERIES 100 RAIL LEVELING F uAIE �� ' kF VI'oIGN USE TILT KIT OPTION FOR INSTALLATIONS THAT REQUIRE MOOUI FS TO BE TILTED .� ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO C5 DEGREES ABOVE ROOF SURFACE t_ USE OFANTI-SEIZE TILT HARDWARE IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: ®" STAINLESS TO STAINLESS HARDWARE) WITH STANDARD i ENGMEERING I REFER TO 5100 TKT SERIES 170 TILT KIT TOOL FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION BY e SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF 1 RAIL STANDARD MODULE INSTALLATION SNAPNRACK •I MID CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP OF STANDARD RAIL SNAPNRACK CHANNEL NUTS, TORQUE TO 10-16 FT-LBS WHEN !, 4 SNAPNRACK L-FOOT USING WEEKS.WHEN USING ALL-PURPOSE OR SNAPNRACK BONDING CHANNEL ijl L L-FOOT COMPOSMON NOTES: NUTS,TORQUE TO 14-16 FT-LBS. WEEKS ARE NOT REQUIRED WITH -TORQUE y "HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS. -SILVER S.S. 10-16 FT-LBS �. t - BLACK S.S. 7-9 FT-LBS I- - REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT X 1"(OR 1.25"j 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 RDINTS BETWEEN L-FEET AND SNAPNRACK STANDARD RAIL SCRAP PIECE - FOR LOWER TILT APPLICATIONS SEE"SERIES 100 TILT KIT 0-15 DEG" -SNAPNRACK RAIL COVER CAN BE USED TO COVER CHANNEL IN REAR TILT LEG MAINSTREAM ENERGY CORP DESIGNER 0mcPheeters ECAti DNS PAPT NUMBER DESCRIPTION REV SNNrrc c - • -, ORAR-R D R,, SSOD DIO SERIES 100 TILT KITS 1045 NIT DEG WITH L C M?vzv ftwhP,� - APPROVED BY E'41h 120113 FOOT MOUM7 r aE+131�F. USE TILT KIT OPTION FOR tNSTALLAT IONS THAT REQUIRE MODULES TO BE TILTED �\ ABOVE THE EXISTING ROOF SLOPE 4 SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO 13 DEGREES ABOVE ROOF SURFACE ON STANDING MAX LENGTH: FE" ' SEAM MEDAL ROOFS WITH STANDARD \ SNAPNRACK V USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING ' RAIL STANDARD IS RECOMMENDED(PARTICULARLY FOR . STAINLESS T'0 STAINLESS HARDWARE) REFER TO S700 TKT SERIES 170 TILT KIT TOOL FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT LIT INSTALLATION BY SNAPNRACK CHANNEL NUTS, SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF TORQUE TO 10-16 FT-LBS WHEN L CHANNEL NUT MODULE INSTALLATION USING WEEDS.WHEN USING SNAPNRACK BONDING CHANNEL -, "X 1" (OR 1.26")S.S. BOLTS NUTS,TORQUE TO 14-16 FT-LBS. WITH SPLIT LOCK WASHERS WEEBS ARE NOT REQUIRED WITH BONDING CHANNEL NUTS. CUT REAR TILT LEG FROM SCRAP OF STANDARD RAIL + NOTES: SNAPNRACK WIDE SEAM CLAMP -TORQUE " HARDWARE CO THE , ^Nf '' MID CLAMP ASSEMBLY WIDE OR STANDARD BASE FOIA OWING UNLESS OTHERWISE NOTED. -SILVER S.S. 10-L6 PT-LBS-BLACK S.S. 7-9 FT-LBS- REFER TO ENGINEERING CHARTSy FOR RAIL SPAN BASED ON MODULE f5" FLANGE NUT TILT ANGLE,WIND SPEED,AND SNOW LOAD I SNAPNRACK L FOOT ALL-PURPOSE - BACK SUPPORT"LPG"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 DEG" - TI5"X 1"(OR 1.25")S.5. BOLT -SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER USED TO COVER CHANNEL IN REAR TILT LEG _ WINSTREAMENEYS DESIGNER GWPn=sles Sr ALE PART NUMBER OESCRIPTInN REV I�P xk- DRAtIER GRYa� DNS 9100 D11 SERIES 100 TILT KTIS 10-50E0 SCAM APPROVED 2Y D4I F: 120113 C;AIaP MOUNT NOTES: REVISION. -5/16'l LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBEWRAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS CAN BE MOUNTED IN S.S. FLANGE NUT -BLACK S.S. 7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION 5 -RAILS CAN MOUNT TO EITHER SIDE A X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) L FOOT BASE AND UNDER ROW OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND s`1' CHANNEL NUT SPLIT WASHER r ` 10, r ''-p, �• - - ,,,•� T55"S.S.LAG SCREW ` WITH FLAT WASHER SNAPNRACK - 2.5"MINIMUM EMBEDMENT STANDARD RAIL IS STANDARD SNAPNRACK COMPOSITION ROOF FLASHING I°;� STEP 1: BOLT L FOOT BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASE ROOF DECKING TYP. ROOF DECKING TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WAH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING I UP TO TWO LEVELING SPACERS AS - SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. 1 ??� WINSTREAM ENERGY CORP DESIGNER: 0 AcPheetao SCALE DNS PART NUMBER: DESCRIPTION RN 511�r k\�mC SLl 1. DRARER B Rya 5100 PEN D01 PEN DET AIL 01,FLASHED L 1-001 TO C r F Y 921gurr4lN( ftS zBN7 _-:* ..,. -.:. °"" APPROVEDUY: DATE. 120113 RAFTER 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 HE USED TO SECURE RAILS OR DIRECTLY SUPPORT SOLAR MODULES TO DETERMINE BOLT SIZE ADD WTLH MODULE CLAMPS 1.17"TO THE"STACK"ON TOP OF THE CLAMP(X)AND ROUND UP TO NEAREST�`BOLT SIZE L TOOT OR SIMILAR TILT _ BRACKETS CAN BE ATTACHED LO THE TOP OF THE CLAMP AND PROVIDE A MOUNTING POINT FOR RAILS OR OTHER 3: BOLT IS STRUCTURAL MEMBERS TIGHTENED, SECURING CLAMP AND L ❑TORQUE BOLT 1 FOOT AT THE TO 10-16 FT-LBS SAME TIME "X., SEAM CLAMP BASE (STD BASE SHOWN BUT INSTALLATION I OF WIDE BASE IS • --. SEAM • * 9 . IDENTICAL) CLAMP _ ._ CAM 2: OPEN i CLAMP GETS I: INSTALLATION STARTS SEAM. LOWERED .5 NP' WITH CLAMP IN CLAMP ONTO SEAM OPEN POSITION THREAD WITH BOLT LOOSE INSERT 1 2 3 ❑ �(� MAINSTREAM ENERGY CORP. DESIGNER: GMCPI�eelers SCALE'. DNS PART NUMBER: DESCRIPTION' kEV (N9�ni �ft�Gw' " •�••m - -^ °" DRAFIER D Rva S100 PEN D04 PEN DETAIL 04.SEAM CLAMP F DA?E. 120113 �L�ID181',(it�§iSlNot4SL^e. •• •.•'•:f: =�::` :::•:'"�': APPROVED BY'. sx a ap 71, '4 o `{' GA AY NI GTi Q. R a2 solar p SolarEdge Single Phase Inverters o ' For North America _ e SE3000A-US i SE330OA-US ' SE500OA-US ; 8E5000A-US SE7600A.-US i SE10000A-USi SE11400A USOL i .� p^ •�.�'" fit. �,. '" r '.. �y5�'y}`���., � * r �" '"t. �x '^� $4"*�-. L �L r prurra xi ,. b 3tt tY .>*.. xp ' ' 4° UV lea a� -24 , rq a. jib ( I Y k 4A1 $ ..��� ....w•.4.r. B. Y• A �.� tr�; k {t,q'�Y� y MW "Y'l'�C3: `l �y�;ep t�Rt 4°: i _,! " '� '� . . T:91- �" ,�..:4�' <� "�-s° a. ✓h' x a 9",A% ev.. '. . i`C r . The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Superior efficiency(98%) Small,lightweight and easy to install on provided bracket Built-in module-level monitoring ' Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 I:SA rN, LIN:y .. . I::ACI('E .a"AN •i lrlhii aJ'_'igid ,,y1'. ''11:1II PAAND9 I'�] .,F] v"vv bV n 0 a i P (;�9.iit Single Phase Inverters for North America solarZo=cz SFICTC4I-I)i; 'F-ISCOA Gj' A',ICOA US .S� N16GA U`; SEI0CPr4A-ItS SFr I 100A SE300DA-US SEMOOLA-US 5ES000A-US SE6006A-US SE760OA-US SE10000A-US SE1140OA-US OUTPUT lk""w"I 011:1"t 30100 ipuP SOM bl,jll i0(1 l9pr) ZO�- L L�,jfl 11 At 1) 1 if), -,,Itxj 0 JIM IINWI 118., -- ,LAj 11"I S.iSp dJrlrly 6ur1G .ii5(1- I ll),s .1 11 Uuryur Snl[a]e MI.,Nr l,, M,, 1&1 2 D 8 21)1,, 3 1 0"prur rioloi q^e M N .210 (A LL", A, flr^qun,Min.Ncnr.fil x. I X It)l,f,tF Ill roan I,t"n,- Hz �1141z L i lI ti IIII I'li 01 1 11111 t 11"it )OS) iFC1r h,,,sIhr,d A JrW,1 rL1,,r,,ut,ng,IFlandmo orurtt ban,Cow)Irr,;f,3ntlt�t.j Able I nfesholds Yc� Yes INPUT MI>wIt"Ll DC Ilo.,,(%7, 1 LOW 1 100 L, 9 100 ll 13500 N PLO ik, rrnsr.mLer ess,trigro,vidpd fe:; M;lx. input Volug, sail V111 Nam.PC.Input vuIr"', I LI 2JflV i M QlI 4411V Vd, I Z ,Ir 3��ri)206V Ma, i"",Cu"e"t 13 19 23 Ad, M,�'........I ILL.'t El'w't .....I'll 5.5✓ )4II'l 45 M 5 C)240t, All, Ground Fa,k 600k,Still Maximo 97 7 ll 98 98 IS % L q-, OR 97 5 1 �08� it ;0S, (E -�S"LI 140V X 97's lat�,jhisi it,PIL1111, 4 ADDITIONAL FEATURES Plii.ltalel R S 48 5 RS2 3 2.171,11,n-I,Z J,11 Revenue Data,Il 1 12 Optional HI,pid SIwLdwtn-NE( I 11,111,11r,11 IV P1,41fled lL S, hu ld......III �hll,dl'034 690A) F STANDARD 6(5M PLI A N EE Lafet, UL.L741,LILjrqclIj C. C I'd in"'n", 1, 1 1 1 [E,ll'541 EmussIoLl 6- INSTALLATION SPECIFICATIONS AC oot0ut Irl,I du site;A\,.%'C range 3/4',n uZ,m n 1 1,b?"IlIG -3/4' M,Input LonJmk size i f of will's i3Zd MON'tIlIT) 1-2 A,VG la gt�, minim urn l 1 r"Wrl Urt.,,ol), ldl;L'o,S 36.5 12.� I X5 [2,��,It)'3 It (Ikw,[�) I . 1 775.,a IS,?3f) Still v"'tIht.,Vil it .39.4 40.1 1h/k4 NA fin(uicr d R A Mill PAl, lo 140 Z 1. 40 w I W t1t,I -11.ll W I,.,! W. WIN, V , solar - Q Q SolarEdge Power Optimizer w a Module Add-On For North America P300 / P400 ,� P405 o fir. T } t - 'L � d � • � v ,fir..�l a..w a"rr idP,: k {'.' t"t AA. •:4h .. t5 n . +`x"�'{4 t 3#Ws'1. ♦ �ar fi PV power optimization at the module-level — Up to 25%more energy y — 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 — Module-level voltage shutdown for installer and firefighter safety J�A -il 11.i•1NI "II( - :_K.all.c IA"AN, I,li hRAF. gU5i-13:=L7P L� i + �:al� [,�:gl? t+'= solar=ooSolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P40o r P405 (for 60­ce l l modules) ft,12&96 cell mceu I.$) I INPUT Rdt2,A Input DC Povaed" 300 do0 405 W AIisulute CVlaxi mum l npIit 4ol cage 48 80 125 Vdr'- (Vu,.at lumesl ten'Fer a[ur rl 1,1PPTOperetrng Range I 8 48 8-80 42.5- LOS Vdc Maelrrum Short C_ucuil Cuneet(Isc) t0 Ade Maxim,m M'InptA Conent .. ., .. _. _ 12.5 _ r _Ade._ Maximum Efficiency. .. 99.5 -. ... - _ % ghter,Erficien Sy.. ... .. .. ... .. 98-3. .. .... .. ... %" . Over voltage OUTPUT DURING OPERATION_(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maxim um t)ut ut Current } 1� AdG fvlaxim_urn Output _. .. _. .. _. .. .. 6. .__ .. ._ . . ... ... ... ._ _ _ __ Voltage ___ 60 85 i Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Valfage prr Power ---_ _ --_—�— �— _ _. _._ Uptlmirer 3_ 1 Vdc STANDARD COMPLIANCE EMt: _... .. _... .. FCC nart15 Class B,IEC6100 0-6-2,IEC61000-6 . . . .. .. ... _. .. .. . . ... . . ... ... Safety IEU'11)91( lass l'safetyl UL'1741 FO'S Yes INSTALLATION SPECIFICATIONS M 3ximu n Allowed System Voltage 1000 Vdc Pxxx-2seres L_47.s 711'4U.S(ti`t�X.834x1 SJ Urmensmns(VU x L x H) 1'A 152x2755 28x152x"s 123x L2 s 48.J Pxxx-5 serib Into/in ... , .. .,. ... ... 1 : x5.97x108 Ss5A7e137 Sx5.97x 1.8� weight(inclndine cable ) Fzxx-2 sets 95 0/ 1 Ib ... .. ... Pxxx-5 sets .. 770/ 1.7 930 2 05 ... 930/)05 gr/lb lnput Cnn n eciol i _ MF4 compahbh Ourput Wine Type/Connector _Doubt InsL43t=d,P414 Com pab b le Output blue Leugth 0.05/30 1:2r39 I rn11, Operating Tenl{:erah, e Rarge 4U +85/ 40 +185 C/'F Proterhon Rating Pe.x-'ser Pxxx-5 se, es Ipoi ; p1CMA4 es, IP65/ n�MAry _. Reladve Humidity. I _. . . ... ... .. ._ ... ... 0:100._ .. ... _. ... °� 'nmea rrc w.2,m m.mw�:c m«r.,eor�p ro+s•.s.>worm,z.oe�9.,,mw.a PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER14 Minimum�trmg length I (Power Opnrwzers) 8 L0 l L8 Maximum String Lengtn .. ... .. - .. -. .. (power Ophm ze,$) 25 25 so Maximurt Powr per String 5250 ( G0(XS 12750 W .. e .. .. ..(.. ,.. ... ._ .. .. . . .. . . .. Paralle9 SUmo of Different Lengths of Orientations yes rag-.enn ...mre su.nR_ +y 'a� 'q'R a V n€ems�'��,�'��'d� ��n#�.-� y �-�k�" �T� •fie �'' `, s YN Y 'e "'h _ Mono Multi Solutions { r4' IHE Universal Imm MM118 �\A ._� D U L.E 60 CELL MULTICRYSTALIINEMQDULE 245-26OW Fa05.08 POWER OUTPUT RANGE 15.9% Out !na,t rersit-iz product MAXIMUM EFFICIENCY t 0--+3% f r One of the indus4y's most trusted mcdvias POWER OUTPUT GUARANTEE ^°:7..+ ar,: a+'ar•^a^ G.^:2'b"}=nerafar:O!'CID:::Iloin. " u.ighly eliable du to stringers' quality coetro! :rertifled to wi!hstand challenging envlronmentaf conditions r -LINEAR PERFORMANCE WARRANTY-. - --- -- 10 Year Product Warranty • 25 Year Linear Power Warranty - .. (fGn ridrorifhloar nta Trmasolar oil i..v-¢;y IV9e•,.hpr _� 13 'Ysf S iS /a n..M.:...y. rr :y11..• THE Universal MODULE TSM •PA05.08 m>n E�Isa+s Gf ry Monm: . ,m ..,,it 9,11r .eak Pov.er Watts-P:=(Wp) 245 250 255 ^_6D Power Out out tolerance-Pr,(%) 0-.3 l o .bloximu m Power Volfaye-W,y.IV) 29.9 80.3 30.5 30.6 w -'M M :.m°n Po or Current-lf- (A) 8,20 8.27 8.37 8.50 ilincin- OpenC c 1V IlayaV : IV) 375 38.0 38.1 38.2 Short C rcwl Cu rent-i,(A7 6.75 819 Il 900 e Module Hf _✓q. (9°) 1.5,0 15.3 15.6 15.9 Maxi nmmPaver-Fun.fWP) 182 t86 190 193 Maximum Power Voltape-V-M 2/.6 28.0 28.1 • 28.3 Mmimom PowerCmrenf-U.=,(A) 6.59 6.65 6.74 6.64 `O"fJ°w'Y6101 Open Circuit Valtage-V,IVI 35.1 35.2 35.3 35A n_ Shcrl circus ConenV-ka(At ZOJ 7]0 zn Z' 812 Solar cells MUIflcrystalline 156°156mm(6ih,hu,) Celloriantalion Wce Its(6 10) Ncdvle ainb0 iom 16W,992-35 min(64 95r39 M,1.37 Inched 11 Weight 18bkg(41.0Ibs) 'A( Gbu 3?rum(0,13 In,h.,Ni,h Tranzmisslon,P R Coated Te m pered Glass 700/1000 mm h.colueet Whit. aroma black AnoCizetl Aluminium Alloy J-0ox IP 65 or IP 6]ruled cable, Phalav0lfoic Technobgy w by 4.0 mm'10.006 inches'), 70011000m, -V CU RV ES C f P't MCDO i 1(245.V) Connector MC4 or MC4 Compalible - Ir 6�=3 I t5 i .INGS VYP R. 4L - _ Namincl Op r 11ng G211 10y P. tlud 14"C(2 2°C) 5^ _ tempera) eNOCI) Workmanship Warranty FC /fi Temperature Coefficient of Pru, -Od1%l°C 25y Lnea P W rmnty Tempera Wie Cceflid.,l of V,_ -0.327V-C •!•.- n- 2" -�Tr/9tjy Temperalore Coefficient of Is,, 0.05%/°C boll.waf✓1 � ^_ `A�dlidtl N RtrINC+S Operatlonol Telrperolure -40-.85°C Maximum Syslem 600VDC(ULI Voltage Max Series Fuse?,ating 15A CERDPCATICN C@w -' 'AtAAfBI PIG COM tII,:I;gC`ii JN l6tE0 '�' Moou.ei per b.,,30 pieces \ I Modules per 40'container;840 pieces - T ,,.. .r• - 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 2x4 at 18" o.c.with 10'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 DogTN 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 @ 18"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 6'. 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 Joseph Stasio.83 Tremont Street,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 5116"x 31/2' length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3B-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, �t H of MIS Optimize Engineering Co., LLC n gr SG f� RICHARD 8. R1 GORDON Richard B.Gor on .� U MECHANICAL q Massachusett Lice se No.49993 NO.49993 �O�FG/STEPEQ �� CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING 1�SS/ONAL E G\� INSTALLATION OF NEW ROOF MOUNTED TREMONT STREET• 2.08kW PV SYSTEM N 83 TREMONT STREET + :: SALEM, MA 01970 �'`='` ISTROd I RUVISIJne VICINITY MAP SITE .0 W SCALE'NTS 1--F,H Ie:V STASIO,IOSEPH RJIec,AMNESIA: 33 TREMONT STREET ' SALCM,MA 111970 SHEETINDEX o�wnN,rma a - s J s D u ACHTs PV-1 COVER SHEET W/SITE INFO&NOTES eA ON I,E o PV-2 ROOF PLAN W/MODULE LOCATIONS Paoaoseo z.u3ww E s "c E NERS) eT E 0-FART IT SIR PV-3 ELECTRICAL 3 LINE DIAGRAMTh'F sou,R srsTEM CHE EXINR TATLET ON LORD FACTOR IS THOTINALOLDHIC E WC r7D.11 ueTln,o,melnnn TO '.' s 0 Cn O NY,S I THE 0 1 0 DEITCH FAIL SAL IEFETIHICCO ICT Ou Art V,¢a. "R. O 0 CE. $ IC Y E E M. 0C9 0" lH.T.1.1AR 5I.RHE CITED,n vvTON 40E ° E°PAIN AS 1111CLAIND uHlsN x DICIL THE DEDINALLAT UES. O O '� e E xCA IvA TO nOEOu A9. Ik5.5 i-YANIANANALFILRE"On VOLVFLDC� FVA �nT(4U:1'O,Uu O E ° An0 REC rtEL J TTIeN E mOY 1141.VA O SECTARIAN O 5 E _ ff AS rFµE05 LTFVE 0 a O N I AND E1111,IT mANDFRojolil 5E 0 1. E CNt CPCVTNFE'll IS R N ° OLNExN,ExoGTEO Eyv 5 NLAALLICART,OT.IRCITEDIATELECIFFESN"A I"C C 0 - 5'cxn CxT RCV.NO. $M1C01 CLECH, N DES TO RECIN. 1D A H EFx ,nufTOORJn E E a o' s < �xw_ TO 'REALT IF L LEADER III .111I—AAllToE6 THE J„ fRD` SON EOTJH eTJa. "LACTLEALRDINKITSTECIAL I AIDE SIIINRE FOR THI I DID DO E /F J'ADDICTION5 °° T,NTE4RUVT !I I.F.-EININTAILE1 SE III ARRELITAIIII AH., CO AT U OY IU CESPLAE' CON °JR N NJ.A JW.E.ENT IER., A 11 FORI S ITARTILDVAR,ACCIIIIARTINELFROTER OTHER TF. SE SLACNIELAD THAT HNAL EARECEN1 ANCTERFASTRIAHARACTERAIRDSATEJUSTANTTJE,µT.EJNETO<,< JLINEN,. Pvb1x 11-11P,YACU UNINAO LAMP DE. AGAPE., ...1-Ell-LLE 1 Gx�EGx,�UD�xIRIEA IEYrmcu:IIING1 11lGTUxuryxr COLD MODUI.11 OPPLA, UIILE _____ ___ _ FOR MICIN: PID 9p SULAri 1AUUNi OEFM 11.1 1 1 a FEW UN DID ME I Y�I '1 0 'FOOIY ER II ASFINLT 9N IN1LIDIE VjNM000PLC L HI ..- rasFoEra Ls/ APOC DEALASTCxll N61,O µNLySOIAP.SM IES SHALL NOT 'C �jNE'/I MID CUP.TSPICAL I=rPrI Excceo PEAx nDGnT. / ' 1� IDEFEP TGTNF—CLAG oECCORPLIA.NTINLTALu.IDN FOx SPECGAND jTTACIIMENTBCLIP DETAIL O1I.IEr PJ �PVMGDULEAIFACIIMENi ON PSP11rtii SHINGLE ROOF �r1EIGHT FROM GROUND LEC EL TO FEAR OF RWF lINCALEIxor loses L' NCEFIR aNDUWPvracxvw a1.r u_-.x07 Cscv.A AS LE ruTTIP FROM APDAP—ADNLE DINENsiors FRONT IssNUa 1 aomsions M s Ri P [& Dc GGI nn : LL I R2 Iy Gry nC sraslQ iosEPH [Y 1Y Y TIII CL P.LIIS63630 Frfiy{ a- PFI:Y 1 ]I y Pmlecl AtlErecs 47 C! ❑ BB TREMONr srREEr i 4'S1 uS01 f Ii III SALEM,M/L 019I0 VN Y eV. i-' olavdNr nua 'dell PROPOSED 1 OBkVV I'IY-.x ttrtrtI SOLAR Sl STEM Die' n IRfm soUS ar. O=AD MALA+ms S SIOm Inlnrmation: w MIT L- - VIALLID S�NNDV4 rl�l 1.L PIT III LGE MSINLEU INACGOxDANCE:mn TIE III TUPEPPICINCE—LATICNINS5TPECTIVIS e xr W� rve ROv.No SM1em. EjA dJ ROOFTOP SOLAR INSTALLATION ONLY PV ARMY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE BA K ARRAY SCHEDULE SYMROLLEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE P 5' L L Y N UPUOS! � .OdI AASIPAC L ISEVES,-uf MEDIIa n N OTHER OBSTRUCTIONS 3 M EP ;Ai1Dr.I N n nF P Ilxioar: y m a O I uzxP n 41100E UA10 N..LLT1Lf von N v — TI r WfPT�uLCTUPEPECL. iz S .nl'1- YSMI ymN Engineer l Llferee Hultlnn NWNIEU MOGVLESMCUtnEOIO XOOr ON3ARM\S VNpER SOLAR MWVLE LNCTCN� i isn enxx pfxs Ix� ESExCt4 C{aMaoultl In 5fxif5-35aVmyv B - I I * iI I Iasuctl l RoVl one i jUEA,..G. I "ecl Tllln: I ST?SIO,IOSEPH ARRAY CIRCUIT WHAIND NOTES � TRwm AEc.axus\RTR cU RE[E6 wSTN 3011 XEf fSG PECEPrpGF � ptCjCCl AtltltCas 1A.9 RO EXPECTED rEYP E BASED ON EXISTING � r1lp 5A K.. AS MINIMUM NEAP INANENE Y MUS 1 p40V tOOA 6USB IP A/2 x CAERE r AURE O LOCATOR MOST r0 UI.Tl p 1WA MNH BREAKER 8 LEMONT TREEi NSTAIL x LROGAION IONESt EXPECTED AREEDEVi EFF SAEM,M NEAR.-Tsc AU19IU 2.)HIGHEST CWNNW5 AMBIENT TiMPEPANFQ BASED ON SNAP>ENHIpESi NONT1 3>.GPY BULB 5� DARGRGt Tilln: NUPE N E .ASYPAE LWATpI..I IRGULAN TO suLunW Locanm. IwEsr cannuas TFMP= IGTC r J - PROPOSED IU8kw ,MA INFUSED PRODUCTION SOLAR SISTEM ])NC5 AURAE FUNDAMENTALS RS DESIGN USCCNNECT MENT NGGERTER TEMPEPANPES 00 NOT EXCEED 47C IN THE UEDSO SrATEs(vALA SPRI GS cA is 44.VG). FOR LESS THAN z90v 1 � D ofdwm mGtntTeCN CROP NHEN RWR ON cOENTHEDs INK 4 B O IIr - E 132'P OPi'1� s51 ROOF-M D USING AIHET CONDUIT AT EN TE 0,5'DROVE E- o °O°°0O �x �. H4w11E� I mts ROOF N V9NG THE CONDUIUTDOOR OET LN TEVMS'AIPL xAun'Xv: AnP OF nC CIi LESS(Au OF UNITE➢srA1Es). 4)PHOTOVOLTAIC POBER SYSTEMS SHALL BE r--- ---- ` - )- Cm Inmrmauon: PERu11FEn TO OPERATE mM UXOROUNCEO y E__ --------- PHO,-CGTTPVC SCARCE AND OUVET CIRCUIT AS PER !Al - - 1 ___ 1 w NEC � EXISTHC NAIH 9PEIREN SWANS 0 __J rz TnLslnnl szR. ivex TOIV.MOIIJII cuwrt.. e IDAO CENTER RN: ORRRPG _J eiaCut[t us.0 TXlxaxtla 5) FARMS.ALL E INSTALLED OUTDOORS 91ALL XAYE 1 'zp40A RALH PFEM FIREARM Aa gATNC.A xfX WAI;REAMEA Lp.^lc LII-F. UP Hff cso.¢a - IAITL GRID CALCULATIONS Ttoxs FAIR cuXXExT CARRYING " IUDIIDIIG TORs IRE'NCCUNEDTD.CMWCTOP NAP AGtt PER LIBA LTVPI U MUVP (xEOAUI GSO.etmuQ (n.WLzs)1 -Ie.isA - A. U,EIRATEn AUDACITY gaCTREiImP6nou5 AMBIENTC.TEMP PERKING FXG7M .15 fl 1.1 OERATXG-]CCC TOO IINX 91 a0X1 (40'M)Ip0=WAEA 3 I y6aP RCv..VC. $M1Ctf JO.GA=IS ISI,TIEFSFORE MRE 9EE Is INED 1T ,c URRING axau P 1 PV -.3 TOT&AG REWIRED CONDUCTOR ANPAOTY 1 OOA�I,BS- 7.50A Lw/\+ - ARE 110 DENIED AMPACIT( 39 t- AMBIENT TEMP:Wr ERR DERATNG: 10 F 1--TIxw 5 j RACEWAY O ARAR G`]CCC N/> z 40A10- 0A 114-40A`Ir EOq ME�FCPF RC MPE WE 5 GATED T TALfmAnax FOR PA OVERCDRRENT PMaTEaITGN +_- OT&IxIER WPPEN T: I4.WA 1 WA41 =1)30A -->MA OL£RCURPENT PROTECIIN IS VALIDIl.t:i ueol iwetl )-C. 1Yd4N.�v P.++Y O'IfY -SULi i.mm 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 2x4 at 18"o.c.with 10'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 Dog TM 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 1'o.c. If do not sister,then install a 2x4 @ 18"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 6'. 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 Joseph Stasio.83 Tremont Street, 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 5116"x 3 I/P 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 ZN OF M° n � Ss l r=� qc,yG Y Richard B.Go o 4 s RIcHAnD s. N m Massachuse Lice se No.49993 4 o GORDON 1 u MECHANICAL 49993 m � h'0.49993 CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING \�?, ISTej,:�; f`� t ` \�-SS/ONAL I INSTALLATION OF NEW ROOF MOUNTED TREMONT STREETS 2.08kW PV SYSTEM 83 TREMONT STREET SALEM, MA 01970 Issued/Rads°Le VICINITY MAP SITE NO, Ls:manouW L.iVs—cALE NTS Pmjee1POI, STASIO,IOSEPH Tsinvxnccr.1F111Oaa Prolccl Addmsa'. 33 TREMONT STREET ' ShLEM,MA 09]0 E SHEETINDEX - 11 PV-1 COVER SHEET W/SITE INFO&NOTES Dsa E r.: PV-2 ROOF PLAN W/MODULE LOCATIONS PRoeoseozuakw _ ° - ` TT"°°R PV-3 ELECTRICAL 3 LINE DIAGRAM salnR srneM 0 0LIFE yALLIBINALLTFIFTUD c DERRUCPDRF u D�mm�,Rr4D F A E O EDUNIED 1 n,1LS)tf :0 E. c 0 4 5 O T.L EOE1 SVJ s ErOv v[nuxn wu C]STRJCIIDN CTIOSNOLE ONA lCNI C°OE Ey ROBANDR, 0 e - O OmRUTu SSleminlormation: WL AL ELECTRIC ARTc E TINLOUC THE xSYSTELTax Or.ns a. ITS n TOu..ALE zlwcw C ROTANOPHOTO FOR CDNTR4CTIENOR -IEEE RUN vD�EOxun ITALUBFIRIDA"iSTµUIFR ODNTR4iTORLISTOR LMa CTINION AS O 5[r aM°E 4 E OA O. 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MRLE E 1i0 EDJ v°2xi 51111 [ uNel.�e n¢�Ur wuera,9 — e . ,>N»EENTMEM TLFIFE 111111 11 SEE",MOOVLE s04Yt,MODULE �E III xuouNreer.M i. { .n <Ls 1 c, ., o T nvea asr raLr snlYCLEs Euuu000F sH N n sri�m APOc s.nuYp — . a 1 r , T.IFEI TAS.L.a.N .L.xu�LZN r.xzrsrs,,.w u°a' ♦+ SOUR MODULES SHPLL NOT S.'• ETISING FIRER EXCEED PW SEmM1T. rou NRErC TOTP U',Ii�C rTALTACIIMENTBCLIP DETPIL Uµy,e hDx v[cservp TpV MODULEARACHMENT ON ASPHALT SLIINCLE ROOF 1111JGI{T FROM GROUNC LEEL TO PEP OF ROOF 1IsuLEi xor lDs.xE Ncll M- cuocuLesrl'cs FDR L.4µLk.NOTla scuE scu..T Ta eLu IMELLUIENEM_NSID„s FRON7 - Ivucdrau',isiOns M u0 Ri ELF N1 IT P nc_ Esc'.h pPle i �� � Dc Pru au Tu R2 I 41 ac nnslD iosEPn {4 ( - ' -tP w t Ly�`i Pmieo Address'. 93IDEMONT STREET G _p' Shc[M,MA U19]U p � '� Oraminy Trle: tY lf„t PROPOSED 2OBkW r I E:� SONfl 51'AEM Orawi1 InrolmalionrP I .111 xmlNrxp 5 Srem lnlormMMOR EI 411 Tv N141 IMIT r.,,'!v. LL.V1. 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FOR ONPAE.11il n T.P 1 LARHEIR TO wsrALunoN LOCAnW. wQlEsr cW nxuas TEMP= MYE N J PROPOSED 20tlkVY VA MNNSEO I PPOOVGnoN SDL1P S15TCM ].)2W5 ASHURES 0 NOT ETEC COHE 2 IN RECATHE OISCCNNECI MM� SEATEPATA? 00 NOT ICE,15 47C IN I0C ARMLET 200V awY1 INttH]EB_II D SrWRE TCSPRINLS Cq l$AAIL) FOR If551HAN ytaa�y1P `J L vnfOvmAIDII B W WdNT-CaMYME CgIWCTONS IN ALA ''ILLI��,, YArE ROOF-MOUNTED AINUT CONDUIT AT LEAST 0.5-AIRTIME r -� 4Lf� ROOF 0 USED THE OYTW]R DESIGN TEMPERATURE J 1 OF 17C pi LESS(Il1 a UNITED STATER). L- ,. ih 111uu1s a Tk J > 9.)PHOTOV C PJCHO POKER SYSTEMS STIALLCIC IE r �_ __._ 8 +.eoa� _ B - - E _� �,1Y_` 9? I 5 1 Ton: PERMIrrF➢ro CP FAgTE M1N uxcgounDEo C " I '�J` oo aeV y - z.YAlw v/plw PxorOWLrac SWP�ANo WRl1T CIRCUIT AS PER - ? _ [c 6so.]s ZP EpsTHG MAIN BREa(EA SWARE 0 J ______J n LOAD CENTER TEN: OR22RE _-J 5)ALL EOUIPMENi INSTALLED CV100OiS SHALL HAVE —�— 2p2M RPCE EEm BREAKER ------ A HEIM3 RATNG, N/BREA%ER LOCH mnoulL SYET.e. p NBE OPOW, HITI m,'ITT, CALCULATIONS I ul101vo[CI a: REWIRED YAMPAatt PER SPEND LTIN ILEEJITA [NE zzotEMIE$ 0100I-HLICA _ A.IT..OEAATED AUPAary AMBIENT TEEM 55C,TEMP DERIVING FACTOR: ]B RACEWAY OCRATNG-2 CCD T00 "p1 (10`.]G)I DO=. .A RCV.NO. SM1CCI M 40A_IB754 ITEREFpS WERE SEE Is VALID IEI TOTAL AC REWIRED MDOUCrOR AL W PAPTY veixwTN4ttTCE45vICCcn P1 PV - 3 1 , AY1.25-1].SCA L IT -IiEHAME AMC i 0 OERPIED AMP alT AMBIENT TEMP WO ,TEMP OERATNG 1-0 INV[PlE 1p1 SE RACEWAY DERA➢x0`]CCG N/A oC III / l GDATIO TITH A�EMT / WA'17 50ra MEPEFp6 AG ORE NEE s VALID W 4 1P Ila � 1AITTLEA RON MY PNPPENT PPOIERIOM TOTAL INVFAIER CIIRPENI': 1 OOq lu I4 C0Ar1.25=1]3OA -)MAE 0AINCERPFNT PROIECTM Is MAUD .JLN.wInv+1I il�imvo...uJ . . 1a' O"lty YSoluom