Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
14 PEARL ST - BUILDING INSPECTION
The Commonwealth of Massachusetts RECEIVED CITY OF vi Board of Budding Regulations and Standard�lSPECTID,, AL c � VI N4 4 Massachusetts State Building Code,73(,1 CMR Revised Star 1077 'r.r Building Permit Application To Construct, Repair, Renovatenf5DRoflirl a N One-or Two-Htmril ,Dwelling 12-' 36 This Section For Official �c Only Building Pern it Number: Date plied: In 11 Oil i Building Official(Print Name) Signanrre Dat SECTION 1: SITE INFORMATION 1,.1. Property Address: 1.2 Assessors Map&Parcel Numbers 14 Pearl Street I.la Is this an accepted street'1 vex no Map Number Parcel Number 1.3 timing Information: 1.4 Property Dimensions: Zonin,District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5, Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Prom°ided Required Provided 1.6 Water Supply: (M.G.I,a 40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public IJ Private❑ Check ifyes0 Municipal ❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Charles Paul Salem, MA 01970 Name(Print) City. State.ZIP 14 1 Street (978)766-7832 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK' (check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Ahcrution('s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other tii(Specify: Solar Brief Description oPProposed Work`: Install 2.34 kw solar panels on roof.Will not exceed roof panel, but will add 6" to roof height. 9 panels total. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only - (Labor and Materials) I. Building $ 500 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑Standard City/Town Application Fee 8,500 ❑Total Project Cost'(Item F,)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Su. xession Total All Fees: $ Check No. Check Amount: Cash Amount: 6.Total Project Cost: S 9,000 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30117 _Gregg LaCasse License Number Expiration Date Name or CSI.,Holder List CSL.Type(see below) U 20 Patterson Brook Rd. Unit 10 No.and Street Type Description U Unrestncted(Buildings u to 3 ,000 cu, ft.) W.Wareham, MA 02576 R Restricted 18-2 Family Dlvelling Ci[}'ICo •m State,ZlP M Mason}' RC Roofur�Covemin WS Window and Siding SF Solid Fuel Burning Appliances (508)291-0007 I 1 Insulation Telephone Email address D Demolition 5.2 Registered Home tmprorement Contract ) 170355 10/12/17 Tom Blumetti/Trinity Solar �✓ HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Na e 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 Citv/Town,State_ZIP 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. Signed Affidavit Attached" Yes .._.......1r No........... ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize Tom Blumetti to act on nw behalf,in all matters relative to work authorized by this building permit application. Please see attached letter. 11/11/15 Print Coner'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 t and agalilate to the best of my knowledge and understanding. Tom Blumetti - 11/11/15 Print Owner's or Authorized Ane r :Name( ectronic Signature) Date NOTES: I. An Owner who obtains a building pervt 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. t42A. Other important information on the HIC Program can be found at jyL v ass. og v/oca Information on the Construction Supervisor License can be found at wkvw_mass.sov/dps 2. When substantial work is planned,provide the information below Total floor area(sq. ft.) (including garage, finished basemcnt/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 systern Number of decks/porches 'Type of cooling-system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" ` , ® 711/2/2015 ATE(MM/DDNYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 11 z zols 1►%' 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 Barbara Hayden NAME: 5 D ITT[N1R AGENCY PHMDoINfE EXII (732)462-2343 ac No: (732)780-8414 78 Court Street E-MAIL ADDRESS:bahay den@di ttmarinsurance.com P.O. BOX 1180 INSURER(S)AFFORDING COVERAGE NAIL9 Freehold NJ 07728 INSURERA HDI—Gerling America Insurance Co. INSURED INSURER B:LlO d'' S London Trinity Heating S Air Inc. , DBA: Trinity Solar INSURERC:North River Insureance Co. BPTP Future Holdings, LLC INSURER 2211 Allenwood Road INSURERE Wall Twp NJ 07719 INSURER F COVERAGES CERTIFICATE NUMBER:2015-16 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 TYPE OF INSURANCE A.DDL WVIL—StI POLICY NUMBER POLICY EFF POLICY YYYYY LIMITS R X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 DGE500,000 A CLAICLAIMS-MADEX OCCUR PREMAMAISES EaoccE TO RENTurD rence $ EGGCC000065615 11/1/2015 11/1/2016 MED UP(Any one person) $ PERSONAL B ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY jEC-TT 7 LOC PRODUCTS-COMP/OP AGO S 2,000,000 OTHER'. Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 2,000,000 Ea accitlen[ A X ANYAUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED SAGC0000065715 11/1/2015 11/1/2016 BODILY INJURY(Per accident) S AUTOS AUTOS NON-OWNED Pe a citlentCAMAGE $ HIRED AUTOS AUTOS PIP-Extended $ 8,000 A UMBRELLA LAB OCCUR HRAGC000065615 11/1/2015 11/1/2016 EACH OCCURRENCE $ 3 000,000 C X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3',000,000 DED RETENTIONS 5227985133 11/1/2015 11/1/2016 1 Urri of$3,000,000 S 21,000,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/FXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICEori,in ER E%CLUDEDP N/A BWGCC000056515 11/1/2015 11/1/2016 If Is,dorym NH) EL DISEASE-EA EMPLOYE $ 1,000,000 e under DESCRIPTION E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below B Errors S Omissions PGIARR0201403 5/30/2015 5/30/2016 Per Occurrence $2,000,000 Pollution Liability Aggregate $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating 6 Air, Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 Patterson Brook Road ACCORDANCE WITH THE POLICY PROVISIONS. Wareham, MA 02571 AUTHORIZED REPRESENTATIVE Barbara Ha,, -ien/BA_[-] ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD 1NS025(201401) The Commonwealth of Massachusetts Department oflndustrielAccidents I Congress Street, Suite 100 Boston,AIA 02114-2017 ivirminass.got/din 1Yurkers'Compensation Insurance Affrclnvit: Builders/Contractor's/Faectricimis/Phrmbers. TO BE FILED WITH TIFE PEIMITTLNG AUTHORITY. Anniicant Information Please Print Leeibly Name(Bus cess Org7�IzuttoN ndividual):Tflll lt�l S018f _e_ Address: 2211 Allenwood Road City/State/Zip: Wall, NJ 07719 Phone 4: 732-780-3779 Are you au employer?check the appropriate bus: Type of project(required): I.Sfamaemphrecro,ilh 300 employccs(full and/or part-time).' 7. ❑New construction 2.❑Ift.a sole pinprietw or padnershipand have no emptoyces working for are in g- E]Rernodeling any capacity.[No workers'comp.insurance required.! 9. ❑Demolition 3.FJ I am a homeovwter doing all work myself.(No warkers'comp.insurmrcerequitcd.l t 10 Building addition 4.❑1 am s homcovvmer end will be hiring conhactws to conduct all nrolk on my properly. Twill ensure that all conlmctorscilher have workers'campeneudion insurance or we sole I LVElectrical repairs or additions pmprie W rs with no employees. 2.[]Phnnhing repairs or additions 5.Q l con a general contractor and l have hired the sub-contractors livied on theanached sheet (j.❑ROOF repairs sub,conloccurs have employees and have workers'comp.insurance. 6.Q we are a corpomlion and its officers have exercised their right of exemption per MGL c. 14.❑Other- 152,§1(4),and na have no employees.rNo workers comp.insurance required.) `Any applicanl that checks box 0I must otso 011 Out the section below showing their workers'compensation policy informatiow t this affidavit indicating they are doing all work and then hire oulsidu contractors must suhmil a nmv a0idavil indicariag such. lConuactors That check this box must attached an additional sheet showing the name of the sub-convaclurs and state whether or not those entities have employees. If the wbcor aactois have employees,they must provide their workers'comp.policy number. l ant an employer that Is providing workers'compensation insarmrce for my employees. Below Is the policy and job site - information. Insurance Company Name: The Dittmar Agency Policy#or Self-ins, Lic.4: F kA/(,CC,(M .65.61.5 expiration Date: 11/1/16 Job Site Address: 14 Pearl Street CityiStatc/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 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 6ne 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 rto IrerebP cert? 22under the Qnins-a ida1p`enallday of perjury that the information provided above is trite and correct. Sienalure• :Al,f'3�YLQ,.f� y�y„� �; Date: 11/11/15 phone#: Officio?rise only. Do not write In Itits area,to be completed by CIO'or town offielal City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 1.City/Town Clerk 4.Electrical Inspector S. Plumbing Inspector 6.Other Contact Person: Phone#: �� �/2� (�1(,�9`YG'Y1'Gd92L11�CG��PI12�G�(/i.CGJ:SCYG�IiGG!lEI�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: 1011212017 Tr# 271078 TRINITY HEATING & AIR, INC. - -- TOM BLUMETTI- �.-- 20 PATTERSON BROOK ROAD UNIT 10 - WEST WAREHAM, MA 02576 — Update.Address and return card.Mark reason for change. SCA i :; 20M- 5/11 h Address IJ Renewal F-1 Employment Lost Card �7eg olKds�rnraati�(/e n�O��ir ue<r,/rNead Office or Consumer,% fairs&Business Regulation License or registration valid for individul use only =HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 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. TOM BLUMETTTERSOTI 20 PATTERSON BROOK ROAD U INTO WAREHAM,MA 02576 Underseereta 4' Nutva id without Office of Consumer Affairs dnd Busyness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card TRINITY HEATING & AIR, INC. Expiration: 10/12/2017 GREGG 6AGASSE— -- ---- -- - — — 20 PATTERSON BROOK ROAD UNIT 10 — -- WEST WAREHAM, MA 02576 Update Address and return card.Mark reason for change. SCA I a NRPMnt C Address J Renewal Employment Lost Card i l�Fax....frizruecc/1 o�2�Glawac%oeelt- Ice of Consumer Atfair3&BusinessRegalatioo 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: }7 0355 Type- 10 Park Plaza-Suite 5170 Expiration: 10/12!20'17 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG IACASSE 20 PATTERSON BROOK ROADU -- - WEV WAREHAM, MA 02576 undersecretary va '!hoot si atu re Massachusetts Department of Public Safety �i Board of Building Regulations and Standards License: CS-103631 Construction Supervisor GREGG LACASSE 14 PINE ISLANDRDo MATTAPOISETT MA i r J.7,— Expiration: Commissioner 08130=17 Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 1, Paul, Charles , 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 IMmidpaltnl related work on my property at 14 Pearl Street . Please accept this (S,-, 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@trinitysolarsysteins.com. Sincerely, 14 Pearl Street HomeOWne s ignatu street Address Paul, Charles Salem MA 01970 Print name City,state,Zip Code Phone Number Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President September 16,2015 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 2x8 at 16"o.c.with 10'-2"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 Charles Paul, 14 Pearl St.Salem, MA This installation design is in general conformance to the manufacturer's specifications, and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/IRC 2009, 2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5/16"x 3 Y=" 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, �"AA Optimize Engineering Co., LLC :oA oF'ti`SrS o' dk —�� 2 rzicrnao B. Richard B. G i, P.Ro GORDON Massachusetts P.E. Li ense No.49993 0 NILCHANicAL m NO 49993 CIVIL, MECHANICAL, & ELECTRICAL ENGINEERING +. j Snap rack Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 UL Roof Mount System i5 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 .401 w • All bonding hardware is fully integrated into the components ` % �x P RRR 3F' w��. Y aw, , ..• • Rail splices bond rails together, no rail jump- ersrequired ' y yam. f. • Proprietary SnapNrack grounding lug snaps r , , in the rail channel - » ; • No drilling of rail or reaching for other tools required rrr„� • Class A Fire Rating for Type 1 and 2 modules System Features Include Snap in Single Tool Easy No cutting Hardware Installation Leveling or Drilling u� integrated wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack,com,/resources Design Lon Pigure.snapnrack.com Where to Buy sriapnrack.com/buy Snap rack- Solar Mounting Solutions B -J+ stent,z5tN SapIi.unnd't' .111 Ilk 3l �Gmd Rd e t f .-+ar L tl pl r, Spl cal :ort nil k ntl'ny I-=ndPN'ncR a Gi p i1N M cl n Bfl: _ 1 5 FN aL'k \i� �'w�i mtMfib' >— 1 0 n _ _IamDnciN d .ilii Ie 11 I k Hem:rmt ib �I A.ii-" SpR n zh=rz t • Snap Wack Baanding P Adjustable End Clamp StwpMid Cl Bonding Sand rd P Bonding Mid Clamp Standard gall Splice >napnvark -1 :oppar m u e Snap Nrack Ground lug Assembly (ONE REQUIRED PER ROW OF MODULES) .r-SnepNmck P.�ndilry Unrv'=_rsol Enf �IenF:UES)Wav9 VE<Pull Strap IS 305pq LaEC W=dye StI l u qeN Boli .vrth.Flai Vuashav Is r IF SnapNrack Bonding UnNa,Iail End Clamp Sr0aN14tk Bantllag stamlafr Clomp 4ssnnbry SnapNrack-v $aemtad stmnlansnePeveck FMmck 2ondlnp Rabbet Steal Flange Nut Bonding hannel Nut Chennal �'alnlers Rauf Cglar na[ - Soed Steudess nm �k- jr1h,—Sna,Nr,lIk Fia+y"��Ot "01 R.'a son -SnapNrapk Siamlxm SnepNmck g_Degnp lal+i^ MITI Finlxh LFOF[ Solt S aMal TIV F aek L F1-1ell Purpose t. dalf sienaat Sant( Nde' S_napNraak snapNmck SIaFNmck rvletar 4aof EL`e5hpwnl MIII FPdsh F ssNl+g Base Assembly Foo:gx� SnapNrack Bonding SnapNrack Bonding S rack M Rooaoff Base wItai th Stantloff Assembly L Foot Base with Flashing Bonding L Foot SERIES 100 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 7 and Type 2 modules • Stamped Structural Engineering Reports for all 50 States Grounding SnapNrack Grounding Lug (One lug per individual root/ of modules) • Irtegrated bonding components Warranty 10 year limited product warranty; 5 year limited finish warranty 877-732-2860 www.snapnrack.com contact-a_')snapnrack.com 2L, rl IILtp<Tn ; ,, Irl Incl C, All n r .. +. 11_ SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION' FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED �E =LTMI11ELI rT 1= SNAPNRACK STANDARD RAIL 1 i ROOF RAFTER TYP{ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINSO ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIAL fi'1-1T7-ITT1FfA-B[1 OIFF 11-1 MAINSTREAM ENERGY CORP DE51ONER: GMCPhetlam SCALE: PARTNUMBER: DESCRIFTICN t1 ��NP � "` • .w,,...A,... oRAF ER DRra ® SERIES 100 OVERVIEW..ON FLASHEDpir Rtv 4F2.�.�.,��. .,- _ _ .•,.--'• DATE: ® 5100 U01 L-FEET F T�•+S"""a°`� -.._. . ,w.........�`.;.. ... APPROVED 9Y: REJIBION: SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK �r STANDARD RAIL ROOF SHEATHING,UNDERLAYMENT, I � AND ROOFING MATERIAL® ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD At-WAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS OUJlTTlTTIR'R't'T'>:f oR1LTp_�i1t MAINSTREAM ENERGY CORP DESIGNER. GWPM0. SCALE: PART NUMBER; DEBCRIPTION R-ry DRAFTER: DR'. OAIB 5100002 SERIES 100 OVERVIEW.ON STANDOFFS F t 'Rx'om�ds?�tya>;emna. •-a;:rrlra:,yca, �::•- APPRoveD Br. SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REV151ON NOTES: -STANDARD LAG BOLT SPEC ASSUMES 5/16"LAG BOLTS WITH 2.5" EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS -TORQUE ALL I"HARDWARE TO THE FOLLOWING: ROOF RAFTERS OR -SILVER S.S. 10-16 Fr-UBS STRUCTURAL MEMBERS -BLACK S.S. 7-9 FT-LBS RAIL CAN MOUNT TO EITHER SIDE OF POST(UPSLOPE CST DOWNSLOPE) -FOR UNEVEN ROOF SURFACES,USE MCNAAPNRA MODULE MODULE OVERHANG UP TO TWO LEVELING SPACERS PER L FOOT OR STANDOFF.SEE DRAWING (N T TO EXCEED 300 "STANDARD RAIL LEVELING"FOR DETAILS AND LIMITATIONS ,' RECOMMENDATIONS) MODULE OVERHANG , STANDOFFS ARE BOLTED INTO ROOF RAFTERS OR STRUCTURAL MEMBER "RAIL SPAN" DISTANCE BETWEEN ROOF ATTACHMENTS "RAIL END OVERHANG"(NOT TO L7(CEED 34%OF ACCEPTABLE RAIL SPAN) sM!4 � NWNSSTREM ENERGY COW. DESIGNER: GWPtrea $ SCALE: DNS PART NUMBER: DESCRIPTION' REV ORAHIR. 0 Ryan S100 D05 SERIES 100 TYPICAL LAYOUT F pvNo '.: "L= `:""' APPROVED BY DATE: 120113 -IX SNAPNRACK -2X SNAPNRACK LEVELING REviaoa' USE CARE DURING LEVELING SPACER SPACER INSTALLATION TO ENSURE I THAT THE SET SCREW IS - Ix A"-18 X 1"LONG -2X T'-18 X I"LGNG ROUGHLY CENTERED BETWEEN g SETSCREW E1 SETSCREW THE TWO PIECES BEING[MINED 1,9 CI n ' STANDARD SERIES 100 - y ATTACHMENTS FEATURE 3"OF VERTICAL ON ALL MOUNTING ORTT�ITH TYNE USE OF 1"LEVELLING ®L>I ,SPACERS C® 01111 ® THE FIRST INCH OF ADIDSTABILTTY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOI H L SCALE 5:8 FOOT AND STANDOFF CLAMP COMPONENTS RAIL HEIGHT EV.$" a RAIL HEIGHT 03.5' RAIL HEIGHT®.S" RAIL HEIGHT En0.5" 'FOR AN ADDITICNAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ;J ABOVE ROOF SURFACE 'i ABOVE ROOF SURFACE HEIGHT ADLDSTMENT,ADD 7"STANDOFF >'s 7"SIANOOFF :i 7"STANDOFF P1 7"STANDOFF ONE LEVELING SPACER. USE o PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 300 OF ATTACHMENT PCINTS ON L-FEET OR 10" STANDOFFS. n y OR A SECOND ADDITIONAL y ]NCIi OF I1EIGhfT - _ 'ADUISTM ENT,ADD ANOTHER ' LEVELING SPACER. USE OF • -STI TNO LEVELING SPACERS NOT iTO EXCEED lOO OF LlL _ t - ATTACHMENT POINTS ON L-FEET OR RJ" STANDOFFS. RAIL HEIGHT E B. ' `RAIL HEIGHT mQ ly RAIL HEIGHT a11 RAIL HEIGHT Cb.Q I ABOVE ROOF SURFACE ABOVE ROOF SURFACE ? ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT i'ONE L FOOT t: ONE L F00T '' ONE L FOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT MAINSTCc4M ENERGY CDRP DESIDNEFi 0WPlwe SGLE PART NUMBER DFSDR,PTIDN Rcv s"1; V6 {fV DRAFTER okia" ®uArE 6100 D0B SERIES 100 RAIL LEVELING F _. AYPROVEU tlY kEJI�IDN USE TILT KIT OPTION FOR INSTALLATIONS THAT REQUIRE MODULES TO BE TILTED ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN 15 DESIGNED FOR TILT ANGLES FROM 10 TO C5 DEGREES ABOVE ROOF SURFACE -`t{ USE OF ANTI-SEIZE ON TILT HARDWARE '[ IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: LI? STAINLESS TO STAINLESS HARDWARE) WITH STANDARD I 1 ENGINEERING S 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 RAIL STANDARD MODULE INSTALLATION SNAPNRACK MID CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP ``,`,.. OF STANDARD RAIL SNAPNRACK CHANNEL NUTS, 4! TORQUE TO 10-16 FT-LBS WHEN t SNAPPIRACK L-FOO"f USING WEEBS.WHEN USING ALL-PURPOSE OR SNAPNRACK BONDING CHANNEL t-FOOT COMPOSITION NOTES: NUTS,TORQUE TO 1416 FT-LBS. WEEBS ARE NOT REQUIRED WITH 1 -TORQUE I " HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS. -SILVER S.S. 10-16 FT-LBS .. - BLACK S.S. 7-9 FT-LBS - REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT " X P'(OR 1.25'1 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 EIDINTS 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 IAAINSTREAM ENERGY COPE' DESIGNER GMGPReelars SC4E DNS PART NUMBER DESCPIPTION REV 5jf`I� i��Ilra DRAW°R DRyec St00 D10 SERIES 100 TILT KITS I0-15 DEC WITH DAIS 120113 FOOT MOUNIT F Axa IR '���6419t _ � — APPRWEU BY USE TILT KIT OPTION FOR IN57ALLA1TON5 THAT REQUIRE MODULES TO BE TILTED \_, ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN 15 DESIGNED FOR TILT 1 `I 11, \'� ANGLES FROM 10 TO Lb DEGREES ABOVE ROOF SURFACE ON STANDING SEAM METW AL ROOFS IT LEtJGTH[ CN" WITH STANDARD ` \ SNAPNRACK USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING RAIL STANDARD RECOMMENDED FOR S I \\ STAINLESS TO STAINLESS HARDWARE) � \ REFER TO 5100 TKT SERIES 170 TILT KIT TOOL _ FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK CHANNEL NUTS, SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF TORQUE TO 10-16 FT-LBS WHEN CHANNEL NUT USING WEEBS.WHEN USING 1 MODULE INSTALLATION SNAPNRACK BONDING CHANNEL � "X 1"(OR 1.25")S.S. BOLTS NUTS,TORQUE TO 14-16 FT-LBS. , WITH SPLIT LOCK WASHERS WEEBS ARE NOT REQUIRED WITH , BONDING CHANNEL NUTS. CUT REAR TILT LEG FROM SCRAP \ - OF STANDARD RAIL NOTES: SNAPNRACK SEAM CLATIP SNAPNRACK WIDE OR STANDARD BASE -TORQUE"' HARDWARE TO THE \. `n' MID CLAMP ASSEMBLY FOLLOWING UNLESS OTHERWISE NOTED: \ -SILVER S.S. 10-16 FT LES - BLACK S.S. 7-9 FT-LBS - REFER TO ENGINEERING CHARTS J' FOR RAIL SPAN BASED ON MODULE FLANGE NUT � - TILT ANGLE,WIND SPEED,AND 0 ` SNOW LOAD t a• - SNAPNRACK L FOOT ALL-PURPOSE - BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION FABRICATED FROM A SCRAP OF - 'X 1"5.5, BOLT RAIL. CALCULATE REQUIRED TILT — WTFH SPLIT LOCK WASHER LEG LENGTH. CUT RAIL AND DRILL TWO i"HOLES AS SHOWN SNAPNRACK SEAM CLAMP - FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE SEE"SERIES 100 TILT KIT 0-15 DEG" Tj"X 1" (OR 1.25")S.S. BOLT - SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER USED TO COVER CHANNEL IN REAR TILT LEG hMINSTREAMENER .,.- DESMNER Z6ALE DNS PARTIJUMEER DESCRIPTION REL a.�BI pCQG�" DWHtR VRyw OtrE 5100D71 SERIES 100 TILTKIMOUNTDEGSEAPB F i o +S:.J:9I�'F,S @pAe 1m _ .. APPROVED B, 120113 f NOTES: REVISION'. -5/16"LAG BOLTS MUST EMBED 25"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LEIS CAN BE MOUNTED IN S.S. FLANGE NUT -BLACK S.S. 7-9 FT-LBS STEP 2:SLIP FLASHING OVER ANY ORIENTATION • RAILS CAN MOUNT TO EITHER SIDE -G X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) L FOOT BASE AND UNDER ROW OF SHINGLES ABOVE SNAPNRACK 5.5. BOLT AND • ` CHANNEL NUT SPLIT WASHER S.S.LAG SCREW r� WITH FLAT WASHER SNAPNRACK2.5"MINIMUM EMBEDMENT STANDARD RAIL �. ` - 15 STANDARD SNAPNRACK COMPOSITION ROOF FLASHING r. STEP 1: BOLT L FOOT BASE TO ROOF WITH R LAG BOLT SNAPNRACK L FOOT BASE ROOF DECKING TYP. ROOF DECKING NP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. N011NSTREAM ENERGY CORP DESIGNER: GMc Neta. SCALE PART NUMBER: DESCRIPTION- REV �nun� (' DNS PEN DETAIL 01,FLASHED L FOOT TO y lf�WIp (xs���p.,e,ic..�k... ORnTEa ORy®' 5100 PEN D01 Fv Pi'7TIDY^.rB4hu(fayft = . . ...,. PPPROVEDSY: DATE: 12OL13 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 8E USED TO SECURE RAILS OR DIRECTLY SUPPORT SOLAR MODULES TO DETERMINE BOLT SIZE ADD WITH MODULE CLAMPS 1.17'TO THE"STACK"ON TOP OF THE CLAMP(X)AND ROUND UP TO NEAREST�"BOLT SIZE L FOOT OR SIMILAR TILT BRACKETS CAN BE ATTACHED TO THE TOP OF THE CLAMP AND PROVIDE A MOUNTING POINT FOR RAILS OR OTHER 3: BOLT IS STRUCTURAL MEMBERS TIGHTENED, SECURING CLAMP AND L ❑TORQUE BOLT t FOOT AT THE TO 10-16:7-LBS SAME TIME X, SEAM CLAMP BASE (STD BASE SHOWN BUT INSTALLATION I OF WIDE BASE IS SEAM 9 IDENTICAL) ' CLAMP CAM 2: OPEN CLAMP GETS .5 TYP. 1: INSTALLATION b5TARTS SEAM LOWERED WITH CLAMP IN CLAMP ONTO SEAM OPEN POSITION THREAD WITH BOLT LOOSE INSERT 1 2 3 ❑ a 11 MAINSTREAM ENERGY CORP. DESIGNER: 0WPWRIM SCALE: DNS PARI NUMBER: DESCRIPTIONREV """' W DRAFIER DRY. SIDO PEN D04 PEN DETAIL 04,SEAM CLAMP F P�'6F��19PlLFkly17S!hiPitidSS -'- = APPROVED BY: DATE 120113 E i Y f so I a r .n4 . � n r ; tt SolarEdge Single Phase Inverters For North America x SE3000A-US ! SE38OOA-US% SE5000A-US / SEGO ODA-US / u` , SE?600A-US / SElOOOOA US / SEI1400A US 4� r q., ! PM s ..#a { ti. �� •� � -:. S: ,'tF+: JAY.. :., M , •ia 'r fir•: aario.Px { a R *g# y {gip Y ; 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 US;A Single Phase Inverters for North America solar=ec z 1 "M,0A 1.:3 A5,1U0A LIS. SE3,11Y'A U.S ' SE3000A-tK SEMl SESl SE6000A-US SE7600A-Ui . S81000()A-US SE11400A-US OUTPUT 2&0 3()1)(1 W010 11001i ,;00 JOt 0Li4U[I "N "Wif,0 1099 ill"011 Zi AL Pov.l, J-11,-, IT LJ') Q ),'11G) 4:(4" t"3 2DR '29V, Nil,Nrill.Nlax tt-iii l, 760 G2.S114,. Max iTnntn ivls Omin t:amen) ]211 t6 )4 JPN 25 32 -iy.y,'10 208,' '1? 2"n" G-01 Lhr3fholtl 1 A Mill Morworing,i-la Idin,"I'l 1:v3n,L01"Itf, rnl Wm INPUT M,1>11111...I UL l(S,'l1 =10111 57110 6250 8100 10250 11"130 15 350 4V rAix Inpurvl 500 jdc (411w.TC hipw4:1L 416 109V i 1150 240V WC 218V M"Input Ck","t 9.5 L3IR 23 33�11) (,)�V34.11 3.Gc IS S 2401) 1l)1.J 240b R,,w, P,i[,�,tv Yes Ground-F,jlk ,la"n DeLoChoo 17, Z 98.2 % .7., 1�7 G, 081� K"Velghtc(i H!"ie"CY 9iti 98 97 5 IF,2.10V NLGII(ll Pu,,k t 4 w ADDITIONAL FEATURES S,,,,j,,wd Cori r....n i, don rtufa,el, RS4E5.RS, Fj?,rjet,Z FBee(api,0) Revenue ad U,ta,ANI 12.1 Opti""'11 F a p,d I I it,tda wi-N E C 2Ola -90.*1 .___Fun C r o nal t I p abfpj eiht r sII..... i"tallon., L STANDARD COMPLIANCE S'lety A17,11,L11.1�1)90 UL li C, 21_2 Grid Ef,-.547 Frniss ions FCC b INSTALLATION SPECIFICATIONS AC.utpur .ndli,L 1AIAll 3/4' IG 6 Al,','G S/4'nilnim n lg.3 AVIC IlC input On lair cite) strj,,.,s 3/4 �lvl i 1i in'-s! tl,-b-iWG l;mml 1 1-2�.trin�, 4WG a �e 14 ",rAl"C' .vim Sa fetr"it1t, 3G.' 1.2 ll7l�, 11-;� 184 3C.5 s IV,b, 10 In j TI'VjW) .:I I s'Al:(Y I'vitct, 1 5u 23,2 54 7(24.1 99.4/4:)J Ib/,kg Nalunl came0l co.!mF fan(user Nose lePlace.We.), <2". 11 RA Flax Di.ielring Tln,,,virr '< for aveilabh•.� C Pr n[eCtinn Nn Fn; 'iR iw ly,Til ext + M "ZL All .—JIV 411-W.-1�1 11 I.—M Ill.61 NIP I r solar - o o SolarEdge Power Optimizer Module Add-On For North America P300 i P400 ( P405 IW % s• �f� yy tet.,} q� '114 1 PV power optimization at the module-level Up 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 Module-level voltage shutdown for installer and firefighter safety ti i/a - I+.rvin Pf JAY 1-iir I(lF .�� 5,V :,liu'.; }',,q., Ai!Sr R;1i U7 Wry nl JO �7 tlo',.IaS so I a r ® o o SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 y Cf.r 60-cell mod.I ^_ (for 72&9G-cel lmydp les)_ _a(tor T hi.dim INPUT _ Rafe)Irrput DC Power"' #10 400 405 NI A1,Iolrtl-e Nlaxirrmm l nput Voliager 48 Sty 1.25 Vd[ (VOL,at luwe6L temp=ratuwl - MPPTOpe,mingRange I 8 48 8 80 12.S.- t05 VitC Maximum Short;.Ircurt(mrent(isc} it) _Adc a Mdmum DC Inpm rr Cuent .. - .. .. 12.5, _ r Adc PAnximum Ffficiency Weght CEfticiency 98.8 %. Overvolta8e C.alegorY_ _ _ _..L. 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) _._ _- . _ —__—___ —._______.. ____.__ _1— — NlaxLlutputCurrent T' _ :15 Adc imum _Maxi_mUum Output Voltage_ ___ GO _ 85 O _ r VUc � _ _. UTPT DURING STANDBY(POWER�OPTIMIZER DISCO_NNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) _Safety Outx(_uf VOI7 Per Pcwer r_Jp¢i_miz_er_L_ __ __ _ _ —_____ L _ . _.- _.______,_- __ �- Vdc STANDARD COMPLIANCE EMC 1 FCC Paul e t hr B,iEC61000-6 2,IEC61000 6 3 .. .. ... .. .. .. .. .. ... .. .... .. . . . .. ... . . ... . .i,. .. .. Safety IECF,21il9.1(lass 11 safety},UL4741 Rr FS Yes I _ INSTALLATION SPECIFICATIONS MaxnllUm Allowed System Voltage 1000 _ ! Vtic - - Px%z-2shries LM17 x211 x711.57 S�xri 34x 1..59 ruin/ill Uimensinns(vVxtx HI Px%x-5 series t'J8x .97 x LOS xS,9.1Lx J5/ 123x1"2xft5/ min in �x537x iC3 5x59 <137 5x5 nix 1.89 Weight(including cabips) .Pxxx 2 series ... °50/2 1 .. . . ... gi/Ib _IPxxz5set res - 770/1,7 930;205 - 930/)05 I gr lb .hnpu[Connectai .. (. .. .. NI CA Compatible — . . Output Wne Type/Connect or Double Insulatad m M'4 Copa ble Output .^hie Length . .0.95/30 _ 1,2r 3.9 .. ... I m) Operating Temper at eRarge ., _, 40 85/ 70- 185 ,. .r.. C/ F ., 1. _ Vxxx65;NEMA4 Proiecdan Rating Pacx 2seles IPCes .. _ .. pi . _ .. _. .. .. . . - .. —F w8 f N11 MAEP ... ... ._ .. ...0-.1011. .. .. ... .. .. ... .% .. Pate,]5'Cpo.mr cr ohe nw]ula Mwluleoi upm u.:.p.wr mk.en!e a.owgf PV SYSTEM DESIGN USING A SOLAREDGE INVERTER14 SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length i tPawer Optirn izers� 8 1,0 I lE i Maximw n String Length 25 1 - 25 ( -50 (eowir lJPumi els( }. _ .. _. .� . . _ _ uT Pvwer Pei String _ 5250 6000 1x7- W, Maxim. .. .. .. . . .. _.. ... ... . . .. .. Parallel Strings of Different Lengths ar C;ienfatlons Yes .,na no.,,,xr m.n•..rnos,.nn psnveaoameuomim.n�ne;mnx_ e 9 �d1 fv MEW �a c7 b xi ilg` � e r:' x t Mono Multi Solutions 0 MEN HE Univet-sal ■ 60 CELL MULTICRYSTALLINE MODULE ® ®_® 245-26OW PP05.08 POWERQOUTPUT RANGE o 15. J �O Ou[ rot versiHiz product ` MAXIMUM EFFICIENCY t .�' One Of the industry's most trusted modules POWER OUTPUT GUARANTEE Highly reliable due to stringent qualPy control 4 -e mined to Withstand challenging en-vironmental . � conditions LINEAR PERFORMANCE WARRANTY _ -- - ---- - - 10 Year Product Warranty • 25 Year Linear Power Warranty aditromQl P (torn Ir�� snlnr ';Pnea,Rgr,rrr;pry b �+ Trinasolor 5 L 13 THE Universa! MODULE TSM-°ACTS 08 DIMENSION1 Of PV MODut`. 9,11 Peck Povrer Watlx-P:•i(wp) 245 250 255 ^_60 _ -i- Power Output folerance-P.,,(96x1 0-+3 blosinu.rr Power V'allaSa ! ro TVI 249 30.3 30.5 30.6 ICM � Mon m 1 n P C.11. r)A-(A) 8.20 8.27 0.31 0,50 -- fg,vun� fro -OpenC 1V Ila, -A IV) Y.3 38.0 38.1 38.2 mmvu �: j Shat Q cult Current-;5c(A) 8.75 839 8.88 900 1 I Module Eff. . r N)Wf 15,D `5.3 15.6 15.9 1;. a_SRICs..D.afc M AIIT)pfn Po-ArPr.m.(Will 102 186 I9D 193 _ 1 Maximum Power Voltcge-v-(V) 246 28.0 28.1 28.3 Mpximum Power Conenf-o..=JAI n.59 6.65 6.74 6.84 0"�01"0101°tl OpenCircuit V ltoge-V )VI 351 35.2 35J 35.4 A �- shad C roll C r l-irr IA) 7.0' ].ID 7.17 79 Solar cells InolllcrYstolline 156=)56mm l6mches) Cellprlentatlon 60 cells(6 10) ^ r� NWdole tlhirehYfanx 16WD 992.35 mrn(64,95^39.0.4^LSJ Inches) , Weight 18.6kg(41.0lbs) •I�(IVt��L Gla" 3.2mm10.13Incnesl,Hlgh Tmnsmhsion,AP,Caafed remperetl Glass l� 300i 1000 mm Sackslxeei While Frame 6 to ck AaccizeCl Al ucnlum Alloy J-a.. IP 65 or IP N ratetl Cablos Pholovpltpk Technology cable 4.0 ml(0.006 inches°), 200/1000 mm I V CURVESCF PV MCOUIF(245N) Connector MC4 or MC4C.hr ptrbl. ldy - l t�Ed P 9 U IGS WPP-4N1( rnC � : -_ _ Nomincl Operpfng Cell IDY Notlucl Tempnraiu INOPT) 44`f.(32°C) w�rkmanship'rvananfy - -- - - - --I Temperature Coef6crent of P.r,x -0.419FC 25yeprtalepr Power Warranty iemperalure Coefficient ofVx -0.327,/'C c..... y.>.r,c` ^.r•--"`- m'... 2 ` u"�9! � - � TemperptweCceificlent oflu 0.05,°41°C bNlan�-1 Jl _ Operational lernperoture -40-�85"C Mpximum System 600VDC(UL) Voltage Max Serle,Fuse Baling ISA CERT FrCa[:pM 4� � -�„. EA1LYAc1FiG ONilf.;lRAlr;lp _ USrm M 0 c;per bpi:30 Fiecas ^•� � `� Motlulei per 40•coltpine1:84D pieces , >.u..4• TrinasoIcr