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HomeMy WebLinkAbout38988-Z FQt,t Town of Southold Annex 10/1/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 �'zxx CERTIFICATE OF OCCUPANCY No: 37184 Date: 10/1/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 714 Cox Neck Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 113.-12-10.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/25/2014 pursuant to which Building Permit No. 38988 dated 6/25/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY GROUND MOUNT SOLAR PANEL ARRAYS (2)AS APPLIED FOR The certificate is issued to Talbot,Thomas (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38988 09-09-2014 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE V SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38988 Date: 6/25/2014 Permission is hereby granted to: Talbot, Thomas 205 CR 48 Mattituck, NY 11952 To: construct accessory ground mounted electric solar panel array (2) as applied for At premises located at: 714 Cox Neck Rd SCTM # 473889 Sec/Block/Lot# 113.-12-10.3 Pursuant to application dated 6/25/2014 and approved by the Building Inspector. To expire on 12/25/2015. Fees: SOLAR PANELS $50.00 CO -ACCESSORY BUILDING $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 r APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 6/10/2014 New Construction: Old or Pre-existing Building: x (check one) Location of Property: A-9 114 Cox Neck Lane Mattituck House No. Street Hamlet Owner or Owners of Property: Thomas Talbot Suffolk County Tax Map No 1000, Section 113 Block 12 Lot 10.3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 50.00 licant Signature SO�jyol. Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 1 ly'00UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Talbot Address: 714 Cox Neck Ln City: Mattituck St: NY Zip: 11952 Building Permit#: 38988 Section: 113 Block: 12 Lot: 10.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 10000 watt ground mounted PHOTOVOLTAIC SYSTEM to include, 40--Canadian Solar CS6P-250 panels,2-SMA SB5000US-12 inverters Notes: Inspector Signature: Date: Sept 9 2014 81-Cert Electrical Compliance Form.xls oF souryo� G � coutm,� D TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 17 DATE INSPECT OR Pacifico Engineering PC _ Engineering Consulting 700 Lakeland Ave, Suite 2B (C Ph: 631-988-0000 Bohemia, NY 11716 6I G p Fax: 631-382-8236 www.pacificoengineering.com -= solar@pacificoengineering.com August 12, 2014 . i Town of Southold Building Department 54375 Route 25, P.O. Box 1179 j l Vii, E P 7 2014 Southold, NY 11971 Subject: Solar Energy Installation for Tom Talbot - 205 Route 48 Mattituck NY 11952 1 have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer OF NE�V y �N PA;tic p9 r 2� 2 �1<05,o 066182 Q, ,qoF ONP� Ralph al Engineer NY 06618 24GE04744306 FIELD INSPE ON RzpokT DATE COMMENTS FOUNDATION(1ST) C" CA FOUNDATION(2ND) ROUGH FR4AMG& PLUAMING INSULATION PER N.Y. � H STATE ENERGY cbDz -I�-- FINAL b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined o2 ,20� Storm-Water Assessment Form Contact: Approved 20J Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A,Southampton, NY 11968 Phone: 631-771-5152 Expiration ,20_L6 Building Inspector APPLICATION FOR BUILDING PERMIT Date June 10 _, 20 14 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Contractor Name of owner of premises Thomas Talbot (As on the tax roll or latest deed) If applicant is a co oration, signature of duly authorized officer OiamVand title of corporate officer) Builders License No. 40227-H Plumbers License No. Electricians License No. 43858-ME Other Trade's License No. 1. Location of land on which proposed work will be done: alb 7)4 Cox Neck Lane Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 113 Block 12 Lot 10.3 Subdivision Filed Map No. 1{O(SA�AAT r.i 1):?,.4sisu0 Ott'S18ijiS abugX3 twisaimmo* 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work GROUND mounted solar electric system (Description) 4. Estimated Cost 39,525.00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 174 Cox Neck Lane 14. Names of Owner of premises Thomas Talbot Address Mattituck, NY Phone No. 631-298-1684 Name of Architect per— Fng' Paring, Pte'_ Address700 Lakeland Ave,Bohemia,NvPhone No (;31-9R8-anon Name of Contractor GreenLogic LLC Address 425 rniintV Rnad 39A Phone No. 631-771-5152 Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me thi _day of _201q Noljklf ROMERO S''nature of Applicant N"y Public,State of New Yak No.01 R06217368 Ciuslified in Suffolk Countl Commission Expires 210812010 Scott A. Russell ,��°S111rQ'r STO]RMWA\TIEIKI SUPERVISOR ( f Z I��1[A\1�A\G]EMlEN'7C' SOUTHOLD TOWN HALL-P.O.Bou 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold D� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: 11 (CHECK ALL THAT .APPLY) i Yes No � I ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material ' within an parcel or area. YP any contiguous g I ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to M 100 feet of horizontal distance. { ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year f loodplain as depicted , on FIRM Map of any watercourse. ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unlessrior approval of a Stormwater Mana ement P PP g Control Plan was received by the Town and the proposal includes I in-kind replacement of impervious surfaces. ..................... If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wltGyour Building Permit Application. I S.C.T.M. *: 1000 Date: APPLICANT (Property Owner.Design Professional,Agent.Contractor,Other) _ District NAME, GreenLogic LLC (Nesim Albukrek) 113 12 10.3 6/10/2014 Section Block Lot i **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information: 631-771-5152 11 Reviewed By: Date Pro rtv Address/Location of Construction Work: ; YAf — — — — — _ — — — — — _ — proved for processing Building Permit.NY rmwater Management Control Plan Not Required � — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 i Town Hall Annex 1 J Telephone(631))7865-1802 54375 Main Road _00?w t�0076 th1pp��, P.O.Box 1179 cC roner.dcheOld.ny.us Southold,NY 11971-0959 �� � "v1lN 1 ti, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Tamara Romero Date: 6/10/2014 Company Name: GreenLogic LLC Name: Robert Skypala License No.: 43858-ME Address: 425 Coun Road 39A, Southampton, NY 11968 Phone No.: . 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: Thomas Talbot *Address: 174 Cox Neck Lane, Mattituck, NY *Cross Street: Middle Road � *Phone No.: 631-298-1684 Permit No.: S Tax-Map District: 1000 Section: 113 - Block: 12 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) GROUND mounted solar electric system 40 Canadian Solar CS6P-250 Modules, 2 SMA SB5000US-12 inverters, 10,000 watts (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do.you reed a Temp Certificate: YES NO Ternp Information(If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 8241"uest for Inspection Form V�1 L J �61 ` GREENLOGICO ENERGY June 10, 2014 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Thomas Talbot who has engaged us to install a GROUND-mounted solar photovoltaic (PV) electric system at his home at 174 Cox Neck Lane, Mattituck, NY. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • 2 Surveys of the Premises 4 Engineer's Reports (2 originals and 2 copies) • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (Canadian 250) • 2 Spec. sheets of the inverter (SMA SB5000) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$100 ($50 Building Permit/$50 CO) • Application for Electrical Inspection with a check for$100 Please let us know if you need anything else in connection with this application. Yours truly, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 ext. 120 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 GREENLOGIC° ENERGY September 16, 2014 + The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Tom Talbot 714 Cox Neck Lane Mattituck, NY Permit#- 38988 To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Tom Talbot's solar electric system, which we installed at 205 Route 48, Mattituck. Please arrange to send him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 Ext. 120 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 ARBA = 90,0sq.ft. pf • WnY SCMIS Ref# RIO-96-0001 The locations of we is and cesspools 1 shown hereon are from field observations R�g� N and or from data obtained from ofhers.. Z m -- CONTOUR LINES ARE REFERENCED 50 _ O TO FIVE EASTERN TOWNS TOPOGRAPNC _ q MAPS �n tics 4 p t� Q L I am famfliar with The STANDARDS FOR APPROVAL AND CONSTRUCTION OF SLSURFACIE SEIWA6E DISPOSAL SYSTEMS FOR SINGLE FAA,Y RESVENCES and will abide by The condilTons set forlh fherein card on the � permit To construct. .> -IN 0.r 1. roc 151192 ` k / G! 4-5 O r.. i rn O N. ( N rite{ tv W 61 LO ZIP r Of W MMMM �- S 0 5 �\ / Zoning District Vf%\ i / e/ me Una .t 42 S�f `— '�► ' `� well e'/ Zone A-R I �� } reb 2O6 22' \ -c�Z' C) m \ S BTyT'30" W. 150.01' S. 87'16'40' W- C'`' Zone Buskless+8 _46 0 N 010 F C 4 Gi O � y0cc a,o f i " iL ' o SMVEY OF 451 LOQ ' St Jll l li "'1 R Aa �4;�SOCIA TES" r —. AWWA TOW ' MOLD ROAD ( CR 48 ) S a COWRY, N. Y. VW- rte- - 103 Scate ill = 60, CERTIFIED TO, Dec. 15, I NOMAS TALBOT AAYA low(f w) NA TIONS TME E INSURANCE OF NEW YORK P�EOF NES,yD cam` o�N T. MEr2C ,py -1 ANY AL TOU TtE7W ON To ThYS SM4"IS A V)QLA TM O ECTA* ort:. TATS`�APX4T V LAW �T As t � . , " N.Y.S. LIC. NO, 49618 or TINE YOR WHOSE SNM 7 UP C�Mv YORS, P.C. AMTIONALL Y TOC ! ,l 5 7 IE Tett AL T, BY' f'. 909 A�CI:�T BY 6 Y �t Y OF q7'Ea"AND 230 TRAVELER STREET 'SRO U W T-rO"PA .+ W XF L,4 W. S©UTHOLD, N.Y. 11971 95 - 302 ��?r 't�Y T. L � 'r'.�� r,. x`�},. ,1�� .a/ y._�, ,:`✓ w: / ., ,r •,y F \\ � �k ^:,,{ Jam.. � -y... Y e i .fi� ^ 12 Suffolk County I I I of Consumer Affairs � 1 �lj''ffiF- v��e' 'y✓f t VETERANS , • HIGHWAY • • • • • • J \ / DATE ISSUED: ' SUFFOLK COUNTY \ , Home Improvement / , ' 3L >` This is to certifv that doing business as GREEN LOGIC LLC having furnished the requirements set forth in accordance with and subject to the provis ions of applicable laws,rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR,in the County of Suffolk. Additional Businesses h S r r i {� `4 Fy f D.EPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS 4• ,.. f {r 1 CARD t ; ' Directort? ,J r fk 41 •�,. - .ti CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DD/YYYY) 02/03/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),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 Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE 631 941-4113 1 FAX 631 941-4405 P.O.Box 850MAIL ADDRESS. brookhaven.agency@verizon.net 150 Main Street PRODUCER East Setauket NY 11733 INSURERS AFFORDING COVERAGE NAIC N INSURED INSURER . HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B:Merchants Preferred Insurance Co. 425 County Road 39A,Suite 101 INSURE c:First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D•National Union Fire Insurance Co.of PA INSURER E:AGCS Marine Insurance Co. INSURER F: COVERAGES CERTIFICATE NUMBER: 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 ADDLSUBR POLICY NUMBER POLICY EFF POLICY EXP MLIMBS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY Y Y EGGCC000076914 01/31/14 01/31/15 DAMAGE TO RENTED $1009000 CLAIMS-MADE FXI OCCUR MED EXP(Any one n $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X Broad Form Contractual Liab GENERAL AGGREGATE 2 000 000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO. LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANY AUTO CAP1043565 06/12/13 06/12/14 (Ea accident) $1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS X HIRED AUTOS PROPERTY $ X NON-0W NED AUTOS $ n X UMBRELLA LIAR IX OCCUR EACH OCCURRENCE $1,000,000 D EXCESS LIARi CLAIMS-MADE y y BE080717268 1/31/14 1/31/15 AGGREGATE $1,000,000 DEDUCTIBLE WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECU7IVq--1N/A E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? Lf (Mandatory In NH) E.L.DISEASE-EA EMPLOYE If yyea,describe under DESCRIPTI N OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ C I NYS Disability D251202 4/11/13 4/11/14 Statutory Limits E Installation Floater/Property Floater/PropertyAPP34420120 14115/13 4/15/14 $200,000 $2,500 Ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE <> ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)7564300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A SUITE 101 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12226371-9 719809 08/11/2013 TO 08/11/2014 8/16/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2226 371-9 UNTIL 08/11/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 08/11/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. NESIM ALBUKREK MARC CLEJAN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND C� DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:255746045 U-26.3 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 I ; DATE ISSUED: 12/10/2007 No. 43858-ME i SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT 3 SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL ANDA!CURRENT CONSUMER AFFAIRS Ip CARD Director ._J Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 26 Ph: 631-988-0000 Bohemia, NY 11716P Fax: 631-382-8236 M,V�- www.pacificoengineering.com V G c solar@pacificoengineering.com June 3, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Tom Talbot 205 Route 48 Mattituck NY 11952 I have reviewed the proposed renewable energy installation at the subject address. The structure can support the imposed live and dead loads. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS A Building Code, and ASCE7-05 when installed in accordance with the r` r��� wl ��.; manufacturer's instructions. DATE -t,- B.P. # s 5_ FEE: SL--_BY—� -�� NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUPjDATION - TWO F;�-QUIRED �T2. � ri-)J H, 1e _ S'DAPPING ELIC-Tki:Ai_ & CAUL1,"' 3. INSULATION The climactic and load information is below: 4. FINAL-CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C O. CLIMACTIC AND Ground Wind Live load, ALL CONSTRUCTION SHALL MEET THE GEOGRAPHIC DESIGN Category Snow Load, Speed,3 pnet30 per REQUIREMENTS OF THE CODES OF NEW CRITERIA pg sec gust, ASCE 7, YORK STATE. NOT RESPONSIBLE FOR mph psf DESIGN OR CONSTRUCTION ERRORS. Ground Mount A C 20 120 48 Solar Array RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. F P Eco W r0 Q. Ralph Pacifico, PE O 2 Professional Engineers Fp 066182 �v ,o �P Ralph nal Engineer NY 066182/NJ 24GE04744306 -&GREENLOGIC"' ENERGY GreenLogic,LLC Approved Tom Talbot 205 Route 48 Mattituck,NY Surface#7: Total System Size: 10kW Array Size: 10kW 2 strings of 10 on SMA5000US(2) xxxxxxxxx Azimuth: 171° Pitch:25° xxxxxxxxxx Monitoring System: N SMA Panel/Array Specifications: Panel:Canadian Solar 250w Racking:DPW Ground Mount Panel:64.5"X 38.7" Array:387"X 129" Legend: ® Canadian Solar 25OW Panel XXX*XXXXX xxxxxxxxxx Engineer/Architect Seal: 0661 B?- R�PESS%�NP Drawn By:MVP . rawing'#1 of 3 Date:5/29/14 REV:A Drawing Scale:1/8"=1.0' -G�GREENLOGIC® ENERGY GreenLogic,LLC Approved Tom Talbot 205 Route 48 XXXXXXXXXX Mattituck,NY Surface#1: Total System Size:10kW Array Size: 10kW >TKXXXXXXXX 2 strings of 10 on SMA5000US(2) Azimuth:171' Pitch:25" Monitoring System: N SMA Panel/Array Specifications: Panel:Canadian Solar 250w Racking:DPW Ground Mount Panel:64.5"X 38.7" Array:387"X 129" Legend: XXXXXXXXXX ® Canadian Solar 250W Panel XXXXXXXXXX Ground Mount Specifications Panel = Canadian Solar 250w Dalansa� °�` Panel Dimension = 64.5"x 38.7" Engineer/Architect Seal: GM Array Pitch = 25 degrees Concrete Slab Dimensions = I VX 33'X 6"(x2) f RE VV Front Leg Height Above Ground =4" �CiG Y •� 1�c�c��� PAC 9'M n*V3-dff Rail = DPW Power Rail P8 G.ai Attachment Method: 4-3/8"x7" threaded rod set y " 25 Dag. 9'Mw(CI 31ara1"R " / (Clan) in Hilti Hy-150 epoxy. DPW's superpost is '. - Z secured to the threaded rod with 3/8" washer, lock washer and nut. Front Leg Height Above Ground: 9" `rFo 0661a2 P� 6"4000PSI Concrete Slab A 0 with 6"x6"Wire Reinforcing Mesh Drawn By:M 2 of 3 On minimum Y Crushed Concrete(RCA) Date:5/29/14 REV:A Drawing Scale: 1/8"=1.0' GREENLOGICO ENERGY GreenLogia,LLC Approved Tom Talbot 205 Route 48 Mattituck,NY Surface#1: Total System Size:10kW Array Size: 10kW 2 strings of 10 on SMA5000US(2) 4 3 Azimuth:171* Pitch:25° Monitoring System: �t- 4 3 SMA Panel/Array Specifications: Panel:Canadian Solar 250w Racking:DPW Ground Mount Panel:64.5"X 38.7" Array:387"X 129" Legend: ® Canadian Solar 250W Panel 2 1 2 1 Engineer/Architect Seal: 4F NEWPACI yO F� 0661 p �P her^QCi�O Drawn By:MVP Drawing#3 of 3 Date:5/29/14 REV:A Drawing Scale: 1/8"=1.0' CS1250 1.57" MODULE MODULE TYP. DEPTH UNIVERSAL END CLAMP L 64.49" TYP. MODULE LENGTH ��� RAIL BRACKET TYP TYP. P14 POWER RAIL .25 STRONGBACK CS1250 MODULE 71.8" TYP. 42.5" P14 POWER RAIL STRONGBACK ONE PIECE LEG 3"x1.5"x.13" ALUM. CHANNEL . 25° Y 9 SUPER POST MOUNTING FOOT 15.75" TYP. 88.1 _ I SIDE VIEW DIRECT POWER AND WATER 4000 VASSAR DRIVE NE ALBUQUERQUE,NEW MEXICO 87107 DPW TITLE:P8-TTRGM20-G-CANADIAN SOLAR SOLAR CS6P-250-OP-120MPH-20PSF CUSTOMER: DRAWN BY: DATE: GREENLOGIC WILL G.�- 5-29-14 ENGINEER: JR. SHEET: 1 OF 3 PROJECT: fl TOM TALBOT THIS DRAWING IS THE PROPERTY OF DPW SOLAR, AND CANNOT BE USED,COPIED,OR DISCLOSED W ITHOUT PERMISSION. DO NOT SCALE DRAWING 390" FINAL CUT(324"+84"STANDARD LENGTHS=696") (CAN BE CUT CLOSE TO FLUSH WITH MODULE) 38.66" CS1250 STRONGBACK MODULE RAIL MODULEMODULE P14 POWER RAIL P8 POWER RAIL WIDTH .38"TYP. Trp. TYP. TYP. TYP. u TI M111 64.49" II III III III III III II MODULE II III III III III III II LENGTH TMP II III III III III III II fFi 129.23" .25" III III II III III III III III II II III III III III III II II III III III III III II Il- � _ _ _ _ � rMOUNTING -FOOT 15"(34" MAX.) I 60"(68"MAX.)TYP. 9"SUPER POST TYp, TYP. - (7 STRONGBACKS) TYP. FRONT VIEW �I (PARTIAL) DIRECT POWER AND WATER 4000 VASSAR DRIVE NE \ I� ALBUQUERQUE,NEW MEXICO 87107 DPW TITLE:P8-TTRGM20-G-CANADIAN SOLAR SOLAR CS6P-250-OP-120MPH-20PSF -� - CUSTOMER: DRAWN BY: DATE: STRONGBACK MODULE RAIL UNIVERSAL GREENLOGIC WILL G. 5-29-14 RAIL BRACKET P8 POWER RAIL END CLAMP ENGINEER: J.R. SHEET: P14 POWER RAIL TYP. TYP. TYP. PROJECT: TOM TALBOT THIS-G IS TI-IE PROPERTY OF DPW SOLAR, 2 OF 3 TYP. AND CANNOT BE USED,COPIED,OR DISCLOSED WITHOUT PERMISSION. DO NOT SCALE DRAWING 5/16 TURN BOLT -\ P6 FLANGE NUT P6 POWER RAIL BRACING 3"x1.5"x.130" ALUMINUM CHANNEL VIEW A SEE P14 STRONGBACK VIEW A FF LEG 3"x 1.5"x 130" CROSS BRACE ALUM. CHANNEL P6 POWER RAIL 9" SUPER POST TYP. 60"TYP. (7 LEGS) BACK VIEW (PARTIAL, NOT TO SCALE) DIRECT POWER AND WATER 4000 VASSAR DRIVE NE DPW TITLE' ALBUQUERQUE,NEW MEXICO 87107 P8-TTRGM20-G-CANADIAN SOLAR SOLAR CS6P-250-OP-120MPH-20PSF CUSTOMER: DRAWN BY: DATE' GREENLOGIC WILL G.-� - 5-29-14 ENGINEER: 1.� SHEET: OF PROJECT: J TOM TALBOT THIS DRAWING IS THE PROPERTY OF DPW SOLAR, • AND CANNOT BE USED,COPIED,OR DISCLOSED WITHOUT PERMISSION. DO NOT SCALE DRAWING SUNNY BOY US 7000-US 8000-US - - . ,i ,ur 9i 9��i fathilt u7ui manogementryst®m •tntegrptett)C'tkstcnnactitett SUNNY BOY 5000-US / 6000-US / 7000-US / 8000-US Versatile performer with UL certification The Sunny Boy 5000-US,6000-US,7000-US and 8000-US inverters are UL certified and feature excellent efficiency.Gradu- ated power classes provide flexibility in system design.Automatic grid voltage detection"and an integrated DC disconnect switch simplify installation, ensuring safety as well as saving time.These models feature galvanic isolation and can be used with all types of modules—crystalline as well as thin-film. 'US Patent US7352549B1 su^nD+I%*YdISeays svtr Bay 7000W lurwWA 20VAC 00aVAC W7Vx0 2OBV* 240VAC W`v,K 269VAC 240VAC znVAk *4AC znVAC Input(DC) Max.mc--d"PV power 10 m STC( 6250w 7ww 8754 W 10000W Mox pow+(134 os 9"1} 53000 6350 W 7A00 W 8604 W Max DC vo(tq ; 6w, 600 V b4tl V 60Y DC mninolvoliap 3115 Y 110V 314V 30—V MPP range' 00*'-484 V' MV-400V 250,* A80 V 300'V-484 V Mkl pCva a a#rtvo#age 254 V 10 V 25Q V/30 4 Y/ V 300V/165v, P� d ° /;, 1. 2sAI� 34 34,4 24A 36 A Q:«mb r#� 36 A 1�,"ltl�not 6 A 0 mbined tenninpl 36 A*cambir44,isnninol Kooierof � f a Output(AC) AC rttinal power 5404.YI +SOUR W 8000 - lid r tbW VA'' 6000 VA 7440 VA MVA VA 1'111tntt�s(1tvoftal'�IaE 9,1s' lY + YJ♦ !2t1BVje 21r1Y{e 222e mere 2v/• 2444/e 2v/•, - rrtnlp►:" 1 �� V 211 964V 2at- v 03,.229v 211 ry za4: v - vv 211'-2artv 2Aa� ssv 213- aav" 2441305v - ron�s. �,7 60 H*' 3-60.5 Hz 60 H r 59.3 64.5 Hz .5 61 161;54.3-60.5(1z 641 59.3-60.5 Hz + UA ' 21A 18A '+ 29A 2SA "A UA 29A 25A '32A # (cxaA q 1 1 1 1 - ' / Nlriectlonpllaaes 1/2 1/2 1/1 1/2 1/2 1j1' 1/2 1/2 1/1 1/2 1/1 tkrrltlor c 4% <A% <'.4% <4% S Efficiency a MQ•a twxyY 6.7% 96.8% 0,68% 9&9X 96,8% 97.4% )% 96.9% 91,0% 96.3 965°ks' r 95.5% 9S.5% 45.5% 46.0% 95:5% 96.0% 9t4% 46.4y9 96.0% _ Protection devices DC reversa�tttarity pry =• ' • '# ! 3 '; AC 1titc#icrrr � • # Ga /a�'/s>8po��lrtsiliveelgbnriSurit #j ',�/- i1/- !/- _ P€ ian overvoNage clegoty I/I11 I/111 I/IIt I/M General data in rrlln',(1} 474/618/240 ( 8.5/24191 6M 187/297/190 (7/=12/7;5) Edi (W/H""/0llnmn fif 390/5001-800 -(18/23/ ,L5( O ' %1+ s�stV / 1D�rrlr�" 374/240/201 (15/9/1;1) 3 V B / eg „. 64kg (141'16)/14ks ( � 66A,4(1A5 ?f3.5kg(Sib) 67114' (14744JAks ( " 691V 1101114/09 19 lb) cls t«nlrarm 1�!, - 5°C...+45°C (x-1',3"°f.,,t1 11,13°f( - �; ( ( 44 ASIA) 45 de(A) 46.d8(A( 49 dn( _ 611 Vis+ ff 1 W. W 4.1 ( 1F n an:mer tIr ansy l tffia, - ti� Qpt1C ( QCaol O Emacs vo*% connection argo NEMA �NE)A NEMA 3It/NEMA 38 h1Et to 3R 1 hl viA 31t tJl MA 3R/NEIvL4 3R' Features kSd85/rltuetooth 0/0 0/0O/0 0/c - Warranlyc 10/1S12E11reors a/0/0 1►/O/© /010 0/0/0 Cer9koftsand peih t4q"(#ore cm requeAl( Ut(741,041998,IEEE 1547 fCC Fort 15(Class A&B(.CSA 022,2 Ido.147.12001 NOTE;US kw,*,*a slip oral+8cls. Data at nominrrl condwom s Star4wd� .c feofilres 1�1ot a N Type 9wS8 5000kt5; $8 4004115 ', S8 7000US SB 80001/& - E -_._ o Efficiency curve SUNNY BOY 7000US -- 7 777 ° u 3 v t 9t1 � tt GGWFEWN rMd Ber4 Et +t+1�t 0 ( OA g 96.5 West Rh w 95.5 :1 250 V DC 9e.5 V--310VDC46 0 V DC .S 0 ! 1400 2000 3000 4006" 5000 61*',' 7000 Eom FCM Z Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC 01, nq EaCh.�tri� psi � � ktS t p�► ,t;tct�ri�►eirt�+r F F SMA _Vth-Kl B50©� 1 lVE TER } �nP + noartil�yr�e�� h L Sts ; �'iaCla �an r. Solar 25th=W�pane�s, , .. Each'std 264 Watts x: Array io !pf,5000 Waft ; Alt paw eta prcrund ",�. pan F F ERf �1ntp x � ,�ill�f�ei ; CanadianSolar On-grid Module CS6P is robust solarmodule with 60 solar cells.These modules can be used for on-grid solar applications. Ourmeticulous design and production techniques ensurea high-yield, long-term performance forevery module produced.Our rigorousquality control and in-house testing facilities guarantee Canadian Solar's modules meetthe highest quality standards possible. Key Features • Top ranked PVUSA(PTC)rating in California for higher Applications energy production On-grid residential roof-tops • 6 years product warranty(materials and workmanship); On-grid commercial/industrial roof-tops 25 years module power output warranty Solar powerstations • Other on-grid applications • Industry leading plus only power tolerance:+5W(+2%) • Strong framed module,passing mechanical load test Quality Certificates of 5400Pa to withstand heavier snow load • IEC 61215, IEC 61730, IEC61701, UL 1703, • Ultra reliable in corrosive atmosphere,verified by CEC Listed, CE,KEMCO and MCS IEC61701 "Salt Mist Corrosion Testing" • IS09001:2008: Standardsfor quality management systems • The 1st manufacturerin the PV industry certified for • ISO/TS16949:2009:Theautomotive quality ISO:TS16949(The automotive quality management management system system)in module production since 2003 • QC080000 HSPM:The Certification for Hazardous Substances Regulations • IS017025 qualified manufacturer owned testing lab, fully complying to IEC,TUV, UL testing standards A. AaE IEC .Q.C` C M®F www.canadiansolar.com CS6P-220/225/230/235/240/245/250P Electrical Data Nominal Maximum Powerat STC(Pmax) 220W 225W 230W I 235W 240W 245W 25OW Optimum Operating Voltage(Vmp) 29.2V 29.4V 29.6V 29.8V 29.9V 30.OV 30.1V Optimum Operating Current(Imp) 7.53A 7.65A 7.78A 7.90A 8.03A 8.17A 8.30A Open Circuit Vbitage(Voc) 36.6V 36.7V 36.8V 36.9V 37.OV 37.1V 37.2V Short Circuit Current(Isc) 8.09A 8.19A 8.34A 8.46A 8.59A 8.74A 8.87A Operating Temperature -40'C-+8vc Maximum System Voltage 1000V(IEC)1600V(UL) Maximum Series Fuse Rating 15A Power Tolerance +5W Pmax -0.43%tC Temperature Coefficient Voc -0.34%/C Isc 0.065 VIC NOCT 451C Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrumAM 1.5 andcell temperature of251C Mechanical Data Cell Type Poly-crystalline Cell Arrangement 60(6 x10) Dimensions 1638 x 982x 40mm(64.5x 38.7 x1.57in) Weight 20kg(44.1 lbs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Pallet) 20pcs Engineering Drawings I-V Curves(CS6P-250P) 4 8 I W x u U g# 3 J ogg —606w/m) �Sb!1wA+: 1 t g voeaue(v) vottagem 'Specifications included In this dstasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc.is one of the world's largest solar Canadian Solar was founded in Canada In 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar is on track to expand cell solar systems. Canadian Solar delivers solar power products of uncompromising quality to worldwide capacity to 700MWand module capacity to 1.3GW In 2010. customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. , CanadianSolar 50 On-grid Module CS6P is a robust solar module with 60 solar cells.These modules can be used for on-grid solar applications. Our meticulous design and production techniques ensurea high-yield, long-term performance forevery module produced.Our rigorousquality control and in-house testing facilities guarantee Canadian Solar's modules meetthe highest quality standards possible. Key Features • Top ranked PVUSA(PTC)rating in California for higher Applications energy production On-grid residential roof-tops • 6 years product warranty(materials and workmanship); On-grid commercial/industrial roof-tops 25 years module power output warranty Solar powerstations • Other on-grid applications • Industry leading plus only power tolerance:+5W(+2%) • Strong framed module,passing mechanical load test Quality Certificates of 540012a to withstand heavier snow load • IEC 61215, IEC 61730, IEC 61701, UL 1703, • Ultra reliable in corrosive atmosphere,verified by CEC Listed,CE,KEMCO and MCS IEC61701 "Salt Mist Corrosion Testing" • IS09001:2008: Standardsfor quality management systems • The 1st manufacturer in the PV industry certified for • ISO/TS16949:2009:The automotive quality ISO:TS16949(The automotive quality management management system system)in module production since 2003 • QC080000 HSPM:The Certification for Hazardous Substances Regulations • IS017026 qualified manufacturer owned testing lab, fully complying to IEC,TUV,UL testing standards Ru. A AN IEC .Q. E G ®� .. www.canadiansolar.com GS6P-220/225/230/235/240/245/250 P Electrical Data Nominal Maximum Powerat STC(Pmax) 220W 225W 230W 235W 240W 245W 250W Optimum Operating Voltage(Vmp) 29.2V 29AV 29.6V 29.8V 29.9V 30.OV 30.1V Optimum Operating Current(Imp) 7.53A 7.65A 7.78A 7.90A 8.03A 8.17A 8.30A Open Circuit Voltage(Voc) 36.6V 36.7V 36.8V 36.9V 37.OV 37.1V 37.2V Short Circuit Current(Isc) 8.09A 8.19A 8.34A 8.46A 8.59A 8.74A 8.87A Operating Temperature -40G+85C Maximum System Voltage 1000V(IEC)/600V(UL) Maximum Series Fuse Rating 15A Power Tolerance +5W Pmax -0.43%% Temperature Coefficient Voc -0.34%M Isc 0.065 VC NOCT 45C Under Standard ibst Conditions(STC)of irradiance of 1o00ww.spsotrumAM 1.5 andcag temperature of251C Mechanical Data Cell Type Poly-crystalline Cell Arrangement 60(6 x10) Dimensions 1638 x 982x 40mm(64.5x 38.7 x1.571n) Weight 20kg(44.1 lbs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Pallet) 20pcs Engineering Drawings IN Curves(Cs6P-25OP) • 5 i 6 I I —lcxlowJrr2 —6'. I —SOOw(md 26'= z-oirm„rzmm I � -GCH7wtrc,? 45`t -3Miw Sn —66" R a zi vonage(v) Vohage(V) z 'Spedikations Mduded In this datashest aresubject to W"Out WWnogde. W About Canadian Solar Canadian Solar Inc.is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-Integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solarmodules and November 2006. Canadian Solar is on track to expand cell solar systems. Canadian Solar delivers solar power capacity to 700MWand module ca acct to 1.3GW In2010. products of uncompromising quality to worldwide y P y customers. Canadian Solar's world class team of professionals works closely with our customers to provide them withsolutions for alltheir solar needs. �� DPW SOLAR AAPOWER-FAb& PREFORMED LINE PRODUCTS TILT KIT - POWER RAIL TM P8 INCLUDES ONE-PIECE & TELESCOPING LEG TYPES ASSEMBLY INSTRUCTIONS step-by-step assembly • • Version 1,Rev E PCN 021412-2 r ,AJJOWER+AEC Tilt Kit Power Rai ITM P8 A Few words about these Assembly Instructions These instructions: • Do not include any information on the selection or installation of attaching hardware to be mounted to the roof substrate. For information on compatible attaching hardware, see our publication titled"Power Rail Design Guidelines". • Begin after all roof mounted attaching hardware has been installed and secured to the roof substrate. • Show the Power Rail Mounting System being installed on the"Power Rail PV Flash"roof attachment system. • Are intended to be used by individuals with sufficient technical skills for the task. Knowledge and use of hand tools,measuring devices and torque values is also required. WARNING: • Include various precautions in the forms of Notes, Cautions, and Follow the Warnings. These are to assist in the assembly process and/or to draw procedures and attention to the fact that certain assembly steps may be dangerous and precautions in could cause serious personal injury and/or damage to components. these instructions Following the step-by-step procedures and these precautions should carefully. minimize the risk of any personal injury or damage to components while making the installation an efficient process. For questions on a specific installation please call us or e-mail us at: Phone: 800-260-3792 Email: info@power-fab.com Required Tools V ❑ 1/2 inch wrench or socket for 5/16 inch module clamp hardware ❑ Torque wrench ❑ Ratchet wrench ❑ Ratchet extension bar ❑ Framing square ❑ Tape Measure Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 1 of 14 3 Cr ----------- ------------------ > J 0 -1p 0 14 13 3 15 Co5 Co 12 ---------- 10 Item Description aly I Universal End Clamp 4 per Rod Set 2 Mid CWnp,(511W x*)caniW bolt.IwW nut 2 per 318*gap between modules 5 3 Splice Plate,set d W(5116*x 314')tum boles,lange nuts I per rag joink15 10 4 Pow Red IRS Module Rail 2 per Rai Set 5 Rell4o-Rail Bracket 2 per Strongbad 6 5116r x 3W cenriap bolt,flange nut 2 per Strongback 7 One-Piece Log** I per St L Tdnccpkv Log I W Strongback 10 9 51116r x I*Hex bat let washers.lock washer,nut I per ba 10 L-Foot 2 per LeWSWVbsck Assenbly 11 Power Rai PS Strangbeck I per Mg 12 1 RAD Mid-Clarnp,(5/11(r x bolt.fengle nut 2 per 3W gap between modules 13 RAD End4urm(5/mr x bok,wye nut 4 W Rod Set 14 End-aarnp,(511(r x*)awdep bolt,lange nut 4 per Rai Set _L5_ 5116'x 3/4"turn bolL langs nut 2 per PA"D4W BniK*ot 2,244,2-1/2,or 24W bolt.Length is dependent an depth of PV Module tame Log Imy"is deW dependent.One-Piece or Telescoping;log type Notes:1.Option to instil Mid Clarnp with caffigge bdt or RAID Mid Clwnp. 2.Option to instal Ur*Arsel End Clarnp,End Clem with caffiep bell or MD End Clamp. 0 Tilt Kit Power Rail P8 Parts Identification 4�6 ANDWER-FAB` " Step 1: Install Attaching Hardware NOTE: The selection of attaching hardware is dependent on the roof substrate and site L-feet can be design conditions. Please consult the design manual for specifics. Instructions for attached directly attaching anchoring hardware to the roof or structure are available on an individual to the roof product basis. substrate with the N proper hardware. Of critical importance in mounting the S See Power Rail attaching hardware to the roof substrate is Design Guidelines the N-S span between the attaching "L" Foo � 5/16" for more Hex Nut information. hardware. The N-S span must be set at 48- inches apart in order to use our pre- PV Flash / Washer calculated tilt angle settings. These Hanger % settings will set the array at a preferred tilt Bolt angle but are only effective when a 48- inch span has been used. A. Place the "L"Foot onto the PV Flash hanger bolt, aligning it to the slot of the compression block. PV Compression B. Secure "L" Foot with 5/16"flat Flash Block washer and hex nut. Torque to 14- Figure 1-1:Attaching L-foot to 16 ft.-lbs. the PV Flash Step 2: Measure and Mark Attachment Points on Strongback There are two important attachment points that must be carefully measured and CAUTION: marked on the Strongbacks. One point indicates where the Strongback attaches to Span dimensions the southern"L"Foot and the other indicates where the Le attaches to the northern are a design g specification. end of the Strongback. Consult the A. Refer to Figure 2-1 for Strongback,profile orientation. design manual to match these B. From the southern end of the Strongback, measure and make a mark 1"from dimensions to site the end-this is where the Strongback will attach to the southern"L" Foot. conditions. It's g important to use C. From the nothern end of the Strongback,measure and make a mark 14" the unique span from the end-this is where the le will attach to the Strongback. See dimension specific g g to the install. Figure 2- Failure to do so could lead to From Southern End From Northern End excessive 1" 14" deflection and/or premature system failure. Mark here for"L" Foot Mark here for Strongback Attachment Point Leg Attachment Point S 4*N Figure 2-1:Measure and Mark Attachment Points on Strongback Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 3 of 14 ` 55WER-FAB® Step 3: Attach Leg to Strongback These instructions cover two types of Legs,the Telescoping and the One-Piece. Both types are secured to the Strongback using 5/16"x 3/4"carriage bolts and flange nuts. Figure 3-1 shows the Telescoping and One-Piece legs. A. Slide 5/16"x 3/4"carriage bolt into the Strongback, aligning bolt with the 14"mark previously made on the Strongback. B. Align mounting hole of Leg to carriage bolt and secure with 5/16"flange nut. Finger tighten for now. Align to Mark N Align to Mark / N on Strongback ��� $ on Strongback 1� ,Jl $ i"� 5/16" !�i .� 5/16„ Flange .._��Flange Nut Nut 5/16"x 3/4" 5/16"x 3/4" Carriage Carriage Bolt Bolt Telescoping One-Piece Leg Leg Figure 3-1:Attaching Leg to Strongback Step 4: Attach Strongbacks to Align to Mark Southern "L" Feet on Strongback The Strongbacks are secured to the"L" 5/16"x 3/4" Feet using 5/16"x 3/4"carriage bolts and Carriage Bolt flange nuts. Hardware may vary 5/16" depending on design-specific '`' �'' .�Flange requirements. (See figure 4-1) `� Nut A. Slide one 5/16"x 3/4" carriage bolt into the Strongback. B. Line up your mark on the Note Profile Strongback with the center of the Orientation Southern N southern"L"Foot. "L" Foot S C. Secure with 5/16" flange nut. Finger tighten for now. Figure 4-1:Attaching Strongback to Southern I"foot Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 4 of 14 ,JU5WER+AIf Step 5: Attach Legs to Northern "L" Feet WARNING: These instructions cover two types of Legs,the Telescoping and the One-Piece. Both This is a two types are secured to the Mounting Foot using a 5/16"x 1"hex bolt and hardware. person activity. If using Telescoping Leg, it may be necessary to loosen the two telescoping lock In addition to the difficulties bolts in order to extend or shorten the leg as needed to align the mounting hole of associated with the leg with the slotted hole of the northern"L"Foot. working on a sloped rooftop, A. Raise northern end of Strongback and align mounting hole of Leg to slotted the Strongback hole of northern"L"Foot. Secure with 5/16"x 1"bolt, flat washers, lock and Leg assembly washer and nut. is awkward to handle. One B. Go back and check that the Leg and the"L"Foot position hasn't shifted from person should their marks on the Strongback.Adjust to align as needed. hold and align the Strongback while C. Return to tighten and torque hardware as follows: a second person - Flange Nuts securing Strongback to"L"Foot Torque to 14-16 ft.-lbs. secures the leg to -Flange Nuts securing Leg to Strongback Torque to 14-16 ft.-lbs. the northern"o -Hardware securing Le to "L"Foot Torque to 14-16 ft.-lbs. Foot. Failure to do g g q so could lead to -Two Telescoping Leg lock bolts Torque to 14-16 ft.-lbs. serious personal injury and/or damaged components. O Strongback Leg Z(Telescoping Shown) 0 0 See Views Below 48" VTeescoping N 5/16"x 1" ck Bolts 5/16"x 1" Bolt Bolt Ve Flat S Flat Washer Washer Flat 'R Flat �' Lock Washer LockWasher Washer Washer q 6110P5/16"Nut Northern Northern 5/16" Nut "L" Foot "L" Foot Telescoping Leg One-Piece Leg Figure 5-1:Attaching Leg to Northern "L"Foot Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 5of14 g5WER-FABS Step 6: Installing Rail-to-Rail Brackets Power Rails attach to the Strongbacks via Rail-to Rail mounting brackets, 5/16"x 3/4"turn bolts and flange nuts. The N-S span of the Rail-to-Rail brackets on the Strongback is dependent on the type/size of module being used. If the module manufacturer has provided specific clamping locations,use their specifications; if none are specified by the manufacturer,use a factor of 20-percent of the module length to determine the N-S span of the Rail-to-Rail brackets. (See Figure 6-1 below) Once the span is determined,measure and mark the positions of the Rail-to-Rail brackets on each of the Strongbacks. S4=*N 20% of Module length Module 60% Length of Module length oau�e M Rail-to-Rail Bracket 20% Position of Module length Strongback 0 0 • Rail-to-Rail • Bracket Position Figure 6-1:Positioning the Rail-to-Rail Brackets on the Strongback Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 6 of 14 ER-FAB• NOTE: Align and install the Rail-to-Rail brackets to the marks made on the Strongback. Use care in A. Insert 5/16"x 3/4"turn bolt into the Strongback, twist and lock into place. aligning the Rail- to-Rail brackets B. Align Rail-to-Rail bracket to turn bolt and secure with 5/16" flange nut. from one Torque to 14-16 ft.-lbs. Strongback to the next.This will Continue in this manner installing all Rail-to-Rail brackets on remaining greatly assist in Strongbacks before moving on to install the Power Rails. the installation of the Power Rails. 5/16" Flange Nut 5/16" NOTE: Flange Nut '+t• Tum Bolts must be Rail-to-Rail locked into the Bracket Rail-to-Rail channel by rotating Bracket clockwise 90- 5/16"x 3/4" degrees. Use the Turn Bolt 5/16"x 3/4" indicator slot on Turn Bolt the threaded end Strongback to identify whether Strongback g or not a Tum Bolt has been locked. Southern N "L" Foot S Tum Bolt shown �N in channel of S Strongback Figure 6-2: Southern & Northern Rail-to-Rail Bracket Installation ft Step 7: Splicing Power Rail with Splice Plates In some cases, the overall length of a rail set may require the use of a Splice Plate to Indicator Slot butt joint two lengths together. Splice Plates get mounted on the sides of the Power shown in Red Rail. The steps below describe how to install a Splice Plate. A. Insert two 5/16"x 3/4"turn bolts into the channel of each Power Rail section to be spliced. . Hold Butt-Joint Closed B. Hold the two ends of Power Rail Splice`` together. Plate C. Position the Splice Plate on the -•- -�'- Power Rail and four turn bolts. - -• �- D. Align the Splice Plate so that it's `- - equally divided along the Power 5/16" 5/16"x 3/4" Rail buttjoint. Flange Nuts Turn Bolts E. Secure the Splice Plate to Power Figure 7-1: Splice Plate Installation Rails with four 5/16"flange nuts. Torque to 14-16 ft.-lbs. Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 7 of 14 U5WER+AEr Step 8: Installing Power Rails Power Rails attach to the Rail-to-Rail brackets using 5/16"x 3/4"turn bolts and flange nuts.While installing,pay close attention to the orientation between the Power Rail and the Rail-to-Rail brackets.Additionally, refer to the job specific plans for the E-W positioning of the Power Rail along the Strongbacks. In most cases the run of the Power Rail is centered over the Strongbacks. A. Position the southern Power Rail to the north side of the Rail-to-Rail brackets with the Power Rail profile in the same orientation shown in Figure 7-1. B. Referring to the Power Rail Design Guidelines, set the E-W position of the Power Rail in relation to the Strongbacks by following the maximum allowable spans and cantilevers required for your site conditions. C. Insert one 5/16"x 3/4"turn bolt into the Power Rail at each location of the Rail-to-Rail brackets along the Power Rail. D. Align each turn bolt to its respective Rail-to-Rail bracket and secure with 5/16" flange nuts. Torque all at 14-16 ft.-lbs. Install the northern Power Rail in the same manner. (See Figure 8-1) Power Rail Power Rail 5/16"x 3/4' 5/16"x 3/4" Turn Bolt Turn Bolt Rail-to-Rail Rail-to-Rail / Bracket Bracket Note Profile Note Profile 5/16" Orientation 5/16" Orientation Flange Nut Flange Nut N S� S%OOK N Figure 8-1: Installing Southern and Northern Power Rails Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 8 of 14 WER-FABS ` WARNING: Step 9: Installing PV Modules to Power Rails with Module Clamps This is a two PV Modules are secured to the Power Rail using Mid ClStandard or RAD person activity. g Clamps( ) In addition to the and End Clamps (Standard,RAD or Universal), along with the appropriate difficulties attaching hardware. associated with working on a Attaching hardware includes Carriage Bolts or RAD Bolts for Mid Clamps and End sloped rooftop PV Clamps,while the Universal End Clamp includes a preassembled Hex Bolt. Modules are heavy. One The importance of correctly installing End and Mid Clamps: person should There is only one correct method of installing End Clamps and Mid Clamps. Failure hold and align the to follow the correct method could lead to personal in structural failure and/or modules while a p jury, , second person damaged components. See Figure 9-1 for proper method of installation for an End secures modules Clamp and Figure 9-2 for the Mid Clamp. Refer to these figures during the with clamping installation of the Modules to prevent any undue problems associated with an hardware. Failure im ro er installation. to do so could p p lead to serious personal injury and/or damaged CORRECT WRONG components. End End Clamp Clam Correctly Instal ed Installedill Incorrectly Figure 9-1: Correct and Wrong methods of installing Standard End-Clamp (using Carriage or RAD Bolts) CORRECT " Tabs WRONG I Mid Clamp is not square O p to Modules i Installed with Visible Gaps Modulesbutted between Mid against Mid Clamp Tabs and Clamp Tabs Module Frames Modules Figure 9-2: Correct and Wrong methods of installing a Mid Clamp (using Carriage or RAD Bolts) Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 9 of 14 J§DWER+AEf Installing Modules using Standard End and Mid Clamps: WARNING: Start with exterior Module and End Clamps. Modules must be A. Place Module on two Power Rails, held in place until centering it lengthwise. Use a they are secured dStandard - at all four points square to square-up the Module to End ClampX15/16" with clamping the Power Rails. >� - Flange hardware. Failure Nut to do so could B. Insert one 5/16"x 2, 2-1/4, 2-1/2 or lead to serious 2-3/4"carriage bolt into the top personal injury slot of the Power Rail. Push the and/or damaged bolt against the side of the module components. frame. Install End Clamp onto bolt and secure with 5/16" flange nut. Torque to 14-16 ft:lbs. (See - Figures 9-1 and 9-3) Now install the next in-line Module using Mid Clamps. 5/16"x** C. Before placing the interior Module Carriage Bolt P8 Power Rail NOTE: onto the Power Rails, first insert ** 5/16 x 2,2-1/4,2-1/2,or 2-3/4 inch bolt. If using standard 5/16"x 2 21/4 2-1/2 or 2-3/4" Length dependent on Module frame depth. 5/16"carriage 2-1/4, bolts for Mid carriage bolts (bolt length is Figure 9-3:Installing Modules using Clamps,they must dependent on depth of Module Standard End-Clamp be inserted into frame) into the Module Rail, Power Rail before sliding the bolts inward next to the previously installed exterior Module. installing interior Modules. (See Figure 9-4) If using RAID hardware,they can be inserted Slide 5/16 x anytime at any Carriage Bolts into . position along the Module Rail Power Rail. r ! f - - Slide Carriage ry -✓ Bolts inward, ** 5/16 x 2, 2-1/4, adjacent �''-,.� 2-1/2, or 2-3/4 to Exterior J' inch bolt. Length PV Module / is dependent on Exterior Module frame PV Module depth. Figure 9-4: Inserting Mid Clamp Hardware into Power Rail Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 10 of 14 ,A§511VER-FAB` D. Install a Mid Clamp onto each carriage bolt making certain that the Mid Clamp tabs rest between 5/16" the two modules. Standard Flange Mid Clamp Nut E. Push Modules against Mid Clamp i- tabs and secure Mid Clam with Clamp w ��� Push Modules All 5/16" flange nut. Torque to 14-16 r against Tabs ft:lbs. (See Figures 9-2 and 9-5) Tabs Z'A of Mid Clamp � . i Pre-loaded Carriage Bolt Figure 9-5:Installing Modules using Standard Mid Clamp Installing Modules using RAD End and Mid Clamps: Start with exterior Module and End Clamps. A. Place Module on two Power Rails, centering it lengthwise. Use a RAD square to square-up the Module to End ClampW_'5/16" the Power Rails.the Flange-- Nut B. Insert one 5/16"x 2, 2-1/4, 2-1/2 or 2-3/4"RAD bolt into the top slot of the Power Rail. Push the bolt against the side of the module '" 5/16"xRA ** frame and twist to lock in place. D Bolt Install End Clamp onto bolt and secure with 5/16" flange nut. Rotate Torque to 14-16 ft:lbs. (See to Lock Figures 9-1 and 9-6) Install next in-line Module using Mid Clamps. 1OP8 Power Rail C. Insert one 5/16"x 2, 2-1/4, 2-1/2, or 2-3/4"RAD bolt(bolt length is ** 5/16 x 2,2-1/4,2-1/2,or 2-3/4 inch bolt. Length dependent on Module frame depth. dependent on depth of Module frame) into each Rail, next to the Figure 9-6:Installing Modules using previously installed exterior RAD End Clamp Module. Twist RAD bolt to lock in place. (See Figure 9-7) Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 11 of 14 AJzP5WER+AB® WARNING: D. Place next Module onto Rails. RAD ��5/16" Be certain that all E. Install a Mid Clamp onto each Mid Clamp Flange Flange Nuts on i Nut End and Mid RAD bolt making certain that the Clamps are Mid Clamp tabs rest between the �> tightened and two modules. torqued to the Tabs 5/16"x** stated values. F. Push Modules against Mid Clamp RAD Bolt Failure to do so tabs and secure Mid Clamp with could lead to 5/16" flange nut. Torque to 14-16 serious personal ftAbs. (See Figures 9-2 and 9-7) '111111% Pus h Modules injury and/or . Rotate against Tabs damaged to Lock i of Mid Clamp components and property. Installing Modules using Universal End Clamps: A. Place Module on two Power Rails, centering it lengthwise. Use a square to square-up the Module to ** 5/16 x 2,2-1/4,2-1/2,or 2-3/4 inch bolt. the Power Rails. Length dependent on Module frame depth. B. Position Universal Clamp Figure 9-7.Installing Modules using underneath the module with RAD Mid Clamp notches facing the outside edge of the module, and rail centered between'forks' of the clamp. Slide clamp notches towards the module flange until the flange bottoms out in the notches. Tighten 5/16"bolt on bottom of universal end clamp. Torque to 14-16 ft:lbs.Repeat for both end clamps. (See Figure 9-8) Slide Universal Power Rail End Clamp (Views looking from underside) 1 `-5/16" Bolt Figure 9-8: Installing PV Modules using Universal End Clamp Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 12 of 14 ,duDWER-FAB" Step 10: Adjusting Tilt Angle with Telescoping Legs The Telescoping legs are designed to easily adjust the tilt angle of an array. It is recommended that this procedure be done by a minimum of two people.After loosening specific hardware, the full array pivots from the southern"L"Feet. SAN B C WARNING: It's very important A► B to support the weight of the array during this Note: Letters designate loosening sequence procedure.A of hardware-matches step-by-step text on next page. minimum of two people should be used to hold and Figure 10-1:Adjusting TiltAngle support the array while a third Use caution when loosening hardware to avoid disengaging from their locations. person loosens Loosen just enough to allow components to rotate freely(See Figure 10-1). and re-tightens the hardware. A. Begin by loosening the hardware attaching the Strongbacks to the"L"Feet. Failure to do so could lead to B. As two people hold and support the array from the backside,the third person serious personal loosens the hardware at both ends of the Telescoping legs. injury and/or damaged C. Now loosen the Telescoping leg lock bolts. components and property. D. Lift/push the array to the desired tilt angle and hold in place. E. Re-tighten and torque hardware as follows (See Figure 10-2): 1. Two Telescoping Leg lock bolts: Torque to 14-16 ft:Ibs. 2. Flange Nuts securing Legs to Strongback: Torque to 14-16 ft:lbs. 3. Hardware securing Legs to"L"Feet: Torque to 14-16 ft:lbs. 4. Flange Nuts securing Strongbacks to"L"Feet: Torque to 14-16 ft:lbs. Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 13 of 14 JNDYVER-FAB` WARNING: S4=* N Be certain that all hardware has been re-tightened and torqued to the stated values. Failure to do so could lead to serious personal 2 injury and/or damaged components and property- 1 4 3 Note: Numbers match step-by-step torque values in steps above. Figure 10-2:Re-tighten and Torque Hardware Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 14 of 14 DPW SOLAR PREFORMED LINE PRODUCTS 4000-B Vassar Drive NE Albuquerque,New Mexico 87107 USA Telephone:800.260.3792 Fax:505.889.3548 Web Site:www.DPWSolar.com E-mail:info@power-fab.com ®2012 Preformed Line Products PCN 021412-2 Version 1,Rev E