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HomeMy WebLinkAbout37703-Z 'r Town of Southold Annex 6/25/2013 O�g11FFa(,f� �. P.O.Box 1179 54375 Main Road CA Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36304 Date: 6/25/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1940 Duck Pond Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 83.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/7/2012 pursuant to which Building Permit No. 37703 dated 12/19/2012 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: GROUND MOUNTED ELECTRIC SOLAR PANEL SYSTEM TO A DWELLING AS APPLIED FOR The certificate is issued to Mulrain Jr,William&Catherine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37703 06-10-13 PLUMBERS CERTIFICATION DATED ZZ Yholf"ized nature ��o�gUFFot�co TOWN OF SOUTHOLD BUILDING DEPARTMENT i TOWN CLERK'S OFFICE o . 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#: 37703 Date: 12/19/2012 Permission is hereby granted to: Mulrain Jr, William & Smith-Mulrain, Catherine 1940 Duck Pond Rd Cutchogue, NY 11935 To: construct a ground mounted electric solar panel system to a dwelling as applied for At premises located at: 1940 Duck Pond Rd,Cutchogue SCTM #473889 Sec/Block/Lot# 83.4-4 Pursuant to application dated 12/7/2012 and approved by the Building Inspector. To expire on 6/20/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 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 $15.00 Date. l 2 . 5- l 2 New Construction: Old or Pre-existing Building: (check one) n � ,� rr Location of Property: 1 q q� !�ld c t70nc-� C W�C�►O a e- House No. Street Haml-etn Owner or Owners of Property: (Ot<<to ryz u-�rd ^--�'� -� '' �h'' - y ` va r n Suffolk County Tax Map No 1000, Section S 3 Block y- Lot 4 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: `� (check one) Fee Submitted:$ 5 y licant Signature t SUFFO�,� Town Hall Annex Telephone(631) 765-1802 54375 Main Road g Fax(631) 765-9502 P.O. Box 1179 • Southold, NY 11971-0959 A1j01 � �a roger.richert(ED-town.southol d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Mulrain Address: 1940 Duck Pond Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37703 Section: 83 Block: 4 Lot: 4 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 x 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 rl Switches Twist Lock Exit Fixtures TVSS Other Equipment: ground mount, 7920 watt PHOTOVOLTAIC SYSTEM, to include,33-cs6p240 solar panels,1-sma8000us inverter,and a/c disconnect Notes: Inspector Signature: Date: June 10 2013 Electrical Certificate.xls OF SOUjyo� G i • O o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTORS+ �C�- �� Pacifico Engineering PC _._...__ Engineering Consulting 700 Lakeland Ave, Suite 2B - Ph: 631-988-0000 Bohemia, NY 11716 I' - G P Fax: 631-382-8236 www.pacificoengineering.com i, C� -� engineer@pacificoengineering.com June 11, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for William Mulrain Section: 83 1940 Duck Pond Road Block: 4 Cutchogue, NY Lot: 4 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 W yo �� Q CO * E C E V 4_ 06605 RalphOp ",PPIb� ngineer EJUN18 2013 NY 066 04744306 BLDG.DEPT. TOWN!OF SOUTH(RD FIELD INSPR N REPOR'T DATE COMMENTS • �'OUNDATtON(1ST) � FOUNDATION(2ND) e� lh ' z O ROUGH FRAAMQ& �7 PLUMBING . W lK$UL•ATION PER N.Y. STATE ENERGY CODE Ln Al FINAL ADDITIONAL COMMENTS iI GO. � rn e R 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. 3 7 7t?3 Check Septic Form N.Y.S.D.E.C. Trustees f D Flood Permit Examined 20 /Y U Storm-Water—Assessment Form DEC — 7 2012 Contact: � C oy t� UL G Approved Mail to:yZS G2-3q/k Disapproved a/c Sbuf har�P-lor,, Ny I l�j(o R BLDG.DEPT. TOWN OF SOUTHOLD Phone: �p3(• 1'1I• S1S'2 Expiration 2VI Building Inspector APPLICATION FOR BUILDING PERMIT Date [ 2 - S ,20 1 2 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 yinspectors on premises and in building for necessary inspections. y '3d r 89-4,_• I Q S' 'tc LL �e� 1 f,`I �Rr r� W k� 1 ��� r���.�G� (Signature of applicant or name,if a core ration) � I � �� Sou--Ehav,� _ ELECTRICALNy l 1��8 �a (Mailing address of applicant) , INSPECTMN State whether applicant is owner, lessse��e, agent, architect, engineer, general cone°aR r9e'lU rl'e ah; lumber or builder L,0vv-6a 7✓ DATE• 'z / L B.P. w l< <lc1rvN tom[ ram,t r. FEE: BY Name of owner of premises NOTIFY BUILDING DE ARTMENT r^ i (As on the tax roll orJNeWfreed AM TO 4 PM FOR THE If applicant is cor ration, signature of duly authorized officer FOLLO�NlN INSPECTIONS: 4 1, FOUNDATION-TWO REQUIRED(Name and tle ofcotperate officer) FOR POURED CONCRETE 2, E1Ul Gm-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING Builders License No. 022•'1 L—� 3, INSULATION Plumbers License No. 4, FINAL-CONSTRUCTION &ELECTRICAL Electricians License No. :3959 _ MP— MUST BE COMPLETE FOR C.O. Other Trade's License No. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR 1. Location of land on wh'ch proposed work will be done: D I+IGN R CONSTRUCTION ERRORS. House Number Street Hamlet County Tax Map No. 1000 Section g 3 Block—4 Lot q Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy s t ri! j le -�ry1, (q c1we1 t t'aq b. Intended use and occupancy S[ram -�avy� ►(`f We(� r'1� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work eli-o+r tc. SAS 1ew"(Description) 4. Estimated Cost z�, 2 gS Fee * (0 d (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 13 5• S S Rear 1 (P C)•S S Depth 25 O 10. Date of Purchase ` (Qq Ct Name of Former Owner ZOU 1'Y1 dS CDmve�cti COr 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 1.13 lltorv, (QQO .DULk.PovA RBI / 14. Names of Owner of remises n()u lra�r� Address avAtr ho U� Phone No. (0?31 - `T?J t-(.t{2c(SC Name of 11ef Pac��Cco t innn=Ntn Address C i Phone No(o31-q 8g-00c)o Name of Contractor ,�eP,-,L volt c L L Address 2s cQ 3a hone No. 63(• 7 i•St S Z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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 * 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- t`tLOSI vv1 AV 1bGLX ve being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above C/ v-`�Inamed, II (S)He is the Qt Yc3 (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. Sworn to before me this day of Nota Public Signature of Applicant ZVON- Townof Southold Erosion, Sedimentation A Storm-Water Run-off ASSESSMENT FORM tic` PROPERTY LOCATION: S.C.T.W. : THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A As WD Z0;2, STO WATER.ORADINfl DRAT Afl AND EROSION CONTRO PLAN --�� CERTIFIED BY A DESIGN PROFESSIONAL IN HE-STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? ' , Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Genbrated'by a Two(2')Inch Rainfall on Site? / the Scope of Work for Proposed Construction) (This Item will Include all run-off created by site V b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activAy? Impervious surfaces.) (I.F.r Aereat / Z Does the Site Plan and/or Survey Show All Proposed PROVEDE•BRIEF PROJECT DESCRIPTION (Ptevld-bedpepeeeeNoodom Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and n l rO u rIJ MDAAi Slopes Controlling Surface Water'Flow. 3 Does the Site Plan and/or Survey describe the erosion — (G S�� and sediment control practices that will be used to control site.erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there Is a.change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand a (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC sWPPP Reaulromants: or within One Hundred(109)feet of a Weiland or Submission of a SWPPP Is required for an Construction activities involving son Beach? disturbances of one(1)or more acres;Including disturbances of less than one acre that T Will there be Site preparation on Existing Grade Slopes ate part of a targer common plan that wig ultimately disturb one or more acres of sand; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activinas Involving soil d1shubanow of less than one(1)acre where One Hundred(100')of Horizontal Distance? El — the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meat the Nnnlmum ReWiremente ofthe SPDES General Pormlt 8 Will Driveways,Parking Areas or other Impervious for storm water Discharges from Construction activity-Permit No.GP-040.001.) RSUrfaCBg be Sloped to Direct Stomt-Water RunAl( — 1. wn The SWPPP shall be prepared prior to the submittal of the Not.The Not shall be Into and/or in the direction of a To right-Of-ways / submitted to the Department prior W the oommenwmentof`constmcllon act Wry. 9 Will this Project Require the Placement of Material, /+ 2.The SWPPP eha0 describe the erosion and sediment contrail practices and where required,postconstnxticn storm water management practices that will be used andlor Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water diacharges and to assure Item Within the Town Right-of-Way or Road Shoulder — compliance with the terms and conditions of this penNt in addition,the SWPPP stag Area?m,te Item will NOT Include the 4utaltattan of DrImmy Aprons) Identify potential sources of pollution which may reasonably be expected to effect the quality of storm water dLscharges. NOTE: If Any Answer to Questions One through Nine Is Answered with a Chock Marls 3.AN SWPPPs that require the postcor stiuctbn storm water management practice In a Box and the construction sits disturbance Is between%G00 S.F.d 1 Acre In gran, component shag be prepared by a qualified Design Professional Licensed In New York a Stdrm'waw,Grading,Drainage&Erawon Control Plan Is Required by the Town of that Is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted tot Review Polar to Issuanee of Any Bullring Permit (NOTE: A Chock Mark(J)ondlorAnswor foreach Question Is Reyulrw fors CampMe hpplkaiSon) SPATE OF NEW YO COUNTY OF....................... SS A-k el,V-�e- 171at I....................... ..................ing.................................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of brdlvia9rel sign Dowmant) A� � . Andthat he/she is the ................................l/�/. e�G ...................................................... (Owner,Convector,AgwN,Corporals Officer.at,-) Owner and/or representative of the 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 herewith. Sworn to before me this; ......................... day... ..... .... . Notary Public: :.. ] . (Signabxe of Applicant) FORM - 06110 BARBARA A CASCIOTTA Notary Public,State of New York No.01-CA4894969 Qualified in Suffolk County - 'e-n,l�tise;etn-Expifl3s Mey�1, af sogpj • - �o ono Town Hall Annex Telephone(631)765-1802 54375 Main Road 6 y ( 31)765-95Q2� P.O.Box 1179 G @ rover.richertetfl`wn.southollaa.ny.us Southold,NY 11971-0959 Q� BUILDING DEPARTMENT I TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 12 - S • l Z Company Name: C ✓,e,en LO IC L U C— • Name: R_o Imo✓+ ' License No.: Address: 1425 C'o1 n RJ .39 A- Scu+karn N 1161(o? Phone No.: (p 31• -7-1 - JOBSITE INFORMATION: (*Indicates required information) *Name: w 11 lc�✓1'L U.�Ira. ✓� *Address: 10L40 1�uGk. I�On�I R 2d , *Cross Street: *Phone No.: Permit No.: 7 " -O 3 Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) L � Sr,n�- BoDOU,� 1 n�1e✓�� ��2 O vVa-E-E-5 - (Please Circle All That Apply) Is job ready for inspection: YES/ Rough in Final *Do-you need a Temp Certificate: YE / NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 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 f .82=Request for Inspection Form I p' as-24e� 99-346 ! _-;4000A so.FT. t 5.39000'OO"E• 160.55' 20' drainage easement well Th r X b � r O 59S 39.1' 1 STY Fit DWELLAR - ur.r./Pad CY,hI O V) rr OA �1 - - �9 -U- C C z k-20' dr inage easement ��. i N.39400'00' W 135.55 0 SV, DUCK POND ROADow N xao 0 as TTI c 9-10-1999 REVISE DISTANCES TO SEPTIC a.6-1999 FINAL SURVEY NOTE:CESSPOOL,SEPTIC TAW AND WELL O � 11-27-1999 FOUNDATION LOCATION LOCATION 9Y OTHERS. l� Q 1-;6-98 PRu? pY1EL.L. -, JOB NO. 97-259 FILE NO. WOODBINE MANOR A 00-ftla tAM IMm SIONI) GUA.wNIEFO gh- 1. ."OWN NERLoN fRoM Txl MALL kw OKY To M Maw SURVEYED FOR M. ..046 AM MR Ato TxV90MrPut. ARM.AAM OWN NIS WwW W LOT NO. 4 •034 AND WN AND TMERITOai Wd TOU GOWAM. 0ovw vwN %At Nor IMIf$1LD TO nude TI! Tx A01MV AM (E�p ,laT1 MAP OF WOODBINE MANOR W,C110N Of MHUS. MAIMING IUMM L13TTA MaRtf%. AtW To Niue, POOLS, PATIO& RAMMO TNI A3 OMM of THE UMMING •ftAi. ADDITION t0 RUILDII" TN3TITUT,ON, o,UARANT113 Aef '�A'AN'foM1RCQKIAUCNON, NOT TRANOWAAU TO AWnIOIA, SITUATED AT CUTCHOGUE INITITUTIONS an TURIIDUINI JNAVrwowz#R A1TI,IATION OR OWNM hDOCTION To nW iunrer 4 A TOWN OF SOUTHOL D - - - SU F FOLK COU NT Y N Y M A�fart PARN 7m or MUCATIONN 61�No TUC LAB fuRVVIVOR'3 SCALE V. c _AW IM(Tttf RIAL OR IMS03SM MAl 50, DATE T 2 3 •-`199 7 A Nor �_ eoNm 1110 To u FILED MAP NO. 8235 DATE 12— 15 1986 • U GUARANTEED ONLY TO - 1Z_ OF NEW yo TA"AP NO. 1000-83 - 4 - 4 (REF.ONLY) DISK WILLIAM A.MULRAIN, JR. CO T, R `• CATHERINE SMITH MULRAIN 101-TAAryOH0 HAROLD F. TRANCHON IR P.(,. SNY MORTGAGE CO.LLC o" .�� ?- LAND SURVEYOR . COMMONWEALTH LAND TITLE 1NSU AN EgCO. } L_ 1 r i,,� A i ry`_ . 1866 WADING RIVER-MANOR RD. WADING RIVE! 04isy9� D NEW YORK, 11792 51 6-929.4fi95 HAROLD F. TRANCHON JR. P. N. �� 'tbti�. .2$Y115-E GREENLOGICO ENERGY December 5, 2012 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 William Mulrain who has engaged us to install a ground-mounted solar photovoltaic (PV) electric system for their home at 1940 Duck Pond Road, Cutchogue. C E � W E In connection with this application, please find attached: In , DEC - 72012 • Building Permit application • A Storm Water Assessment Run-off Form BLDG. DEPT. • Certificate of Occupancy Application _ ^ TOWN OF SOUTHOLD • Covenants and Restrictions of the property • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 Spec. sheets of the solar panels (Canadian Solar CS6P240) • 2 Spec. sheets of the inverter (SMA8000US) • 2 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$150 ($100 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, Barbara Casciotta Account Manager GreenLogic LLC 631-771-5152 ext. 117 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 AM LOGIC° ENERGY June 14, 2013 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 37703 Catherine &William Mulrain 1940 Duck Pond Rd, Cutchogue To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for William & Catherine Mulrain's solar electric system, which we installed at 1940 Duck Pond Rd, Cutchogue. Please arrange to send them the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Barbara Casciotta Senior Account Manager GreenLogic LLC 631-771-5152 Ext. 117 JUN 18 2013 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 BLDG. DEPT. SOUTHAMPTON ROSLYN HEIGHTS TOINN OF SH-HOLD-__,____.___ 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 I 1 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME i SUFFOLK COUNTY .Master Electrician License This is to certify that ROBERT J SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in-accordance i with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York. Additional Businesses i i I i NOT VALH)WITHOUT I DEPARTMENTAL.SEAL AND A'CURRENT CONSUMER AFFAIRS I1)CARD � Director i - anf New.York State Insurance Fund a Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 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 122263 203954 08/11/2012 TO 08/11/2013 9/12/2012 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 08/11/2013, 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 08/11/2013 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 U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certtcertva1.asp or by calling (888)875-5790 VALIDATION NUMBER: 196174675 U-26.3 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/12/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Brookhaven Agency,Inc. Brookhaven Agency,Inc. P"D"E 631 9414113 Fax 631 941-4405 P.O.Box 850 EAI -M `s s, brookhaven.agency@verizon.net 150 Main Street PRODUCER East Setauket NY 11733 INSURERS AFFORDING COVERAGE NAIL# INSURED INSURER A: Torus Specialty Insurance Co. Greenlogic,LLC INSURER B: Merchants Preferred Insurance Co. 425 County Road 39A,Suite 101 INSURER C: Commerce&Industry Insurance Co. Southampton,NY 11968 INSURER D: INSURER E: 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. rA TYPE OF INSURANCE ADDL SWVD UB POLICY NUMBER POLICYI YYY POLICY MILDD YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY X 50817A121B 01/31/12 01/31/13 DAMAGE TO RENTED 50 000 X CLAIMS-MADE FX�OCCUR - MED EXP(Any oneperson) $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X CONTRACTUAL LIAB GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- 71 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B x ANY AUTO CAP1043565 06/12/12 06/12/13 (Ea BODILY accINnt) $1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $5,000,000 A EXCESS LIAB CLAIMS-MADE X 50817A121A 01/31/12 01/31/13 AGGREGATE $5,000,000 DEDUCTIBLE $ X RETENTION 10,000 - $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y ITS C ANY PROPRIETORIPARTNER/EXECUTIV�,Yn�/"� WC001602420 08/11/11 08/11/12 E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? U N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $11000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I 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 <NST? ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD 1. 7/ �31 Wg J�A!� .0 Vr:E _W; Suffolk County Executive's 0 ce of Consumer Affairs bF V VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEWYORK 11788 Iv �. `� 1 l ,�t DATE ISSUED: 5/25/2006 No. 40227-H SUFFOLK COUNTY Home Improvement Contractor License certifv that MARC A CLEAN This is to doing business as GREEN LOGIC LLC 4K having ftu-nished the requirements set forth in accordance with and subject to the provisions of applicable-laws,rules gulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME and re IMPROVEMENT CONTRACTOR,in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DFPARTMENTAL SEAL AND A CURRENT CONSUNAElk AFFAIRS ID CARD Z Director Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 26 P C r Ph: 631-988-0000 Bohemia, NY 11716 ,, Fax: 631-382-8236 www.pacificoengineering.com E GIN �IGc engineer@pacificoengineering.com November 20, 2012 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for William Mulrain Section: 83 1940 Duck Pond Road Block: 4 Cutchogue, NY Lot: 4 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 Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. C I The climactic and load information is below: I CLIMACTIC AND Ground Wind Live load, GEOGRAPHIC DESIGN Category Snow Load, Speed,3 pnet30 per CRITERIA pg sec gust, ASCE 7, mph psf Ground Mount C 20 120 47.9 Solar Array —� I i F WERW }• 0 Z pACIFj O x co t% . w Ralph Pacifico, PE z Professional Engineer n r'.,:,•.;' ' Ralp ngineer NY 06 04744306 GREENLOGIC° Et[iflNwTiryG fAt MI OF wiRGY 59'-4" ><X>< IXXX><>< ><I [><>= >< x DRAWING NUMBER: P,.acifico Engineering FC 1 OF 3 Po 1,6 1448;E ri..NY 1n82. 631-988-DODO wsw?pacificoenglneeiing.com GROUNDMOUNT LAYOUT Ralph PaG11co+Profassiarud Engineer'. NY Ut:068182 NJ Lic 24GEo47443� GreenLogic, LLC—Approved 7.92kW Panel Dimension =64.5"x38.7" Layout 33 Canadian Solar 240w Array Length = 748.2" IAEW Yp DPW Groundmount Array Height= 118.1" w� pACIFlL,O '� William Mulrain Azimuth = 180° Surface Dimensions = e� 1940 Duck Pond Road Pitch = 25° �� � � w Cutchogue, NY Scale 1/8"= 1.0' Magic#= c� y z ISSUES!SPECIAL INSTRUCTIONS �` 7 PROJECT COMPONENT COUNT A)Attachment type and count: Canadian.Solar 240W �Z,S 066�$2 �Qv B) Rail type and count: DPW Groundmount �opRol t^ss�° Ralphh Paci i sional En ineer Layout Created By: MVP Date: 11-7-12 NYS Lic#066182 NJ Lid/249EB4744300 kklAfiNAlIRO ILo GIC" O COST orCKRavJOutEEV � Canadian Solar rx1S13 40 Ground Mount Specifications / Panel = Canadian Solar 240w .�, . Panel Dimension = 64.5"x38.7" 'S0e¢ = yl GM Array Pitch = 25 degrees Concrete Slab Dimensions = 59'4"x9'9"x6" 8"400OPSI Concrete Slab Front Leg Height Above Ground = 9" with"mum, W Crushedorcing Mesh Rail = DPW Power Rail P8 I.mirumum 2"Crushed C°ncrele(RCA) DRAWING NUMBER; Pqc fico Engineering PC 2 OF 3 PO Box 144;SaAje,W 11782' 631-968-WW www.Pad6coengineering.corn GROUNDMOUNT DETAIL Ralph Pacifico,�Proresslonal Engineer NY UC 0M82 NJ Uc 24GE04744300 GreenLogic, LLC—Approved 7.92kW Panel Dimension =64.5"x38.7" Layout 33 Canadian Solar 240w tlEW YO Array Length = 748. "2 O PaclP R� DPW Groundmount Array Height= 118.1" �� � ��0 Surface Dimensions ` � William Mulrain Azimuth = 1800 % e = " 1940 Duck Pond'Road Pitch = 25° Magic#_ " CO - w Cutchogue, NY ` Scale 1/8" = 1.0' ISSUES/SPECIAL INSTRUCTIONS 1< ;, ,1 , PROJECT COMPONENT COUNT Canadian Solar 240W A)Attachment type and count: s�o 060 B) Rail type and count: DPW Groundmount 'OROFES`' Rat h Pacifico Professional Engineer Layout Created By: MVP Date: 11-7-12 NYS Lid#OW182 NJ Lid#249EO4744300 r GREENLOGIV EtEfA3FR1tfl&INF 0057 ev E6FfiCY. u Blue Blue Yellow Yellow Brown CD m > > j o 0 0 EE EE Q o m m m } Co m m 0 Blue Yellow Yellow Brown Brown DRAWING NUMBER: Pacifico Enoineering'PC 3 OF 3 Po i61448,saymIe,Ni I nsi 631-988-WW'.`www.pacirmoeiigineering.com. ROUNDMOUNTSTRINGIN 3x11 on SMIA8000US R elph Paeafico,,Professional Engineer ;NV.Lie.066182NJ Lic 24GE04744300 GreenLogic, LLC—Approved 7.92kW Panel Dimension =64.5"x38.7" Layout 33 Canadian Solar 240w Array Length = 748.2 p`K SEW yO.g DPW Groundmount Array Height= 118.1" William Mulrain Azimuth = 180° Surface Dimensions 1940 Duck Pond Road Pitch = 250 Magic# _ " C/) W z Cutchogue, NYis Scale 1/8" = 1.0' ISSUES/SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT Canadian Solar 240w f �� A)Attachment type and count: �s 06 B) Rail type and count: DPW Groundmount �QPR0FE5 -Ralph Pacifico Professional En ineer Layout Created By:MVP Date: 11-7-12 NYS Lie#D66182 NJ Lid!249EO4744300 t c �♦-�WERFAB DPW SOLAR �P PREFORMED LINE PRODUCTS i - t$ II ,I TILT KIT - POWER RAI LTM P8 INCLUDES ONE-PIECE &TELESCOPING LEG TYPES ASSEMBLY INSTRUCTIONS Step-by-step assernbly . • • Version 1,Rev E PCN 021412-2 } �POWER+Al3 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 N 1 2 Cn CD '` 4 to 2 y ° ----. 14 13 3 ,1 , 12 1 15 , Item Description 15 -_ 1 Universal End Clamp 4 per Rail Set 2 Mid Clam 5/16'x' carriage bolt,flange nut 2 per 3/8'gap between modules 5 3 Splice Plate,set of four(5/16'x 3/4')turn bolts,flange nuts 1 per rail joint 6 10 4 Power Rail P8 Module Rail 2 per Rail Set 15 �, 5 Rail-taRail Bracket 2 per Strongback 6 5116'x 3/4'carriage bolt,flange nut 2 per Strongbar k 7 One-Piece Leg" 1 per Strongback 8 Telescoping Leg" 1 per Strongback 10 9 5116'x 1'Hex bolt,flat washers,lock washer,nut 1 per leg 10 L-Foot 2 per LeglStrongback Assembly 11 Power Rail P8 Strongback 1 per leg 12 RAD Mid-Clamp. 5116'x bolt,flange nut 2 per 3/8"gap between modules 13 RAD End-Clamp, 5/16"x` bolt,fange nut 4 per Rail Set 14 End-Clam 5116'x' carriage bolt,flange nut 4 per Rail Set 15 5116-x 3/4-turn boll,flange nut 2 per Rail-to-Rail Bracket '2,2-1/4,2-1/2,or 2-3/4°bolt.Length is dependent on depth of PV Module frame "Leg type is design dependent.One-Piece or Telescoping leg type. Notes:1.Option to install Mid Clamp with carriage bolt or RAD Mid Clamp. 2.Option to install Universal End Clamp,End Clamp with carriage bait or RAD End Clamp. N O Tilt Kit Power Rail P8 Parts Identification ��OWER-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 See Power Rail attaching hardware to the roof substrate is S �`G „ oo He Design Guidelines the N-S span between the attaching "L" F6Nut for more hardware. The N-S span must be set at 48- information. I Washer inches apart in order to use our pre- PV Flash calculated tilt angle settings. These Hanger settings will set the array at a preferred tilt Bolt angle but are only effective when a 48- ( _J inch span has been used. t A. Place the "L" Foot onto the PV Flash hanger bolt, aligning it to the slot of the compression block. PV Compression Flash Block B. Secure "L" Foot with 5/16"flat 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 Leg attaches to the northern are a design 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 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 leg will attach to the Strongback. (See dimension specific to the install. Figure 2-1 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 ��OWER+Al3 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 A/_­ N Align to Mark f'> N on Strongback. 'r` on Strongback r " 5/16„ i r '` Flange ir0 5/16Flange °�Nut Nut �r , 5/16"x 3/4" 5/16"x 3/4" Carriage Carriage Bolt Bolt •'` �� r "',�' One-Piece Telescoping `��. 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 =-< =' C`�'' Flange requirements. (See figure 4-1) `` I i0 Nut A. Slide one 5/16"x 3/4"carriage bolt into the Strongback. r our mark on the Note Profile B. Line u - p Y Orientation `=---= N Strongback with the center of the Southern ` southern"L"Foot. "L" Foot Sl " C. Secure with 5/16" flange nut. Finger tighten for now. Figure 4-1:Attaching Strongback to Southern 1"foot Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 4 of 14 iuOWER+Al3 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"L" -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. 0 Strongback Leg (Telescoping Shown) 0 0 See Views Below 48" Telescoping - N 5/16"x 1" Lock Bolts 5/16"x 1" Bolt _ Bolt l _ Flat `,`, S-`.-.. Flat Washer Washer Flat ���. .. Flat Lock Washer r \\�', �_ Lock Washer r�,, , Washer ..�� Washer <. 5/16" 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) 5 of 14 ��OWER-FAB® 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. S 4--►N 20% of Module length Module 60% Length of Module length M°aJ\6 Rail-to-Rail Bracket 20% Position of Module length Strongback 0 o • 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 .AP OWER-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 5116"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" 5/16" Flange Nut i NOTE: �, Flange Nut � •\. Turn Bolts must be Rail-to-Rail locked into the Bracket Rail-to-Rail Q i Bracket � / channel by rotating j clockwise 90- 5/16"x 3/4" degrees. Use the Turn Bolt 5/16"x 3/4" indicator slot on j Turn Bolt / the threaded end i j to identify whether j Strongback or not a TurnBolt i Strongback has been locked. Southern N "L" Foot 'j N S� Turn Bolt shown in channel of ' Strongback ---—-- ._-__-- Figure 6-2: Southern & Northern Rail-to-Rail Bracket Installation Locked I - = 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 spliced. Hold Butt-,joint Rail section to be s p -.�•;'- 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 butt joint. 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 ��OWER+Al3 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-ma ximum 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 ati 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 i - Bracket Note Profile Note Profile Orientation Orientation 5/16" 5/16" ' Flange Nut Flange Nut N S N $� � Figure 8-1: Installing Southern and Northern Power Rails Assembly Instructions,Tilt Kit Power Rail P8 (Version 1,Rev E) 8 of 14 AMP—M WARNING: Step 9: Installing PV Modules to Power Rails with Module Clamps This is a two using Mid Clams PV Modules are secured to the Power Rail (Standard or person activity. g p (S d RAD) 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 modules while a to follow the correct method could lead to personal injury, structural failure, and/or 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 improper installation. to do so could lead to serious personal injury and/or damaged CORRECT WRONG components. x N a �: v % End End Clamp Clamp Installed Correctly Installed ' !"` , : Incorrectly Figure 9-1: Correct and Wrong methods of installing Standard End-Clamp (using Carriage or RAD Bolts) CORRECT I Tabs WRONG Mid Clamp is not square Q ® to Modules Installed with I Visible Gaps- -Modules—butte -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) 9of14 ��OWER+Al3 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 --,Standard at all four points square to square-up the Module to End Clamp ''5I16" with clamping the Power Rails. \ Yr.=' Flange hardware. Failure y Nut B. Insert one 5/16 x - - or ,� 2 2 to do so could 1/4 21/2 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 1- Figures 9-1 and 9-3) .b!; - 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 ** 6/16 x 2,2-1/4,2-1/2,or 2-3/4 inch bolt. If using standard Length dependent on Module frame depth. 5/16"carriage 5/16 x 2, 2-1/4, 2-1/2, or 2-3/4 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. Slide Carriage Bolts inward, ** 5/16 x 2, 2-1/4, 2-1/2 or 2-3/4 to Exterior adjacent rt 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 - ��OWER+AB 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 ! �,- ! tabs and secure Mid Clamp with Push Modules 5/16"flange nut. Torque to 14-16 `? against Tabs ft:lbs. (See Figures 9-2 and 9-5) Tabs i of Mid Clamp jti,e R' x 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 .: f square to square-up the Module to Epd'Clamp 5/16, q q p -. the Power Rails. 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 i of the Power Rail. Push the bolt 5/16"x.** against the side of the module RgD'Bolt frame and twist to lock in place. Install End Clamp onto bolt and �� w secure with 5/16" flange nut. Rotate =v Torque to 14-16 ft:lbs. (See to Lock Figures 9-1 and 9-6) y Install next in-line Module using Mid Clamps. s 'f P8 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. dependent on depth of Module Length dependent on Module frame depth. 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 ��OWER-FAE WARNING: D. Place next Module onto Rails. RAC 5/16" Be certain that all E. Install a Mid Clamp onto each Mid Clamp Flange Flange Nuts on Nut End and Mid RAD bolt making certain that the Clamps are Mid Clamp tabs rest between the tightened and two modules. j 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 ` is "# Push Modules ft:lbs. (See Figures 9-2 and 9-7) injury and/or Rotate i against Tabs damaged I to Lock i� � of Mid Clamp components and I r< �i z 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 ftAbs. Repeat for both end clamps. (See Figure 9-8) PV Module Notches r Slides` Universal Power Rail End Clamp ��.,�� Installed Position (Views looking from underside) _ �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 iuOWER+Al3 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. S 4= ►N 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 Tilt Angle 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.-lbs. 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 OWER FAI3 WARNING: Ste►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 02012 Preformed Line Products PCN 021412-2 Version 1,Rev E Nr CanadianSolar On-grid Module CS6P is robust solar module with 60solar 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-taps - 6 years product warranty(materials and workmanship); - On-grid commercial/industrial roof-tops 25 years module power output warranty - Solar power stations - 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, UL1703, - Ultra reliable in corrosive atmosphere,verified by CEC Listed, CE,KEMCO and MCS IEC61701 "Salt Mist Corrosion Testing" - ISO9001:2008: Standardsfor quality management systems - The 1st manufacturerin the PVindustry 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 - IS017025 qualified manufacturer owned testing lab, fully complying to IEC,TUV, ULtesting standards c SAus L IEC �O. \�� \E M ®I F PvRvE www.canadiansolar.com CS6P-220/225/230/235/240/245/250P Electrical Data CSGP-220P CS6P-225P CSGP-230P CS6P-235P CS613-24013 CSGP-245P CS6P-250P Nominal Maximum Powerat STC(Pmax) 220W 225W 230W 235W 240W 245W 25OW 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 I 8.46A I 8.59A 8.74A 8.87A Operating Temperature -40C-+85C Maximum System Voltage 1000V(IEC)/60OV(UL) Maximum Series Fuse Rating 15A Power Tolerance +5W Pmax -0.43%rC Temperature Coefficient Voc -0.34 VC Isc 0.065 WC NOCT 45°C Under Standard Test Conditions(STC)of Irradiance of t000W/m',spectrum AM 1.5 andcell temperature of25•C Mechanical Data Cell Type Poly-crystalline Cal I Arrangement 60(6 x10) Dimensions 1638 x 982x 40mm(64.5x 38.7 x 1.57In) Weight 20kg(44.1 Ibs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Pallet) 20pcs Engineering Drawings I-V Curves(CS6P-250P) nl yi IN 111111111111111 sJ�m-1�2 7 /III III 66 M4434l5"C 25'T:-45r o o T 0 5 10 !@ SO ,.. 36 65 40 3; 40 •16 Vollage(V) Voltage(V) 'Specifications Included In this datasheet are subject to chang ewithout prior notice. 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 products of uncompromising quality to worldwide capacity to 700MWand module capacityto 1.3GW In2010. customers. Canadian Solar's world class team of professionals works closely with our customers to USA Officel 12657AIcosta Blvd,Suile140 provide them withsolutions for all their solar needs. San Ramon ICA 945831 USA 0t 0• Headquarters0 Riverbend Drive,Suite B • .' . A 0 W'.aMM SUNNY BOY 5000-US / 6000-US / 7000-US / 8000—US Elm l I t r _ rMjw r 11 11 I 9 S a. UL Certified Efficient Safe Simple • For countries that require UL •97%peak efficiency •Galvanic isolation • Patented automatic grid certification(UL 1741/IEEE 1547) •OptiCoollm active temperature voltage detection" management system • Integrated DC disconnect switch 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 Technical data Sunny Boy 5000-US Sunny Boy 6000-US Sunny Boy 7000-US Sunny Boy 8000-US 208VAC 240VAC 277VAC 208VAC 240VAC 277VAC 208VAC 240VAC 277VAC 240VAC 277VAC Input(DC) Max.recommended PV power(@ module STC) 6250 W 7500 W 8750 W 10000 W Max.-DC power(@ cos rp=1) 5300 W 6350 W 7400 W 8600 W Max.DC voltage 600 V 600 V 600 V 600 V DC nominal voltage 310 V 310 V 310 V 345 V MPP voltage range 250 V-480 V 250 V-480 V 250 V-480 V 300 V-480 V Min.DC voltage/start voltage 250 V/300 V 250 V/300 V 250 V/300 V 300 V/365 V Max.input current/per string(at DC disconnect) 21 A/20 A 25 A/20 A 30 A/20 A 30 A/20 A 36 A @ combined terminal 36 A @ combined terminal 36 A @ combined terminal 36 A @ combined terminal Number of MPP trackers/ 1/4(DC disconnect) fused strings per MPP tracker Output(AC) AC nominal power 5000 W 6000 W 7000 W 7680 W 8000 W. Max.AC apparent power 5000 VA 6000 VA 7000 VA 8000 VA Nominal AC voltage/adjustable 208V/• 24oV/9 277V/• 208V/• 240V/• 277V/• '208V/• 24oV/9 277V/• 240V/• 277V/9 ACvoltagerange 183-229V 211-264V 244-305V 183-229V 211-264V 244-305V 183-229V 211-264V 244-305V 211-264V 244-305V AC grid frequency;range 60 Hz;59.3-60.5 Hz 60 Hz;59.3-60.5 Hz 60 Hz;59.3-60.5 Hz 60 Hz;59.3-60.5 Hz Max.output current 24 A 21 A 18 A 29 A 25 A 22 A 34 A 29 A 25 A 32 A Power factor(cos W) 1 1 1 1 - Phase conductors/connection phases 1/2 1/2 1/1 1/2 1/2 1/1 1/2 1/2 1/1 1/2 1/1 Harmonics <4% <4% <4% <4% S Efficiency 2 Max.efficiency 96.7% 96.8% ' 96.8% 96.9% 96.8% 97.0% 97.1% 96.9% 97.0% 96.3% 96.5% _ CEC efficiency 95.5% 95.5% 95.5% 95.5% 95.5% 96.0% 95.5% 96.0% 96.0% 96.0% 96.0% Protection devices DC reverse-polarity protection • • • • 3 AC short circuit protection Galvanically isolated/all-pole sensitive monitoring unit �% •% •% •% Protection class/overvoltage category I/III I/III I/III I/III General data - Dimensions(W/H/D)in mm(in) 470/615/240 (18.5/24/9) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7/12/7.5) Packing dimensions(W/H/D)in mm(in) 390/580/800 (16/23/31.5) DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (15/9/1 1) Weight/DC Disconnect weight 64 kg (141 lb)/3.5 kg (8 lb) 66 kg (145 lb)/3.5 kg (8 lb) o Packing weight/DC Disconnect packing weight 67 kg (147 lb)/4 kg (9 lb) 69 kg (152 Ib)/4 kg (9 Ib) - Operating temperature range(full power) -25°C...+45°C (-13°F...+1 13°F) - Noise emission(typical) 44 dB(A) 45 dB(A) 46 dB(A) 49 dB(A) o Internal consumption at night 0.1 W 0.1 W 0.1 W 0.1 W = Topology LF transformer LF transformer LF transformer LF transformer - Cooling concept Opticool Opticool Opticool Opticool Electronics protection rating/connection area NEMA 31?/NEMA 31? NEMA 31Z/NEMA 3R NEMA 3R/NEMA 3R NEMA 3R/NEMA 31Z o Features Display:text line/graphic 9/7 •% 0/- 0/- Interfaces:RS485/Bluetooth 0/0 0/0 0/0 O/O 18 - Warranty:10/15/20 years 9/0/0 0/0/0 0/0/0 6/0/0 Certificates and permits(more available on request) UL1741,UL1998,IEEE 1547,FCC Part 15(Class A&B).CSA C22.2 No.107.1-20010 _ NOTE:US inverters ship with gray lids. Data at nominal conditions •Standard features o Optional features -Not available Type designation SB 5000US SB 6000US SB 7000US SB 8000US o ---.-...---•---•-----------•................ - r----------------------- Efficiency curve SUNNY BOY 7000US ----------------------------- Accessories -------------------------------------------------------- 98 _ ml RS485interface .-LJJ;a BI r thm Piggy� Bac k -.__ 485USPB-SMNR BTPBINV-NR96 - 94lo io 92 96.5 V 7 c i CombiSwilch tl 90 95.5 Combiner Box m '' - - ° 0 DC disconnect and PV y# Simplify wiring For added n array combiner box convenience and safe V„-250 V DC v 9a.s a Y N 88 Y; COMBO-SWITCH SBCBb3RorSBCBb4 ° -•• V,v-310VDC °' 250 beo 8' o i e m 86 - 1000 2000 3000 4000 5000 6000 7000 m PAS[w] '------------------------- ------------------------------------------------------------------- z Z Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC