Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
39386-Z
No: Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 1/9/2015 37372 Date: 1/9/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2445 Private Rd #18, Mattituck, SCTM #: 473889 Sec/Block/Lot: 121.-4-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/17/2014 pursuant to which Building Permit No. 39386 dated 11/25/2014 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: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Striano, Tara & Ors. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39386 12/9/2014 Authorized Signature Permit #: 39386 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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) Permission is hereby granted to: Striano, Tara & Azpiroz, Florencia 120 Ridge St #513 New York. NY 10002 To: Installation of roof mounted solar panels as applied for. At premises located at: 2445 Private Rd #18, Mattituck SCTM # 473889 Sec/Block/Lot # 121.-4-7.1 Pursuant to application dated To expire on 5/26/2016. Fees: 11/17/2014 Date: 11/25/2014 and approved by the Building Inspector. SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 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. 11/7/2014 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 2445 Laurel Lake Dr Mattituck House No. Street Hamlet Owner or Owners of Property: Eric Martz Suffolk County Tax Map No 1000, Section 121 Block 4 Lot 7.1 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 pplicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pF SOUr�� CoUNTY,� Telephone (631) 765-1802 Fax (631) 765-9502 roper. riche rt(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Eric Martz Address: 2445 Laurel Lake Dr (private Road) City: Mattituck St: NY Zip: 11952 Building Permit* 39386 Section: 121 Block: 4 Lot: 7.1 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 Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Heat Duplec Recpt Ceiling Fixtures HID Fixtures Hot Water GFCI Recpt Wall Fixtures Smoke Detectors A/C Condenser Single Recpt Recessed Fixtures CO Detectors A/C Blower Range Recpt Fluorescent Fixture Pumps Appliances Dryer Recpt Emergency FixtureTime Clocks Switches 11 Twist Lock Exit Fixtures TVSS 7.830 watts roof mounted PHOTOVOLTAIC SYSTEM to include 27-LG290-N1 C -C panels, with 27-M250 micro inverters, A/C disconnect Notes: Inspector Signature: Date: Dec 9 2014 81 -Cert Electrical Compliance Form.xls Pacifico Engineering PC _ Engineering Consulting 700 Lakeland Ave, Suite 2B .-_.. Ph: 631-988-0000 Bohemia, NY 11716 P Fax: 631-382-8236 www.pacificoengineering.com -. �L .-_ Gc solar@pacificoengineering.com December 30, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Eric Martz 2445 Laurel Lake Drive Mattituck, NY 11952 Section: 121 Block: 4 Lot: 7.1 I 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 D +f JAN 9 2015 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined , 20 Approved —A � 0 Disapproved a/c Expiration 20C - BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: GreenLogic LLC 425 County Road 39A, Southampton NY 11968 Phone: 631-771-5152 -- mg Ins c or 4 214 'F PLICATION FOR BUILDING P i ------� Date November 7 , 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 Eric Martz 4— 1 0g A "+ U.n.O +_ CO j�_$ (As on the tax roll or latest deed) If applicant is corporation, signature of duly authorized officer (Name a#d title of corporate Builders License No. 40227-H Plumbers License No. Electricians License No. 43858 -ME Other Trade's License No. Location of land on which proposed work will be done: 2445 Laurel Lake Dr House Number Street County Tax Map No. 1000 Section Subdivision 121 Mattituck Hamlet Block 4 M=_14 Ail A Filed Map No. *Dy w>_:--+ la 9!LVt.a+►du9 1�n�0� .4!:-t'::c ri t"3ilifR�1�1 it'GatttUtS au)IX3 nalaairrtmol 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 Roof mounted solar electric system 4. Estimated Cost Fee (Description) If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front_ Rear Depth 10. Date of Purchase ame 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 14. Names of Owner of premises Eric Martz 4225 Laurel Lake Dr Address Mattituck. NY 11952 Phone NO. 917-916-3724 Name of Architect: Parificn FnginearinyrP_C_ AddreSS700 Lakeland Ave, Bohemia, NThone No 631-988-o00o Name of Contractor GreenLogic LLC Address 425 County Road 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 * 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 YOFX) SS: COUNTY OF Suffolk j 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. Sworn to before me this day of Jio 20 04 Notaryry Public TAMARA 4 ROMERO Nolwy Public, State of NOW YWk No. 01 R06217368 Qualified M Suffolk Co Commission Expires 2108/2016 Signature of Applic nt FFQN' Scott A. Russell °sU� SUPERVISOR' SOUTHOLD TOWN HALL - P. O. Box 1179 C7 53095 Main Road - SOUTHOLD, NEW YORK 11971. IF01KI\\IIWA\IFIEIK I\\l[ANAG JEI\�1[IENIF Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TI RS IROJECr INVfiIXE ANY OF THE FOLLOWING - (CHECK ,ALL THAT APPLY) k. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 3. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. �. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. f. Site preparation within the one -hundred -year f loodplain as depicted on FIRM Map of any watercourse. =. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes 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 witF our Building Permit Anntication. APPLICA\T. iP,opert} Onner. Deign Profen isnal. Anent. (:ontractor.Otl,er) NAME: GreenLogic LLC (Nesim Albukrek) Pr:nt Crntact 1n'c n!,.,, . 631-771-5152 — — — — — — — — — —r M same— — — — — Property .Address / Location of Construction Work: 2445 Laurel Lake Dr, Mattituck, NY 11952 FORM SMCP - TOS MAY 2014 S.C.T.M. 1000 Date: District 121 4 7.1 11/7/2014 Serlion Block Lot " f (V BUILDING i)LPAR 1 MEN LSL 0N7LY **** Reviewed By: 10-y) Date: �- — — — ® Approved for processing Building Permit. — — Stormwater Management Control Plan Not Required. Storma-ater Management Control Plan is Required. (Forward to Engineering Department for Review) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-11802 algg rQ erAchertownSO101tl.n .us BUILDING DEPAR'T'MENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Tamara Romero Company -Name: GreenLogic LLC Name: Robert Skypala License No.: 43858 -ME 425 County Road No.:. 631-771-5152 Southampton, NY 11968 Date: 11/7/2014 JOBSITE INFORMATION: (*Indicates required information) *Name: Eric Martz *Address: 2445 Laurel Lake Drive, Mattituck,-NY 11952 *Cross Street: Sound Ave `Phone No.: 917-916-3724 Permit No.: C115A Tax -Map District: 1000 Section: 121 Block:_4 Lot: 7.1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Roof mounted solar electric system 27 LG Electronic LG290-N1C-G3 Modules and 27 Enphase M250 Micro -Inverters 7, 830 Watts (Please Circle All That Apply) Is job ready for inspection: YES NO Rough In Fina! *Do -you need a Temp Certificate: ES 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 o�Y 82=Request for Inspection Form &_ L� GREENLOGICO ENERGY November 7, 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 Eric Martz who has engaged us to install a roof -mounted solar photovoltaic (PV) electric system at his home at 2445 Laurel Lake Drive, Mattituck, NY 11952. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application 0 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 • 2 Spec. sheets of the inverter • 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. Green Logic, 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 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 December 10, 2014 GreenLogic LLC 425 County Rd 39A Southampton NY 11968 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 Re: Striano/Martz, 2445 Laurel Lake Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an Engineer stating the panels were installed per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 1 Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39386 — Solar Panels GREENLOGICO ENERGY January 7, 2015 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39386 Eric Martz 2445 Laurel Lake Drive Mattituck, NY 11952 To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Eric Martz's solar electric system, which we installed at the above reference address. 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 DRJAN 9 2015 etnt; �Lrl. 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 S.0 T M. NO, DISTRICT: 1000 SECTION. 121 BLOCK: 4 LOT(S) 7. 1 SO%NQma A,�rUE NON. LAND N/F I ti I OF SABAT ' o N%CJo I LAND N,/F ^i I 00 OF I 40 ��' HALLOC k CD 1 p0 00 L dp R. o. w. 0 1"';2-30 40'E C\ O Y A 02 N 143 A \ yw S67"09'00 "W P'PE 72.29' i MEi4 / J? Oe/ 1 t O' SHED LANDOF NSF i AABR REALTY FAGLITIES HOLDING / 1 CORP w C7 C \\ —E i I LANDFN/f n MACARI { r C) d� roKR[D aCR � � m > aD I ►t i 'Dwrii;. cY 82.8 .. . INU[R 'q/ I ---548' ,Ls� I Rcor owFR =s .30R.O.W. AS SHOWN ON PRE'✓ICUS coNr. .oRDN 'z r. 30 II SURVEY & TAS: MAP. COKR[D D_v/. PORCR � I UP � C qCh % S10NE GRNfW4Y ' � 13 0 (. z \Tyil � o � o II o I R141AIN5 Or i WIRE (ENCS L27 I PIPE 563'02'40"W 200.00' THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 75,047 sq.ft. or 1.72 ACRES EL EVALION DATUM. _____-___ UNAUTHORIZED Al FERARON OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONS/OERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSDTUbON. GUARANTEES ARE NOT TRANSFERABLE. THE OFFSt IS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECOIC PURPOSE AND USE THEREFORE THEY ARF NOT INTENDED TO MONUMENT THE PROPERTY LINES OR FD GUIDE THE ERECTION OF FENCES. ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASF.Mh.1N/S AND/0P SUBSURFACE STRu TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVLY SURVEY OF: DESCRIBED PROPERTY I CERTIFIED T0: PAUL SECK; TARA STRIANO; MAP 0f: F!DELITY NATIONAL TITLE INSURANCE COMPANY; EVERBANK, - -- SITUATED Al: MATTITU K TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK �/ Land Surveying and Design /f•_'-"-"�"� /y� P.O. Box 3, Mattituck, New York, 11952 FILL # 13-23 SCALE: 1 =40 'DATE. FEB. 19, 2013 PHONE (631) 298-1588 FAX (631) 298-1588 N. Y. S, UC NO 50227 maintaining the records of Robert 1. Henneny qt t Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 5/25/2006 SUFFOLK COUNTY No. 40227-H Home Improvement Contractor License This is to certify that MARC A CLEJAN doing business as GREEN LOGIC LLC having furnished the requirements set forth in accordance with and subject to the provisions 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. NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUr-JER AFFAIRS ID CARD Additional Businesses Director Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858 -ME 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. NOT VALID WITHOUT DEPARTMENTAL SEAL AND A' CURRENT CONSUMER AFFAIRS 11) CARD Additional Businesses ��Z i- M �� Director 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)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 203801194 GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 POLICYHOLDER GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 CERTIFICATE HOLDER TOWN OF SOUTHOLD BUILDING DEPARTMENT 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER I PERIOD COVERED BY THIS CERTIFICATE DATE 12226 371-9 324327 08/11/2014 TO 08/11/2015 8/15/2014 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 08/11/2015, 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 08/11/2015 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 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 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: 33393451 U-26.3 CERTIFICATE OF LIABILITY INSURANCE F02DAT/03/2014C2014 nYYY) 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. 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 terns 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. Agency, Inc. PHOBrookhaven (,, 631 9414113 F4X 631 941-4405 AE-MAIL ppgEssa brookhaven.agencyftverizon.net P.O. Box 850 PRODUCER 150 Main Street INSURERISJ AFFORDING COVERAGE NAIC 0 East Setauket NY 11733 INSURED INSURER A: HDI-Geding America Insurance Co. INSURER B: Merchants Preferred Insurance Co. Greenlogic, LLC INSURER C: First Rehab Life Insurance Co. 425 County Road 39A, Suite 101 INSURER D: National Union Fire Insurance Co. of PA Southampton, NY 11968 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 ADDL SUB POLICY NUMBER POLICY EFF POLICY EXPIm LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED $100,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F_X] OCCUR Y Y EGGCC000076914 01/31/14 01/31/15 MED EXP (Any one nron 5,000 PERSONAL & ADV INJURY $1,000,000 X XCU X Broad Form Contractual Liab GENERAL AGGREGATE S2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2,000,000 $ POLICY X PRO- LOC B AUTOMOBILE LIABILITY X ANY AUTO CAP1043565 06/12/13 06/12/14 COMBINED SINGLE LIMB (Ea accident) $1 000 000 BODILY INJURY (Per person) S ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS X HIRED AUTOS PROPERTY DAMAGE (Per accident) $ $ X NON -OWNED AUTOS $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $1,000,000 AGGREGATE $1,000,000 D EXCESS LIM CLAIMS -MADE Y y BE080717268 1131/14 1/31115 DEDUCTIBLE i RETENTION 3 WORKERS COMPENSATION W C STATIN Tr EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNERIEXECUTIV OFFICERIMEMBER EXCLUDED? (Mandatory In NH) N / A E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYE $ If describe under PT N ERATIONS bI, I E.L. DISEASE - POLICY LIMIT C I NYS Disability D251202 4111113 4/11114 Statutory Limits E Installation Floater/Property APP34420120 4115113 4/15/14 $200,000 $2,500 Ded DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more space Is required) �.crc r rrra,r� r c nv�ucrt TOWN OF SOUTHOLD BUILDING DEPARTMENT 53095 ROUTE 25 SOUTHOLD, NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE / j 1988-2009 ACORD CORPORATION. All riahts reserved_ ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com November 5, 2014 Town of Southold Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 solar@pacificoengineering.com Building Department APPRVED AS NOTED 54375 Route 25, P.O. Box 1179 wind Southold, NY 11971 DATE:LE-)7Z±B. P. # 3 Subject: Solar Energy Installation foe BY: Section: 12f EE: Eric Martz 2445 Laurel Lake Drive Block: 4 Lot: 7.1765-1802 NOTI Y BUILDING DEPARTMENT AT 8 APS" TO 4 PM FOR THE Mattituc �W ?9628 ,- -1 i ALL CODES OF FOLLOWING INSPECTIONS: NrEW Y01K S I `S, , � &TOWN CODES 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND OF FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING S0000 T0VV','4 Z3A 3, INSULATION S -- ARD 4. FINAL - CONSTRUCTION MUST Roof Section A BE COMPLETE FOR C;.O. 20 ALL CONSTRUCTION SHALL MEET THE 48 REQUIREMENTS OF THE CODES OF NEW I have reviewed the roofing structure at the subject address. The structure ca VWV60lte a41#gR@6`4o"®19bt&8hi9OR roof mounted system. The units are to be installed in accordance with the msp"rB05 "p"lc"WAS. 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. B C C U PAN CY O R Roof Section A Mean roof height 12 ft 19 ft in /12 USE I S UNLAWFUL 2 5 Pitch 5 in/12 630 Roof rafter 2x8 2x8 WITHOUT CERTIFICATE Rafter spacing 16 inch on center 16 inch on center Reflected roof rafter span 12.9 ft 13.8 ft O F OCCUPANCY Table R802.5.1(1) allowable max 16.8 ft 16.8 ft Screws Y11 nlimn+in mnrl le%oA infnrmotinn is hPlnw CLIMACTIC AND Ground wind Live load' point GEOGRAPHIC DESIGN Category Snow Load, ee gust, ed, 3pASCE er 71 Pullout Fastener type CRITERIA Pg mph psf load, Ib Roof Section A B 20 120 48 630 (2) #14-13 x4.5" DPI Concealer Screws B 48 630 (2) #14-13 x4.5" DP1 Concealer Screws Weight Distribution array dead load 3.5 psf load per attachment 137.8 Ib Subject roof has no more than one layer Panels mounted flush to roof no higher than 6 inches above surface. .Ralph Pacifico, PE Professional Engineer RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. GREENLOGIC" ENERGY GreenLogic, LLC Approved Eric Martz 2445 Laurel Lake Drive Mattituck, NY Surface 01: Total System Size: 7.83kW Array Size: 4.93kW 1 circuit of 8 on 20a Breaker 1 circuit of 9 on 20a Breaker Azimuth: 140° Pitch: 23" Monitoring System: Enphase PaneUArray Specifications: Panel: LG 290w Racking: UniRac SunFrame Panel: 64.57"X 39.37" Array: 193.71"X 122.61" Surface: 38'6'X 21'7" Magic #: 40.12" Legend: ® LG 29OW Panel — UniRac SunFrame Rail • 40 Eco-Fasten QuickFoot Ba 2x8" Douglas Fir Rafter 16" 0. C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco-Fasten, UniRac, Enphase, LG Added Roof bad of PV System: 3.5psf Englrwer/Architect Seal: NEW Y SOF PAC�,��O'A ac W kP � �O X8618 �� Aq��ESS��aP� Drawn By: MVP Drawing # 1 of 8 Date: 10/9/14 REV: A Drawing Scale: 3/16" = 1.0' GREENLOGICe ENERGY GreeaLogfc, LLC Approved Eric Martz 2445 Laurel Lake Drive Mattituck, NY Surface 01: Total System Size: 7.83kW Array Size: 4.93kW 1 circuit of 8 on 20a Breaker 1 circuit of 9 on 20a Breaker Azimuth: 140° Pitch: 23" Monitoring System: Enphase Panel/Array Specifications: Panel: LG 290w Racking: UniRac SunFrame Panel: 64.57" X 39.37" Array: 193.71" X 122.61" Surface: 38'6"X 21'7' Magic #: 40.12" Legend: ® LG 29OW Panel — UniRac SunFrame Rail • 40 Eco -Fasten QuickFoot Ba 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, Enphase,LG Added Roof load of PV System: 3.5psf Engineer/Architect Seal: of NEW Y �N PAC/per �P CO O my 2� 08 ill OpRo FPS Drawn By: ng # 2 of 8 Date: 10/9/14 1 REV: A Drawing Scale: 3/16" = 1.0' x C ew, GREENLOGICe ENERGY GreenLogic, LLC Approved Eric Martz 2445 Laurel Lake Drive Mattituck, NY Surface #1: Total System Size: 7.83kW Array Size: 4.93kW 1 circuit of 8 on 20a Breaker 1 circuit of 9 on 20a Breaker Azimuth: 140° Pitch: 23" 0 Monitoring System: Enphase Panel/Array Specifications: Panel: LG 290w Racking: UniRac SunFrame Panel: 64.57" X 39.37" Array: 193.71"X 122.61" Surface: 38'6'X 21'7" Magic #: 40.12" Legend: ® LG 29OW Panel — UniRac SunFrame Rail • 40 Eco -Fasten QuickFoot Ba 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, Enphase,LG Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NE1�y o � St`s 06618Z v AROFEWO�P Drawn By: MVP Drawing # 3 of 8 Date: 10/9/14 REV: A Drawing Scale: 3/16" = 1.0' GREENLOGIC" ENERGY GreenLog(c, LLC Approved Eric Martz 2445 Laurel Lake Drive Mettituck, NY Surface #2: Total System Size: 7.83kW Array Size: 2.9kW 1 circuit of 10 on 20a Breaker Azimuth: 230° Pitch: 23" Monitoring System: Enphase Panel/Array SpecMkations: Panel: LG 290w Racking: UniRac SunFrame Panel: 64.57"X 39.37" Array: 193.71" X 162.73" Surface: 28' 10" X 17' 3" Magic #: 40.12' Legend: ® LG 290W Panel — UniRac SunFrame Rail • 23 Eco -Fasten QuickFoot B8 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, Enphase,LG Added Roof load of PV System: 3.5psf EnginsedArchitect Seal: NEW Y SOF �P PAC��� O,p CO * tL w n 2 kPFQ �fi 466182 pgOFESS%��P� DrawnBy: MVP cawing # 4 of 8 Date: 1019/14 1REV: A Drawing Scale: 3/16"= 1.0' GREENLOGICO ENERGY GreenLoglc, LLC Approved Eric Martz 2445 Laurel Lake Drive Mattftuclk, NY Surface #2: Total System Size: 7.83kW Array Size: 2.9kW 1 circuit of 10 on 20a Breaker Azimuth: 230° Pitch: 23° Monitoring System: Enphase Panel/Array Specifications: Panel: LG 290w Racking: UniRac SunFrame Panel: 64.57" X 39.37" Array: 193.71"X 162.73" Surface: 28'10"X 17'3" Magic #: 40.12" Legend: ® LG 29OW Panel — UniRac SunFrame Rail • 23 Eco-Fasten QuickFoot Ba 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco-Fasten, UniRac, Enphase,LG Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NEIN Y Pnc�,cc��p� 0 �Q�tiQN Z�FpA 08O SS A�FESS��� Drawn By: MVP Drawing # 5 of 8 Date: 10/9/14 REV: A Drawing Scale: 3116"= 1.0' CPW, GREENLOGIC® 0+ ENERGY GreenLogfc, LLC Approved Eric Martz 2445 Laurel Lake Drive Mattituck, NY Surface #2: Total System Size: 7.83kW Array Size: 2.9kW 1 circuit of 10 on 20a Breaker Azimuth: 230' Pitch: 23' Monitoring System: Enphase Panel/Array Specifications: Panel: LG 290w Racking: UniRac SunFrame Panel: 64.57"X 39.37" Array: 193.71" X 162.73" Surface: 28' 10"X 17'3* Magic #: 40.12" Legend: ® LG 29OW Panel — UniRac SunFrame Rail • 23 Eco -Fasten QuickFoot BB 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, Enphase, LG Added Roof load of PV System: 3.5psf Engirmr/Architect Seal: of NEhr Y �N PAci,��c09 CO 0 * ac W 2 ZZs �o` z ;0 06618 v A�OFE -% , Drawn By: MVP rawing # 6 of 8 Date: 10/9/14 REV: A Drawing Scale: 3/16" = 1.0' 10 LG290w Panels with Enphase M250 Microinverters 17 LG290w Panels with Enphase M250 Micro - Inverters GREENLOGIC" ENERGY GreenLoglc, LLC Approved Eric Martz 2445 Laurel Lake Drive Mattituck, NY Total System Size: 7.83kW 1 circuit of 8 on 20a Breaker 1 circuit of 9 on 20a Breaker 1 circuit of 10 on 20a Breaker Azimuth: 140` Pitch: 23" 2 Monitoring System: Enphase Panel/Array Specifications: Panel: LG 290w Racking: UniRec SunFrame Panel: 64.57"X 39.37" Legend: ® LG 29OW Panel — UniRac SunFrame Rail • 63 Eco -Fasten QuiclkFoot Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -fasten, UniRac, Enphase, LG Added Roof load of PV System: 3.5 psf EngineerlArchitect Seal: NEW sof �N Pnc�,�,c ,p C-2 r �u r Z�FpA 06616% R�FESStO� Drawn By: MVP Drawing # 7 of 8 Date: 10/9/14 REV: A Drawing Scale: 3/32" =1.0' M1113mul -Ck NONIMW List EaDWmQidfwtBEBeR& a @ra cudfbda E3 ftDfe fla dfcaOkgashrg 63 sfi4.j tRCa»de'5mv 16 ENERGY -CtGREENLOGIC® GrewfiLogic, LLC Approved Eric Martz 2445 Laurel Lake Drive Mattituck, NY Total System Size: 7.83kW 1 circuit of 8 on 20a Breaker 1 circuit of 9 on 20a Breaker 1 circuit of 10 on 20a Breaker Azimuth: 140° Pitch: 23° 2 Monitoring System: Enphase PaneVArray Specifications: Panel: LG 290w Racking: UniRac SunFrame Panel: 64.67"X 39.37" Legend: ® LG 29OW Panel — UniRac SunFrame Rail • 63 Eco -Fasten QuickFoot Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -fasten, UniRac, Enphase, LG Added Roof load of PV System: 3.5 psf Engineer/Architect Seal: OF NEW Y N PAc,Fi�'O9� CO o r W { 2��0 0ssle2 P�2a A'4OFES810� Drawn By: MVP Drawing # 8 of 8 Date: 10/9/14 REV: A Drawing Scale: 3/32" = 1.0' GREENLOGICO ENERGY ELIMINATING THE COST OF ENERGY REENLOGICO' ENERGY ELIMINATING THE COST OF ENERGY Table of Contents i. Installer's Responsibilities.................................................................2 Part I. Procedure to Determine the Total Design Wind Load ...................................... 3 Part I1. Procedure to Select Rail Span and Rail Type ............................................. 10 Part III. Installing SunFrame...............................................................14 O 0 mean U N I RAC Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. _U U N I RAC Unirac Code -Compliant Installation Manual SunFrame L Installe:r's Responsibilities Please review this manual thoroughly before installing your SunFrame system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SunFrame Universal PV Module Mounting system, and (2) planning and assembly instructions for SunFrame SunFrame products, when installed in accordance with this bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). Unirac also provides a limited warranty on SunFrame products (page 24). ftp 2 SunFrame offers finish choices and low, clean lines that become as natural a part of a home as a skylight. It delivers the installation ease you've come to expect from Unirac. Whether for pitched roofs or parking roof structures, SunFrame was designed from the outset to promote superior aesthetics. Modules are flush mounted in low, gap -free rows, and visible components match clear or dark module frames. AThe installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer -supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. SunFrame Unirac Code -Compliant Installation Manual S:' U N I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space between the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications of these procedures is subject to the following ASCE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distributor. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 45 degrees or a hip roof with a pitch less than 27 degrees. for more clarification on the use of Method I. Lower design wind loads may be obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: pnet (Psf) = AKztd pnet3o pnet (PSI) = Design Wind Load A = adjustment factor for height and exposure category &t = Topographic Factor at mean roof height h (ft) I = Importance Factor pn,t30 (Psf) = net design wind pressure for Exposure B, at height =30,1=1 You will also need to know the following information: Basic Wind Speed = V (mph), the largest 3 second gust of wind in the Iast 50 years. h (ft) = total roof height for flat roof buildings or mean roof height for pitched roof buildings Effective Wind Area (sf) = minimum total continuous area of modules being installed Roof Zone = the area of the roof you are installing the pv system according to Figure 2, page 5. 6. If your installation does not conform to these requirements Roof Zone Setback Length = a (ft) please contact your local Unirac distributor, a local professional engineer or Unirac Roof Pitch (degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary (contributing load) to a support or to a simple -span of rail. That area is the Step is Determine Basic Wind Speed, V (mph) Effective Wind Area. Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. P." 3 SunFrame Unirac Code -Compliant Installation Manual ::'UNI RAC Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs -E h J" Hid Ga a;\ fa a, a F1Interior Zones ■ End Zones ■ Corner Zones Roofs -Zone I /Walls -Zone 4 Roofs - Zone 2/Walls - Zone 5 Roofs - Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine Net Design Wind Pressure, pnet30 (Psi) Using the Effective Wind Area (Step 2), Roof Zone Location (Step 3), and Basic Wind Speed (Step 1), look up the appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. Both downforce and uplift pressures must be considered in overall design. Refer to Section II, Step 1 for applying downforce and uplift pressures. Positive values are acting toward the surface. Negative values are acting away from the surface. P.p 5 A U N I RACT Unirac Code -Compliant Installation Manual SunFrame Le Table 2. pnet3o (pso Roof and Wall 1 10 4 3 . 10.4 -16.5 Bask Wind Speed,V (mph) 14.9 -23 7 -52.0 Z 20.3 -32.3 `` 30.0 -47.6 ' 1 100 i3 120 -16.0 1'40 N ' 170 -230 Zone Eflixtive WindA rea (s� .. CS o" , mg"- Downforce Uplift D 6 ,QPW,', Downforce Uplift •;; 'E Downforce Uplift •• ': Downforce Uplift d 1 50 ams\� A_ 8.2 -15.4 # 11.9 -22 2 9 2b �, 16.1 F N 21.1 : i �.b 23.8 -44.5 1 10 100(€ 7.3 -18.0 $: 2E«$' 10.5 -259 124 14.3 -35.3 1 �I -52.0 <: 21.1 -43.2 20 2 6.9 -17.5 3 F 9.9 -25.2 1 I 13.4 34 4 �� 19.8 -50.7 56.2 30.0 50 �� 1 7 ' 6.3 -16.9 ; ; , 9.0 -24 4Ti b n 12.3-33.2�• -38 0 18.1 -48.9 18.5 -51.7 1004 - 5.8 -16.5 9 8.3 -23 7 -23.3 11.4 32 3wk`3 .. 16.7 -47.6 d 2 10 4 73 -30.2 2 10.5 -43.5 7.3 14.3 59 2 �" ; 21.1 -87.2 -30 3 2 20 14.3 69 -27.0 -60.8 9.9 -38.8 I fib 13.4 -52.9 s 19.8 -78.0 c 2 50 ? 6.3 -22.7 76, 9.0 -32 7 3?� 12.3 -44.5 tf= ..,-�5f 18.1 -65.7 0 2 100 � 0 5.8 - 19.5 -77.7 8.3 -28.1,`;` 11.4 -38.2 ; »43 " 16.7 -56.4 -36.0 1i� '' 1 1.9 -51 8 I6.I 70.5 °: -�14 23.8 -104.0 3 100 <' 7.3 3 10 ' 7.3 -45.4 •� I O 5 -65 4 6 $ 14.3 -89.0 21.1 - 131.3 3 20 6.9 -37.6 z 9.9 -54 2 1 f i -Eit , 13.4 73 8 ; it 5 4 +l� 19.8 -108.7 3 3 50 100 f ' `. ,,. 6.3 5.8 -27.3 -19.5 9.0 8.3 -39.3 -28 1 141 -«„ 12.3 11.4 -53.5 38.2 ff 18.1 ,, =43 16.7 -78.9 -56.4 1 10 4 3 . 10.4 -16.5 -25 9 14.9 -23 7 -52.0 Z 20.3 -32.3 `` 30.0 -47.6 16.0 1 20 ,77 t30 9.4 -16.0 1 13.6 -230 $ "% 18.5 -31.4fl 27.3 -46.3 d 1 50 6 �!? 8.2 -15.4 # 11.9 -22 2 9 2b �, 16.1 -30.2 : i �.b 23.8 -44.5 2 1 100(€ 1 7.3 -14.9 -30 3 $ r 10.5 -2 15 4 14.3 29.3 <: 21.1 -43.2 -20. I 2 10 #�4 10.4 -28.7 N•,:.. 43 14.9 -413 1 '� h 4t 20.3 56.2 30.0 -82.8 r 2 20i 4 '. 9.4 -26.4 13.6 -38 0 « 18.5 -51.7 .9 1, 27.3 -76.2 10 2 50 -21.0 8 2 -23.3 #0 11.9 -336 9 3 16.1 -45.7 23.8 -67.4 c 2 100 9 7, 7.3 -21.0 �'�,,; �� , 10.5 -30 3 f 4 � 14.3 41.2 �, " 21.1 -60.8 p� 3 104 100. 10.4 -42.4 .• 14.9 -6I 0"$ 29.3 -35.3 ^; ._. < .... ;'a 43.2 20.3 83.1 *'4 30.0 -122.5 3 20 9.4 -39.6 ( 4' -4 13.6 -57 I � 0 �M 18.5 -77.7 27.3 -I 14.5 3 50 g6 29 (• 8.2 -36.0 1i� '' 1 1.9 -51 8 I6.I 70.5 °: -�14 23.8 -104.0 3 100 <' 7.3 -33.2 10.5 -47.9 T4 °' 14.3 65.1 sem$,, 21.1 -96.0 1 10 34t 16 5 -18.0 19 23.7 -25 9 32.3 -35.3 47.6 -52.0 1 20.& 16.0 -17.1 194 ` 23.0 -246 31.4 335 46.3 -49.3 Ift1 50 i3 15.4 -15.9 4� 22.2 -22 8 0 30.2 3 I I :44.5 45.8 100 # 14.9 -14.9 tl ,I.; 21.5 -21.5 29.3 -29.3 -3 43.2 43.2 2 10 •„# K 16 5 -21.0 i9 9' 23.7 -30 3 $ r 32.3 -41.2 47.6 -60.8 2 20 �« 16 0 -20. I 19.4 24,E 23.0 6 2Z.9 22.2 -29 0 ' 2 31.4 30.2 -39.4 46.3 44.5 -58. -54.6 N 2 2 50 100 1 '� h 15 4 14.9 -18.9 -18.0 ;4 - # -,' 1.1» ; 21.5 -27 r -25.9 s.... 29.3 -37.1 -35.3 ' 43.2 -52.0 ..... ... ..... .:� 4,. . „ „ ... �e . 0 3 10 16.5 -21.0 1't -2 23.7 -30.3 . 32.3 -41.2 1 47.6 -60.8 3 20 16 0 -20. I 4 c 23.0 -29 0 31.4 -39.4 ' 3� 46.3 -58. 3 50 i 15.4 -18.9 fi 22.2 -27.2 30.2 -37.1 y as 44.5 -54.6 3 100. 14.9 -18.0 ,. 3 21.5 -25.9 .._. , ..?�4- 29.3 -35.3 ^; ._. < .... ;'a 43.2 -52.0 an SunFrame Unirac Code -Compliant Installation Manual : U N I RAC Table 3. pnet30 (psf Roof Overhang Source. ASCE/SEl 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kzt For the purposes of this code compliance document, the Topographic Factor, Kzt, is taken as equal to one (1), meaning, the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, Section 6.5.7 and the local building authority to determine the Topographic Factor. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SE17--05* defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. EXPOSURE c has open terrain with scattered obstruc- tions having heights generally less than 30 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone regions. EXPOSURE D has flat, unobstructed areas and water surfaces outside hurricane prone regions. This catego- ry includes smooth mud flats, salt flats, and unbroken ice. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. P.V 7 -F U N I RAC Unirac Code -Compliant Installation Manual SunFrame Step 7: Determine adjustment factor for height and exposure category;, A Using the Exposure Category (Step 6) and the roof height It (ft), look up the adjustment factor for height and exposure in Table 4. Step 8: Determine the Importance Factor, I Determine if the installation is in a hurricane prone region. Look up the Importance Factor, I, Table 6, page 9, using the occupancy category description and the hurricane prone region status. Step 9: Calculate the Design Wind Load, pnet (psf) Multiply the Net Design Wind Pressure, pnet3o (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Topographic Factor, K,,t (Step 5), and the Importance Factor, l (Step 8) using the following equation: pnet (Psf) = AKztl pnet3o pnet (psf) = Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, h (ft) (Step 5) I = Importance Factor (Step 8) pnet3o (psf) = net design wind pressure for Exposure B, at height = 30, I = 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part H to select the appropriate SunFrarne Series rail, rail span and foot spacing. Table 4.Adjustment Factor for Roof Height & Exposure Category Mean roof helm (M Symbol Value Exposure B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 44. Table S.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Variable Description Symbol Value unit Step Reference 13u1 t Building Least Horizontal Dimension ft Exposure Category 6 Wnd .'. ll ?� ' �. .ire ..,: Effective Roof Area sf 2 ftWZ0na*d*Kt N.r. a _. Roof Zone Location 3 Figure 2 _ Topographic Factor Kzt x a f . Importance Factor 1 x 8 Table 5 Tctah•, V-04 .. F N. SunFrame Unirac Code -Compliant Installation Manual ::' U N I RAC4 Table 6. Occupancy Category Importance Factor Source: IBC 2006,74ble 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 m Non-Hurrkone Prone Regions and Hunicone Prone Regions Hurri one Prone Re - with Basic Wind Speed V = grans whh Basic Wind Category Category Desicription Building Type Examples 85- 100 mph, ardAlaska Speed,V> 100mph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,74ble 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 m A UNI RAC Unirac Code -Compliant Installation Manual SunFrame Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series rail type and rail spam uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet. See Part I (Procedure to Determine the Design Wind Load) for more information on. calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable :in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount: installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadl, S (psf), Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). P (psf) = LOD + LOS' (downforce case 1) P (psf) = I. OD + I.Opnet (downforce case 2) P (psf) = 1. OD + 0.7551 + 0.75pnet (downforce case 3) P (psf) = 0.6D + 1.Opnet (uplift) D = Dead Load (psf) S = Snow Load (psf) pnet = Design Wind Load (psf) (Positive for downforce, negative for uplift) The maximum Dead Load, D (psf), is 5 psf based on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. QV T to, - Note: Modules must be centered symmetrically on P.p the rails (+/- 2 *), as shown in Figure 3. If this is 10 not the case, call Unirac for assistance. SunFrame Unirac Code -Compliant Installation Manual do -UNI RAC Table 7. ASCE 7ASD Load Combinations MW Description Variable �bwi Dead Load D 1 x Snow Load S 1.0 x + Design Wind Load Pnet Total Design Load P Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, W (p If) Determine the Distributed Load, w (plf), by multiplying the module length, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by two rails. w=PB w = Distributed Load (pounds per linear foot plf) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot, psf) Table 8. L -Foot SunFrame Series Rail Span units psf psf psf psf Step 3: Determine Rail Span/ L -Foot Spacing Using the distributed load, w, from Part II, Step 2, look up the allowable spans, L, for SunFrame. There are two tables, L -Foot SunFrame Series Rail Span Table and Double L -Foot SunFrame Series Rail Span Table. The L -Foot SunFrame Series Rail Span Table uses a single L -foot connection to the roof, wall or stand-off. The point load connection from the rail to the L -foot can be increased by using a double L -foot in the installation. Please refer to the Part III for more installation information. Span I w = DWributed load (pin (R) 1 20 25 30 40 SO 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 SF SF SF SF SF SF SF SF 11 W U N I RACT unirac Code -Compliant Installation Manual SunFrame Table 9. Double L -Foot SunFrame Series Rail Span Step 4: Select Rail Type Selecting a span affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's rE.sponsih ty to verify that the building structure is strong enough to support the point load forces. Np 12 Step 5: Determine the Downforce Point Load, R (lbs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R (lbs) on the roof structure. The Downforce, Point Load, R (lbs), is determined by multiplying the Total Design Load, P (psf) (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B (ft). R (lbs) = PLB R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. SunFrame Unirac Code -Compliant Installation Manual :Z' U N I RAC` Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case 1, 2 or 3) P Module length perpendicular to rails B Rail Span L Downforce Point Load R Step 6: Determiine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation psf Step I x ft x ft Step 4 lbs Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Sources:American Wood Council, NDS 2005,Table 11.2A, 11.3.2A. Notes: (I) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bobs must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. Use Table 12 to select a lag bolt size and embedment depth to satisfy your Uplift Point Load Force, R (lbs), requirements. It is the installer's responsibility to verify that the substructure and attachment method is strong enough to support the maximum point loads calculated according to Step 5 and Step 6. ?age 13 Specific gravity Lag screw specifications 5/6- shaft,* per inch thread depth Douglas Fir, Larch 0.50 266 Douglas Fir, South 0.46 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 235 Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine 055 307 Thread. depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council, NDS 2005,Table 11.2A, 11.3.2A. Notes: (I) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bobs must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. Use Table 12 to select a lag bolt size and embedment depth to satisfy your Uplift Point Load Force, R (lbs), requirements. It is the installer's responsibility to verify that the substructure and attachment method is strong enough to support the maximum point loads calculated according to Step 5 and Step 6. ?age 13 SF U N I RAC Unirac Code -Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code -Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components Page 14 © Figure 4.SunFrame components. a 5 4 �qliljjl 8 Figure 5.SunFrame threaded slot rail, cross section, actual size. SunFrame Unirac Code -Compliant Installation Manual p1• U N 1 RAC ORail—Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16 -foot lengths. 6105-T5 alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip—Secures PV modules to rails and neatly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modules. Shipped in 8- or 16 -foot lenghs. Predrilled every 8 inches. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip screw (1/4-20 x 1, Type F thread cutting) —Use to secure each cap strip (and PV modules) to rail, one per predrilled hole. Use an additional end screw wherever a predrilled hole does not fall within 4 inches of the end of any cap strip segment. 18-8 stainless steel, clear or black to match cap strip. ORail splice—Joins rail sections into single length of rail. It can form either a rigid or thermal expansion joint. 8 inches long, predrilled. 6105-T5 aluminum extrusion, an- odized (clear or dark bronze) to match PV module frame. © Self -drilling screw (No. 10 x 3/4") —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. OEnd caps—Use one to neatly close each rail end. UV resistant black plastic. OTruss -head sheet metal screw (No. 8 x 5/s") —Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. OL-foot—Use to secure rails either through roofing mate- rial to rafters, to L -foot adjusting sliders, or to standoffs. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Double L -foot is also available. 0 L -foot bolt (3/s" x 11/4') —Use one per L -foot to secure rail to L -foot. 304 stainless steel. 10 Flange nut (3/s') —Use one per L -foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. AStainless steel hardware can seize up, a process called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, atwww.unirac.com. L -foot adjusting slider (optional) —Use one beneath each L, foot or aluminum two-piece standoff, except in lowest row. 6105-T5 aluminum extrusion. Sliders allow easier alignment of rails and better snugging of PV mod- ules between rails. Includes 3/R' x 11/4' bolt with flange nut for attaching L -foot or standoff shaft, and two 5/w" x 21/2 lag bolts with flat washers for securing sliders to rafters. ® Flattop standoff (optional) —Use if L -foot cannot be secured directly to rafter (with tile or shake roofs, for example). Use one per L -foot. Two-piece (pictured): 6105 T5 aluminum extrusion. Includes 3/8" x 3/4" serrated flange bolt with EPDM washer for attaching L -foot, and two 5n6" x 31/�" lag bolts. One-piece: Service Condition 4 (very severe) zinc -plated welded steel. Includes 3/e' x 11/4" bolt with lock washer for attaching L -foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for both standoff types. Installer supplied materials: Lag screw for L-foot—Attaches L -foot or standoff to rafter. Determine length and diameter based on pull-out values in Table 3 (page 8). If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screws are provided with L foot adjusting sliders and standoffs. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. Clamps for standing seam metal roof—See "Frequently Asked Questions..." (p.16). ?age 15 1. U N I RACT Unirac Code -Compliant Installation Manual SunFrame Installing -the array Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails, beginning with the lowest row and moving up the roof. C. Placing modules and cap strips, beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. Footings must be lagged into structural members. Never attach them to the decking alone, which leaves both the array and roof susceptible to severe damage. AFor array widths or lengths greater than 45 feet, see instruction manual 908.1 concerning thermal expansion issues. 1. Laying out the installation area Always install SunFrame rails perpendicular to rafters. (These instructions assume typical rafters that run from the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails are typically mounted horizontally (parallel to the lower edge of the roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size of your array area following Figure 6. P.p 16 Array length 1.4 Array width (module width times modules per row) Rails Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. SunFrame Unirac Code -Compliant Installation Manual ::'UNI RAC 2. Installing the lowest row of L -feet and rail In the lowest row, it is not necessary to use L -foot adjusting sliders, even if you plan to use them in subsequent rows. Install L -feet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as tile or shake, use optional standoffs with flashing to raise L -feet. L -feet must be flush with or above the highest point of the roof surface.) L -feet can be placed with the double -slotted side against the roof surface (as in Fig. 7) or with the single -slotted side against the roof (which increases air circulation beneath modules) . Module -to -roof dimensions are listed on page 15 for both ar- rangements. Ifyou are using L foot adjusting sliders, you must use f f \ the short side of the the L foot against the roof in the (,, ,•� first row. See Figure 9 below. If you are using both L foot adjusting sliders and standoffs, see the upper box on page 11. Install the first row of L -feet at the lower edge of the instal- lation area (Fig. 8). Ensure feet are aligned by using a chalk line. (A SunFrame rail can also be used as a straight edge.) Position the L -feet with respect to the lower edge of the roof as illustrated in Figures 7 and 8. Figure 7. Placement of first L foot row. Drill a pilot hole through roof into the center of the rafter at each L -foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the lag screws. Seal the underside of the L -feet with a suitable weatherproof sealant. Fasten the L -feet to the roof with the lag screws. If the double slotted sides of the L -feet are against the roof, lag through the slot nearest the bend in the L foot (Figs. 7 and 8). Cut the rails to your array width, being sure to keep rail slots free of roofing grit or other debris. If your instal- lation requires splices, Figure 8. L -Foot assemble them prior to orientation. attaching L -feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips," p. 13). Slide the 3/9 -inch mounting bolts into the footing slots. If more than one splice is used on a rail, slide L foot bolts) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L -feet with the flange nuts. Ensure that rails are oriented with respect to the L -feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof. Then tighten the lag screws. Figure 9. L foot orientation in conjunction with L -foot adjusting sliders. The sliders include two utility slots to secure module wiring combiner boxes, and other system components. P... 17 :: UNI RAC Unirac Code -Compliant Installation Manual SunFrame Using standoffs with L -foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8 -inch hex - sliders, although flashings may not be available to cover the head bolt. Note that L -feet are positioned long side up on the entire length of the slider. Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row. In subsequent rows, attach the shaft in the same manner as an installation with no standoffs. With standoffs of equal length, orient L foot to compensate for height difference. This example assumes a rail seven times the length of the footing spacing (A). A splice may be located in any of the If the standoff supporting the lowest rail is I inch taller than the standoffs on the footing sliders, place both L feet in the same orientation—either both long side up or both short side up. L -foot shaded areas. If more than one splice is used, be sure the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. While short sections of rail are structurally permissible, they can usually be avoided by effective planning, which also pro- motes superior aesthetics. See "Material planning for rails and cap strips" (p. 13). The installer is solely responsible for ensuring that the roof and its structural members can support the array and its live loads. For rail lengths exceeding 48 feet thermal expansion joints may be necessary. Please contact Unirac. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially step 4). Foot :spacing must never exceed 48 inches. 2. Overhang (B) must be no more than half the length of the maximum footing spacing (A). For example, if Span A is 32 inches, Overhang B should not exceed 16 inches. P.P 18 3. Do not locate a splice in the center third of the span between two adjacent feet. 4. In a spliced length of rail, all end sections must be sup- ported by no less than two L -feet. 5. All interior rail sections must be supported by no less than one L -foot. 6. Interior rail sections supported by only one L -foot must be adjacent, on at least one side, to a rail section sup- ported by no less than two L -feet. 7. Rail sections longer than half the footing spacing re- quire no fewer than two L -feet. Modules should always be fully supported by rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side of a non -rectangular module. When a rail supports a pair of non- rectangular modules by themselves (right), it must be supported by at least two L ;deet. The rail should be at least 14 and no more than 24 inches long, which will Likely require a stringer between rafters to ensure proper footings. Rafters ,— Stringer Non -rectangular modules Rail SunFrame Unirac Code -Compliant Installation Manual 81P U N I RAC 3. Laying out and installing the next row of L -feet With L -feet only: Position the second row of L -feet in accor- dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L -feet. Install the second row of L -feet in the same manner and orientation as the first row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant; the L -feet will not be fully tight- ened until Step. 4. With L -foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or pan -head screws in its frame. Attach and seal L -foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L -foot with its short side up to each slider. Roof peak �A = module length A Lowest row of L -feet (no footing sliders) A + 1 3/16' A + 2 1/4" 4. Installing the second rail With L -feet only (Fig. 12): Install and align the second rail in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place at one end of the rails, and snug the upper rail (Fig. 12) toward the lower rail, leaving no gap between the ends of the modules and either rail. (If pan -head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L -foot adjusting sliders: Install rails on first and second rows of L -feet. Verify spacing by placing a module onto the rails at several points along the row. Adjust L -foot positions as needed. S. Installing remaining L -feet and rails Install the L -feet and the rails for the remaining rows, follow- ing Steps 3 and 4. You may use the same module to space all the rows. When complete, confirm that: Module length + 3/4" (hole to hole) f Figure 10. L-footseparation. See the note on module length in the caption of Figure 4 (p. 9). A Align slider center hole to chalk line A + 3/4" --►� Align slider center hole _ ---� to chalk line Figure 11. If you are using L foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Figure 12. Position and secure top rail. • All rails are fitted and aligned. • All footing bolts and lag screws are secure. • The module used for fitting is resting (but not se- cured) in the highest row. ?egg 19 N U N I RACT Unirac Code -Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use foryour particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems, particularly those caused by spliced from 192 -inch sections of rail and cap strip. The very short lengths of rail or cap strip. This example illustrates example illustrates one means of doing so, without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in "Footing Rail segments come from five 192 -inch lengths, lettered A and splicing requirements" (p.11). Structurally, cap strips thru E. Rail A, for example, is cut into two 96 -inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole (which occur Similarly, five 192 -inch cap strips are designated V through every 8 inches, beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes. For each rail, start with the cap of every rail segment. Wherever there is no strip segment that crosses the array center line, and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment, drill a 1/4 -inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw. (In Position each cap strip onto its rail and mark its trim point. most cases, you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence, but usually checked against structural requirements in `Tooting good planning can also achieve both material conservation and splicing requirements" (p.11). In this example, and superior aesthetics. This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter. This prevents rail splices BD (3rd rail) and CE • Cap strip screws must align across the rails. (4th rail) from falling too close to the center of the spans between footings (Requirement 3, p. 11). Because foot • End screws must be equidistant from both sides of ings are not visible from ground level, there is negligible the array. aesthetic loss. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205 -inch rail Array center line ti 11 Trim line (array edge) a F j 31 tf Trim line (array edge io-j V 112" • •; { . . . . . .; ; ., ; X 96" •� • { 1st cap strip { ; C 83" F £ £ E 122° 4th rail .� ; i • • VV 112"• £ . . . . «£ £ ,! £ •£ I • • £ ££ X 96" ££ 2nd ca stn p p B 83" {�I D122" 3rd rail I i7 11 ill ii i! ( " » V 80^ •+; . . . . . «i ; •II �£ £ «({ Y 128" • 3rd ca strip EI • £ p p A 96" ;) Lftfaliw£ I' £F C 109" 2nd rail ££ ££ • VV 80" • • £I ££ • • • • Z 129' 4th cap strip ;1 A 96" �; ; ; ;tt ; I B 109" ! ; 1 St rail ii ii iit ii is Usable remainder: D, 70"; E, 70", Y, 64", Z, 64" Page 20 SunFrame Unirac Code -Compliant Installation Manual 01F U N I RAC 6. Securing the first module Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for rails and cap strips" (p. 13). Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporary gap allows the installer to place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the cap strip screws (Fig. 13, inset), so that the upper end of the first module is secure. Figure 13. Begin cap strip installation. j�\ The structural integrity of your array requires that cap • strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute screws must be 1/4-20 Type F thread cutting (18-8 stainless steel) and the correct length. See Table 4 (pg. IS) to match screw length to the size cap strip in your installation. Every cap strip segment must have a cap strip screw 4 mches or less from each end. If the nearest predrilled ' hole falls more than 4 inches from any end, drill a 1/4 -inch hole 2 inches from the end and install an additional screw. AWherever it is necessary to make a new cap strip hole, drill a 1/4 -inch hole before installing the cap strip screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it (Fig. 14). For a neat installation, use cable ties to attach excess wiring to the rail beneath the flanges. Unirac's cable ties can be attached to the SunFrame rail by drilling a 1/4 -inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top. When complete, every prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. 8. Installing the remaining modules row by row Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail, securing the bottom of the lowest module row. Figure 14. Position and secure modules one by one. Figure 15. As modules slide into place, the stepping gap shifts, always allowing access to the section of cap strip being secured. 21 iP U N ( RACY Unirac Code -Compliant Installation Manual SunFrame 9. Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided (Fig. 16). Figure 16. End cap installation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code complliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be K-20 Type F thread cutting (18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length (inches) 1.34-1.42 34-36 C 3/." 1.50-1.57 38-40 D %" 1.77-1.85 45-47 F I" 1.93-2.01 49 —5 17T E I A Sharp lipped modules, G I" Sanyo lipped modules H Page 22 SunFrame Unirac Code -Compliant Installation Manual p:' U N I RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L -feet will mount to the top of the S-5! clamps The answer depends on the orientation of your L -feet and with the 3/8 -inch stainless steel bolt provided with the S-51 the length of your standoffs, if used. See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when standoffs are lagged below the roofing material? Many types and brands of flashing can be used with Sun - Frame. Unirac offers an Oatey® "No -Calk" flashings for its steel standoffs and Oatey® or Unirac flashings for its aluminum two-piece standoffs. See our SunFrame Pro -Pak Price List. How do I attach SunFrame to a standing -seam metal roof? A good solution comes from Metal Roof Innovations, Ltd. (MRI). They manufacture the S-5! — clamp, designed to at- tach a wide variety of products to most standing -seam metal roofs. It is an elegant solution that eliminates flashings and penetrations altogether. 3' /8-± ' /s" 1 Module thickness varies 13/4 ±'/8- 4 When using S-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding wind loads, etc. y 2'/4-+'/8- 2'/4-±'/8- f -9 Standoff height (3-, 4-, 6-, or 7 - all ±'/8-) Module thickness varies /8'± 1/8' /8- Module thickness varies 7/8-± 1/8 - Paye 23 ill=UNI RAC Unirac Code -Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty isVOID if the practices specified by AAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. ■:: 1411 Broadway Boulevard NE ME U N I RAC Albuquerque NM 87102-1545 USA 24 Enphasell Microinverters EnphaseaM250 The Enphase'A M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage' Cable, the Envoy® Communications Gatewaim, and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE - Optimized for higher -power modules - Maximizes energy production - Minimizes impact of shading, dust, and debris [e] enphase- E N E R G Y - No GEC needed for microinverter - No DC design or string calculation required - Easy installation with Engage Cable - 4th -generation product - More than 1 million hours of testing and 3 million units shipped - Industry-leading warranty, up to 25 years SA® c us Enphase® M250 Microinverter // DATA INPUT DATA (DC) M250-60-2LL-S22/S23/S24 Ealmrttt •Ir ( W n t.. Maximum inputDCvoltage 48 V Operating range 16 V - 48 V M^ax t vrrt�a 22 � . _�.... short circuit current Mayxp 15 A $DC i'M1 .i curt•i� .. y",,. 'ik\• `3k OUTPUT DATA (AC) 0208 VAC 0240 VAC Peaktt . 777 Rated (continuous) output power 240 W 240 W current.: ' '115 A (A trcltl ttrt. `....tia. rainel spot _. : a.. •:.,�.` Nominal voltage/range 208 V / 183-229 V 240 V / 211-264 V Natrtu i `f% *0'? Hz 50 0 f Extended frequency range' 57-62.5 Hz 57-62.5 Hz s0 95 Maximum units per 20 A branch circuit 24 (three phase) 16 (single phase) M curtnt 8�, EFFICIENCY cis ltttter, �=vA.9s a CEC weighted efficiency, 208 VAC 96.0% Peak offi , .: Static MPPT efficiency (weighted, reference EN50530) 99.4% MECHANICAL DATA `ml6leent t 77' 4f` � 8 b .. .. .. Operating temperature range (internal) -40°C to +85°C i11xFl 1 t ra irrr x 1� tm x 1p � iut D menslni4 , , .g Weightkg 20 Cllttg .; _ a. ;.. Enclosure environmental rating Outdoor NEMA 6 FEATURES �Y! va15 P1/ 77 . Communication Power line Monitoring Free lifetime monitoring via Enlighten software Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, visit enphase.corn 0 2013 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective owner. [Gh]j enphase, E N E R G Y high c;r:onornir. Nene its. es Light and Robust ! V'Vilh a vve gnl of j;,sl 16.8 kg, L' j rr,odules are proven!r.,, dernonslraie. oulslanding durabiRy D ains' external pressure up io 5400 Pa. Reliable Warranties LG stands by its products with tne strength of a E. -fie=ra aloi.,ai corpo.,n on in Sterling w?ir,anty pmcies. LG offers a 10 year product limited vYarran:ty and a 25 ya„, lit ':it{=d linear output warranty: e .r tnsEaLa'��et• LG Electronics, Inc. (Korea Exchange: 06657.KS) is one of the globally leading companies and technology innovator for electronics, information and communication products. The LG Electronics currently employs more than 91,000 people worldwide in 117 companies. In fiscal year 2011, 48.97 billion USD of revenue was achieved. LG is one of the world's largest manufacturers of mobile phones, flat screen TVs, air conditioners, washing machines and refrigerators. As a future - oriented company, LG enables others to use technology consisting of renewable energies. LG's high quality solar products are being manufactured in LG's leading production facility in South Korea. ............................................................... APPROVED PRODUCT V D E C VL US C E V KM 564573 BS EN 61215 Photovoltaic Modules Convenient Installation I mod rles -tre carefully designed to benefit tnsr;,llers by allov:ing quick and t,asy installations 'hroughoud ine carrying, giounding; and cr,nne�: inc; stages o€ modules. 100% EL Test Completed All 1..G modules pass clef €rc;lurninescence __. inspect on :his ...I inspec..:on deters cracks and other imperfections unseen by the naked eye. Positive Power Tolerance 4ff- LG provides rigorous quality to t np, to solar modules to assurc ustomers of the stated power outputs of ail moclues, with a positive nominal cier=,r -ill starting at u'' , 0 Mechanical Properties Cells 6 x 10 Cell vendor LG Cell type Monocrystalline Cell dimensions 156 x 156 mm2 / 6 x 6 int # of busbar 3 Dimensions (L x W x H) 1640 x 1000 x 35 mm (measurement Tolerance t 3%) 64.57 x 39.37 x 1.38 in Static snow load 5400 Pa / 113 psf Static wind load 2400 Pa / 50 psf Weight 16.8 ± 0.5 kg / 36.96 ± 1.1 Ib Connector type MC4 connector IP 67 Junction box IP 67 with 3 bypass diodes Length of cables 2 x 1000 mm / 2 x 39.37 in Frame Anodized aluminum O Certifications and Warranty Certifications IEC 61215, IEC 61730-1/-2, UL 1703, 295W ISO 9001, IEC 61701(ln progress), 285W DLG-Fokus Test "Ammonia Resistance'; MPP voltage (Vmpp) (it) progress) Product warranty 10 years Output warranty of Prnax Linear warranty" (measurement Tolerance t 3%) 9.42 ' 1i 1st year: 97%, 2) Aker 21d year: 07% annual degradation, 3) 80.2% for 25 years 0 Temperature Coefficients NOCT 45 ± 2 °C Pmpp -0.42 %/K Voc -0.31 %/K Isc 0.03 %/K 0 Characteristic Curves 9.91 Q 10 c 9 1000 W 9.56 Module efficiency (°k) r a U Boo w 177 U 7 17.1 Operating temperature (°C) 6 600 W -40-+90, 5 400 W Maximum system voltage (V) 4 3 µ ^ 200 W i O 5 10 15 20 25 30 35 40 Voltage (V) e 140 E 120 a 0 100 a0 60 40 20 0 0 Electrical Properties (STC") *STC (Standard Test Condition): (radiance 1000 W/m', module temperature 25'C, AM 1.5 ' The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion 0 Electrical Properties (NOCT") 300 W 295W 290W 285W 280W MPP voltage (Vmpp) 32.0 31.9 31.8 31.6 31.5 MPP current (Impp) 9.42 9.30 9.19 9.09 8.97 Open circuit voltage (Voc) 39.5 39.3 39.2 39.0 38.9 Short circuit current (Isc) 100 9.91 9.80 9.68 9.56 Module efficiency (°k) 18.3 18.0 177 174 17.1 Operating temperature (°C) -40-+90, Maximum system voltage (V) 600(UL),1000(IEC) Maximum series fuse rating (A) 15 Power tolerance (%) 0-+3 *STC (Standard Test Condition): (radiance 1000 W/m', module temperature 25'C, AM 1.5 ' The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion 0 Electrical Properties (NOCT") NOCT (Nommal Operating Call Temperature): Irradiance 800 Wim, ambient temperature 20'C wind speed 1 m/s 0 Dimensions (mm/in) roro,w 10/0.0 c 3 281110 22lo.8T ong side frame Shortsideframe 5.510.22 ^O�'v msro.o6 o""e X soro16 o� D�tN1Y 0810.31 35n.3e -40 -25 0 25 50 75 90 Temperature ('C) ' The distance between the center of the mounting/grounding holes North America Solar Business Team Prcd-ict slo.-Ji ations are subject to change without notice. a L LG Electronics U.S.A. Inc "LG L fe's Good" s a iegistrated trademark of LG Coro. yr . 1000 Sylvan Ave, Englewood Cliffs, AI other trademarks are the property of their respective owners. tdJ 07632❑ Contact: lgso?ar@Ige.com Copyright 0201:3 LG Electronics. All rights reserved. { Lie's Good wwwlgsolarusa com 03,101/2013 300 W 295W 290 W 285W 280 W Maximum power (Pmpp) 220 216 213 210 206 MPIP voltage (Vmpp) 29.3 29.2 29.1 28.9 28.8 MPP current (Impp) 7.51 7.42 7.33 7.25 715 Open circuit voltage (Voc) 36.5 36.3 36.2 36.0 35.9 Short circuit current (Isc) 8.08 7.98 789 780 7.70 Efficiency reduction < 4.5 % (from 1000 W1m' to 200 W)m') NOCT (Nommal Operating Call Temperature): Irradiance 800 Wim, ambient temperature 20'C wind speed 1 m/s 0 Dimensions (mm/in) roro,w 10/0.0 c 3 281110 22lo.8T ong side frame Shortsideframe 5.510.22 ^O�'v msro.o6 o""e X soro16 o� D�tN1Y 0810.31 35n.3e -40 -25 0 25 50 75 90 Temperature ('C) ' The distance between the center of the mounting/grounding holes North America Solar Business Team Prcd-ict slo.-Ji ations are subject to change without notice. a L LG Electronics U.S.A. Inc "LG L fe's Good" s a iegistrated trademark of LG Coro. yr . 1000 Sylvan Ave, Englewood Cliffs, AI other trademarks are the property of their respective owners. tdJ 07632❑ Contact: lgso?ar@Ige.com Copyright 0201:3 LG Electronics. All rights reserved. { Lie's Good wwwlgsolarusa com 03,101/2013