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Town of Southold Annex 10/29/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37238 Date: 10/29/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 860 Laurel Ct, Laurel, SCTM#: 473889 Sec/Block/Lot: 126.-13-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/10/2014 pursuant to which Building Permit No. 38793 dated 4/18/2014 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 panel system on a one family dwelling as applied for. The certificate is issued to Glazer,Eugene&Glazer,Carol (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38537 10/7/2014 PLUMBERS CERTIFICATION DATED Au t ed S'gnatu TOWN OF SOUTHOLD BUILDING DEPARTMENT tN TOWN CLERK'S OFFICE SOUTHOLD, NY tti BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38793 Date: 4/18/2014 Permission is hereby granted to: Glazer, Eugene & Glazer, Carol PO BOX 430 Jamesport, NY 11947 To: construct a roof mounted electric Solar Panel system as applied for At premises located at: 860 Laurel Ct, Laurel SCTM # 473889 Sec/Block/Lot# 126.-13-3 Pursuant to application dated 4/10/2014 and approved by the Building Inspector. To expire on 10/18/2015. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 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. s 2jp 114- New Construction: Old or Pre-existing Building: (check one) Location of Property: �w L r 1jyvA &M L6 lA I al House No. Street Hamlet Owner or Owners of Property: CI?M e 610- Q.r— Suffolk County Tax Map No 1000, Section I a(p Block /,3 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:( L(� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A licant Signature ho��pF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CO*. roger.riche rt(D-town.southoId.ny.us Southold,NY 11971-0959 CpONT'1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gene Glazer Address: 860 Laurel Ct City: Laurel St: NY Zip: 11948 Building Permit* 38793 Section: 126 Block: 13 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 10.44 KW roof mounted PHOTOVOLTAIC SYSTEM to include, 36-LG 290 waft panels,2-Sunny Boy 5000 U inverters Notes: Inspector Signature: Date: Aug 14 2014 81-Cert Electrical Compliance Form.xls oF so�ryo� Al UL C TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rr4fo,-o-- P / DATE 1 INSPECTOR Pacifico Engineering PC __ _ Engineering Consulting 700 Lakeland Ave, Suite 2B ( _ Ph: 631-988-0000 Bohemia, NY 11716 cc G, G I G c Fax: 631-382-8236 www.pacificoengineering.com solar@pacificoengineering.com August 12, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Gene Glazer 800 Laurel Court Laurel, NY 11948 1 have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, C� <<" L: F Ralph Pacifico, PE AUG 1 8 2014 Professional Engineer Pl7G, Iii PT. Th' 'r, il19! A of: NF wY � PA N S/ C7 r 1 2( 2 ;n 66618'Z v Ralp OF NP al Engineer NY 066 4GE04744306 i FIELD N REPORT DATE CONSIENTS i FOUNDATION(1ST) FOUNDATION(ZND) I ' � z ROUGH FTCt& PLUMING i INSULATION PER N.Y. STATE ENERGY CODE r E FINAL E ADDxTIO1 AL C(514 ANTS r' it ibb Gl�l (T2) C 51 1�j 0 i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502ry Survey SoutholdTown.NorthFork.net PERMIT NO. 3 b 7 Q3 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved / ,20 _M to: r Disapproved a/c phole: Expiration 0 i ii Puilding nspectqi I APPLI ATIO FN O $ I I TNG PERMIT !OLD Date ZG 20J_q_ 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. _ 6Y*eh��,�c� CSC. (Signature of applica r name,if a corporation) A &�k — U At- Sal yr�.tM'J� N" State whether applicant is owner,lessee,agent,architect,engineer,general contt �' Jun&pp#builder Caro( FEE S1 e„ NOTIFY BUILD1,NIG DEPARTMENT AT Name of owner of premises I ,V i e (,OL (As on the tax roll or latest�iEeOWING INSPECTI:,tJS. TH'E= If applic t is corp ration,signature of duly authorized officer 1. FOUNDATION- CT11 REOUiRED (NamerAhnd title of corporate offic ) FOR POURED CONCRETE 2. ROUGH-FRAMING,PLU,16i''JG, Builders License No. y0p1a - (-} STRAPPING. ELECTRICAL & CAULKING Plumbers License No. 3. INSULATION Electricians License No. AS _ UE 4. FINAL-CONSTRUCTION & ELECTRICAL Other Trade's License No. MUST BE COMPLETE FOR C �. ALL CONSTRUCTION SHALL MEET THE 1. Location of land on which proposed work wip be done: REQUIREMENTS OF THE CODES OF NEW C O t L.,-CUA-4`41M STATE. NOT RESP House Number Street HaiQUIGN OR CONSTRUCTION ERRORS, County Tax Map No. 1000 Section �[Q Block I3nrTtlM1111 MWATER RUNOFF Subdivision Filed Map No. pUh` � T To r+unDTCR 2`I,6 OF THE TOWN CODE. 2. State existing use and occupancy of premises arij intended use and occupancy of proposed construction: a. Existing use and occupancy C2yW kLAIdLUI t�i dk�16 b. Intended use and occupancy SO J% 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling unitsNumber of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front A/ JA Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner n 11.Zone or use district in which premises are situated he t 441tt().X 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 wrier emises Address�l(i�i'2I Cat�,t Pu ow N'o. �Q'SI•�ZZ.•�Q� Name of A i ec� Address Ice>LAL'~1bT Phone No PAhej tAa 1.71•Ct 8$.OOOO Name of Contractor ?IOs+.c_-LLC Addresshone No. (d31•'-Pt 1-,15 oto 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ti' *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 V *IF YES,PROVIDE A COPY. STATE OF NEW YORK) ,^ COUNTY OFS' )"j e. Lm x/11 bk-V1Q- being duly sworn,deposes and says that(s)he is the applicant Q 0 (Name of individual signing contract)above named, Q Zc ' / 0) oo (S)He is the COIL ?y' U O1 U.- (Contractor,Agent,Corporate Officer,etc.) N �MYW 6O m Q of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; 4 W 9 lv that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be �•- •XCL performed in the manner set forth in the application filed therewith. =0�W C-Z 5 Sworn to before me this Q 7(e day of YV Zglt-mak 201 05 V /k l/*`^' Notary Public ignature of Applicant 1 Scott A. Russell '0 10 SO FFQk James A. Richter, R.A. SUPERVISOR Michael M. Collins' P.E. z SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US 01 I t JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact& Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor, ther) PfJOPERTY OWNER: (If Different from Applicant) NAME: C�►� t f Yk 1 ME: ADDRESS: 3 ADDRESS: 1�9) ] 'Ll l ro- ( eC(-I - ;Soil fig C1 jl&l�fin All IMPI (1,Ir I fl Telephone Number: L03 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 1 I"Envelope& Appropriate Postage. DATE: 31zte I I q Property Address / Location of Construction Work: SCTM *: 1000 13 3 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. ** FOR EN DEPARTMENT USE ONLY **** Reviewed By: Date: " AP7itio 11 ved: Ad I Information Required: CHAPTER 236 ,�. STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST a DATE: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) NAME: #. s�r1 od j Y' S C T M 1000 ( 3 �j Telephone Number: 1031 - �'L2- 71 $q o District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. �y c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. If f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing& proposed structures, roads, driveways, sidewalks,drainage improvements& utilities. j t h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0 b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) a 1 _ FORM " SWCP Check List-TOS JAN 2014 Town HaR Annex Telephone(681)765.1802 54876 Main Road {631)7 �pg P.O.Box 1179 �-er dchertCc�oVYrt!0Q nVus SouthoK NY 11971-0959 BUIIDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: _ Afex M Date: 3 2!0 !y Company Name: C Name: Q D t2&eS No.: L1 rens. d !off Phone No.: !. JOBSITE INFORMATION: (*Indicates required information) *Name:. b4M P 6t aZ-*W *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Siock: t3 Lot:_ Y *BRIEF DESCRIPTION OF WORK(Please Print Clearly) r (Please Circle All That Apply) *Is.job ready for inspection: YES *0) Rough In Final *Do you need a Temp Certificate: Q s/ O Temp-Information(N needed} -A/lJ *SerYioe Slze: 1 Phase ' 3Phase 100 150 200 300 350 400 pqwr j *New Service: Re-wnnect Underground Number of Meters Change of Service Overhead Additional information: PAYMENT DUE WITF# PPLICr4TION W-Request for Inspection Form GREENLOGICO ENERGY March 26, 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 Eugene Glazer who has engaged us to install a roof-mounted solar photovoltaic (PV) electric system at his home at 800 Laurel Court, Laurel, NY. In connection with this application, please find attached: ni J L r • Building Permit application { D �-- - • Certificate of Occupancy Application • 2 Surveys of the Premises U u APR I 2014 • 4 Engineer's Reports (2 originals and 2 copies) • 2 One Line Electrical Schematics �T • 2 Spec. sheets of the solar panels rm "ol-o • 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, Alex McNear Account Manager GreenLogic LLC 631-771-5152 ext. 107 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 GREENLOGIC° ENERGY August 15, 2014 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 38793 Gene Glazer 860 Laurel Court, Laurel 126-13-3 To the Building Inspector: Enclosed please find the Engineer's Certification Letter for the above referenced solar electric system which we installed. 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, 6"j Barbara Casciotta Senior Account Manager BarbaraC@Greenlogic.com 631-771-5152 Ext. 117 GREENLOGIC, LLC •www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 N�j st b L 6 3 'w ' '� `vi• ,t ` "tr �'. .L �` is' ��' i it �� i' �! �r `'d► V �`� ��_< d �� , g tiv Suffolk County Execu * e's 0 ce of Consumer Affairs }J.. VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEWYORK 11788 ' TE ISSUED: 5/25/2006 No. 40227-H � F V SUFFOLK COUNTY Home Improvement Contractor License ^+1This is to certifv that - • • businessGREEN LOGIC LLC QI ahaving 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 HOMEL tIMPROVEMENT CONTRACTOR,in the County of Suffolk. Add"ti n al Businesses Oma; y � NOT VALID WITHOUT -`; DJ�PARTMENTAL SEAL AND A CURRENT CONSUN lElk AFFAIRS F CARDDirector c 411 F. � t •� a: ., r '. ✓ � J' air, r i xc�: 't `�. �i` ti` ;� ,,, A,' -. he'd+ `�.k,` •r_' � ;, Suffolk County Executive's Office of Consumer Affairs j 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 J SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT ' DEPARTMENTAL SEAL ANDACURRENT CONSUMER AFFAIRS 11D CARD /'a1. � Director ._J CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) 02/03/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTAE.CT Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE 631 941-4113 FAX 631 941-4405 P.O.Box 850E-MAIL brookhaven.agency@verizon.net 150 Main Street PRODUCER CUSTEast Setauket NY 11733 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B: Merchants Preferred Insurance Co. 425 County Road 39A,Suite 101 INSURER C: First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D: National Union Fire Insurance Co.Of PA INSURER E:AGCS Marine Insurance Co. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY Y Y EGGCC000076914 01/31/14 01/31/15 DAMAGE TO RENTED 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one erson $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X Broad Form Contractual Liab GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANY AUTO CAP1043565 06/12/13 06/12/14 (Ea accident) $1,000,000 BODILY INJURY(Per person) $ ALL AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $1,000,000 D EXCESS LIAB CLAIMS-MADE y y BE080717268 1/31/14 1/31/15 AGGREGATE 1,000,000 DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION WC STATU- I OTH- AND EMPLOYERS'LIABILITY Y/N TORY I IMITR Pp ANY PROPRIETOR/PARTNER/EXECUTIV OFFICERIMEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ DE If yes,RIPTI N describe underF P RATA NlE.L.DISEASE-POLICY LIMIT $ ow C NYS Disability D251202 74/11/13 4/11/14 Statutory Limits E Installation Floater/Pro ert APP34420120 4/15/13 4/15/14 $200,000 $2,500 Ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE <> ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A SUITE 101 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12226 371-9 719809 08/11/2013 TO 08/11/2014 8/16/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2226 371-9 UNTIL 08/11/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 08/11/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. NESIM ALBUKREK MARC CLEJAN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND Lr j , DIRECTORJNSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888)875-5790 VALIDATION NUMBER:255746045 U-26.3 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name and address of insured(Use street address only) lb.Business Telephone Number of Insured AMC Home Improvement Inc 6 Candlelight Ct 516-380-0897 Smithtown, NY 11787 lc.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically N/A limited to certain locations in New York State, i.e.a Wrap-Up ld.Federal Employer Identification Number of Insured Policy) Or Social Security Number 20-0061598 2.Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company GREENLOGIC LLC 3b.Policy Number of Entity listed in box"la": 425 COUNTY ROAD 39A AMWC572064 SOUTHAMPTON, NY 11968 3c.Policy effective period: 03/02/2014 to 03/02/2015 3d.The Proprietor,Partners or Executive Officers are: ❑included. (Only check box if all partners/officers included) ®all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers' compensation under the New York State Workers' Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for a maximum of one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c';whichever is earlier. Please Note: Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Marshall Kornblatt (Print name of authorized representative or licensed agent of insurance carrier) A roved b IIIAQVler 03/25/2014 PP Y (Signature) (Date) Title: Executive VP of Insurance Operations Telephone Number of authorized representative or licensed agent of insurance carrier: 800-673-2465 Please Note.Only insurance carriers and their licensed agents are authorized to issue the C-105.2 form. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.stat.ny.us REVL4[ONS: OPEN SPACE PROPOSED SEPTIC SYSTEM DETAIL Mir 1-1 rolttE H VACANT LLSOUFF L = 167.96' R=200.00' ° FNHH LADE Hev.ra EPN.D.r L=35.20' 265 aa.l. rMm. Ta ELa.r ADN. V APPROVED HFF pDR.DTgN SEPTK INV'S . WOCH INYI' TANK WA' POOLS lfAQ,RHG I ffPRC �PMH Ir .R�].Y �'S rP VCMAH 1 _________ WR-]a NV.fL rt�IANO COLLAR OR QwV� —� -- Omaw OI pRMUrIp1 POOLS r%Y BOT.FL 3.r GROIMD WATER _ Q, 1-2 It)UACNWGPoourzr motif L�ETmfo) a V. LEACHING POOLS / NOTES: 7 �r ti� 1).MMIMUM IfACHRlG fYSTFM If]pAIUBUTION POOIf:t'DEEP,r dA, ��� D .LFKHWG IOOtS:r DHP.r DIA. k p` / COVERED ARCH ]).IEACHM PDOU ARf TO BE CONSTRUCTED M MECA MINFORCEDCONCRFTEscuff < •.rO�OlrlOr '/ PORCH (OR EWAU. 22 y' 3).ALL COVERT SHALL BE CK PRECAST REINFORCED CONCRETE(OR EWAU. DWELLING t).A MUHWUM PRANCE BETWEEN LEACHMG POOLS AND WATER UNE SHAD BF I%FROM AWNTAINED, PUBLIC WATER �Ic !).AN r Mm.ENSTANCE BETWEEN ALL LEACH POOLS ANO SEPEIC TANK MALL ]1TORY FRAMED igUfE BE WUN—NEO. OAPAGE W SEPTIC TANK 1. U tiINj.OM WUM fEIOC TANK[AIA[RIFfU]OOp GAUpii. ' DWELLING COVfrm PORCH ]).CONCRETE SHALL HAVE A MINIMUM COMPREFSW fTRENGTH Of"OD F0 AT �y PUBLIC WATER Y� ___ _ ]r wYs. y�y 3).WALL KMEOSHALLBEAMINIMUMOF3'.ATOPTHKKNUSOF6'ANDA (� SITE PLAN wttTMK%NKSOf1'.ALLWAUf.rO pAANO OPfULLCONTAIN W TF ; REWFORCINGTORFUfTANAPPUED FORCE OFPOD pO. C40 ``` 4).,W.IgMS IHAU BE SEALED fO THAT THE TANK II WATERTIGHT. O SCALE: 1" 30'-O' 5).THE SEFMC TANK SHALL BE INSTALLED AT LEVEL IN ALL OIRECTKM MY A r-44 C ISVF �f0 "*'ILlQP_ 40• y` D TOLERANCE .AVI'S ON AMINIMUM 3'THICKBm OF COAVARED vi ym f)AIO MIN.pRANCF BETWEM SEPTIC TANK ANO HOUSE SHALL BF MAINTAWED. a" V rnmR, as o�' ,88 3 N�Rf�Nt SCTM# 1000-126-13-3 s R =25.00' PP 39.35 R � rn L-23.94' x SUFFOLK COUNTY DEPARTMENT OF 1$R _ALtN SFRYICRi LAUREL C O U RT PERMIT:bP AP 76rT1L 07 CC ^TIUCT10y'JR A ,.r . _�'' ►a� , PUBLIC WATER }� OCT 2 SiNGLL F4 V,PLY IBES i7ZINC(;f?NLf rt�d s S SEPTIC SYSTEM LOCATION: .r,y• SYM: DKCMIIIDN: IOGK IOC.B: %'�Y' v F] ]pm BK.KmcTANK nY l6.Y 4 2013 IPI Va X r bol%(lRIBLLr1pE POOL Mf "I VACANT VACANT ��� s DATE I•L�,.r_P No. PrP] rr zra.rlRfiNBUOp1 N]OL P]s' u.r S�''�' APPROVED vI ro.+rryLeK rHc roa nr Pat , s-mss:__�..�a 4✓a FOR MAXIMUM OF_I:__z 9:aROOME :WIPES V] faY.%P6.y lFACEWGIDOL MY SSY v! rrK%rMpEAGIRNGPOO OY aI' � EXPIRES THREE YEARS FROM DATEORAPNIOYAL Ntila, r Lrt fa.xra.o uAcnmcWD« nr ur •.:z. D+r. :u BIIPETNUMBFa: ISD FROM I5C FROM SEPTK S-1 SEPTIC 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 E IN Gsolar@pacificoengineering.com ff March 18, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Gene Glazer 800 Laurel Court Laurel, NY 11948 1 have reviewed the roofing structure at the subject address. The structure can support the additional weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A B Mean roof height 25 ft 25 ft Pitch 3 3/4 in/12 3 3/4 in/12 Roof rafter 2x12 2x12 Rafter spacing 16 inch on center 16 inch on center Reflected roof rafter span 16.1 ft 16.1 ft Table R802.5.1(1)allowable max 23.8 ft 23.8 ft The climactic and load information is below: CLIMACTIC ANDWind Live load, Ground Speed,3 pnet30 per Point GEOGRAPHIC DESIGN Category Snow Load, sec gust, ASCE 7, Pullout Fastener type CRITERIA Pg mph psf load,Ib Roof Section A C 20 120 65 1400 5/16"dia screw,4-1/2"length,2 per B 65 1400 5/16"dia screw,4-1/2"length, 2 per Weight Distribution Of NEaV y array dead load 3.5 psf load per attachment 226.0 Ib r Ralph Pacifico, PE 2 Professional Engineer 666182 �k,2 aa RaRi�o3 P ngineer NY 06 E04744306 GREENLOGIC" ENERGY GreenLogic,LLC Approved Gene Glazer 860 Laurel Ct Laurel NY, 11948 Surface#1: Total System Size: 10.44kW Array Size:5.51kW 1 string of 10 and1 string of 9 on SB- 5000TL-US Azimuth: 134° Pitch: 17° Monitoring System: Z SMA Panel/Array Specifications: Panel:LG 290W xxx xx Racking:UniRac Sunframe Panel:64.57"X 39.37" Array:275.59"X 198.21" Surface:474"X 230" Magic#:65.32" Legend: ® LG 290W Panel xxxxxxx UniRac SunFrame Rail • 27 4"UniRac Dark Standoffs 8 2x12"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:UniRac,LG,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: sof NEPAC {vY r n �O 086i s% 9�FESSI�� Drawn By:DRV Drawing#1 of 7 Date:03/04/14 REV:A Drawing Scale:3/16"=1.0' GREENLOGIC" ENERGY GreenLogic,LLC Approved Gene Glazer 860 Laurel Ct Laurel NY, 11948 Surface#1: Total System Size: 10.44kW Array Size:5.51 kW 1 string of 10 and1 string of 9 on SB- 5000TL-US Azimuth: 134° Pitch: 17° Monitoring System: 2 SMA Panel/Array Specifications: Panel:LG 29OW Racking:UniRac Sunframe Panel:64.57"X 39.37" Array:275.59"X 198.21" Surface:474"X 230" Magic#:65.32" Legend: ® LG 29OW Panel NHIA, ® UniRac SunFrame Rail • 27 4"UniRac Dark Standoffs B 2x12"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" A 14/11 Materials Used:UniRac,LG,SMA Added Roof load of PV System:3.5psf T- 7 -1---F-71'rl—"P- I Engineer tect Seal: OF NE4V y N PAS O P � W 2 2 06616Z v 9�FESS1 Drawn By:DRV Drawing#2 of 7 Date:03/04/14 REV:A Drawing Scale:3/16"= 1.0' GREENLOGIC" ENERGY GreenLogic,LLC Approved Gene Glazer 860 Laurel Ct Laurel NY, 11948 Surface#1: Total System Size: 10.44kW Array Size:5.51 kW 1 string of 10 and1 string of 9 on SB- 5000TL-US Azimuth: 134° Pitch: 17° Monitoring System: 2 SMA Panel/Array Specifications: Panel:LG 290W Racking:UniRac Sunframe xxx xx Panel:64.57"X 39.37" Array:275.59"X 198.21" Surface:474"X 230" Magic#:65.32" xWV Legend: ® LG 290W Panel ® UniRac SunFrame Rail • 27 4"UniRac Dark Standoffs 8 B 2x12"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:UniRac,LG,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEIN o 0 N� a 9�FESSIONP� ` 1 Drawn By:DRV Drawing#3 of 7 Date:03/04/14 REV:A Drawing Scale:3/16"=1.0' GREENLOGIC" ENERGY GreenLogic,LLC Approved Gene Glazer 860 Laurel Ct Laurel NY, 11948 Surface#2: Total System Size: 10.44kW Array Size:4.93kW 1 string of 9 and 1 string of 8 on SB-5000TL-US Azimuth: 134° Pitch:17° Monitoring System: SMA 0 xxvxxPanel/Array Specifications: Panel:LG 290W Racking:UniRac Sunframe Panel:64.57"X 39.37" Array:275.59"X 198.21" Surface:352"X 230" Magic#:65.32" Legend: ® LG 290W Panel UniRac SunFrame Rail • 24 4"UniRac Dark Standoffs xxxxx B 2x12"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:UniRac,LG,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: Of Ne P PA O H .. CO r- 0 086182 �t,? v �FESSIONP Drawn By:DRV Drawing#4 of 7 Date:03/04/14 REV:A Drawing Scale: 3/16"=1.0' GREENLOGIC" ENERGY GreenLogic,LLC Approved Gene Glazer 860 Laurel Ct Laurel NY, 11948 Surface#2: Total System Size: 10.44kW Array Size:4.93kW 1 string of 9 and 1 string of 8 on SB-5000TL-US Azimuth: 134° Pitch: 17° Monitoring System: 2 SMA Panel/Array Specifications: Panel:LG 290W Racking:UniRac Sunframe AI Panel:64.57"X 39.37" Array:275.59"X 198.21" Surface:352"X 230" Magic#:65.32" Legend: ® LG 290W Panel \TZ UniRac SunFrame Rail • 24 4"UniRac Dark Standoffs A/ 8 B 2x12"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:UniRac,LG,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NE(,�Y PA��,c�c�.�� r— o= 2��OA 066182 ��C? v 9�FESSIONP Drawn By:DRV Drawing#5 of 7 Date:03/04/14 REV:A Drawing Scale:3/16"=1.0' i GREENLOGIC® ENERGY GreenLogic,LLC Approved Gene Glazer 860 Laurel Ct Laurel NY, 11948 Surface#2: Total System Size: 10.44kW Array Size:4.93kW 1 string of 9 and 1 string of 8 on SB-5000TL-US Azimuth: 134° Pitch: 17° Moni\ /1\ /J\ toring System: Z SMA 4 Panel/Array Specifications: Panel:LG 290W Racking:UniRac Sunframe Panel:64.57"X 39.37" Array:275.59"X 198.21" Surface:352"X 230" Magic#:65.32" 34 Legend: ® LG 290W Panel ® UniRac SunFrame Rail • 24 4"UniRac Dark Standoffs B8 2x12"Douglas Fir Rafter 16" 3 Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:UniRac,LG,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: of NEw Y n' W m � O 066162 v R�FESSI�NP Drawn By:DRV Drawing#6 of 7 Date:03/04/14 REV:A Drawing Scale:3/16"=1.0' GREENLOGIC" ENERGY GreenLogic,LLC Approved Gene Glazer 860 Laurel Ct Laurel NY, 11948 Total System Size:10.44kW JCBLU 1 string of 10 and 1 string of 9 on SB- 5000TL-US 1 string of 9 and 1 string of 8 on SB- 5000TL-US Azimuth: 134° Pitch: 17° Monitoring System: 2 SMA CIV. Fd MWW W C& Panel/Array Specifications: Panel:LG 290W LjjFbc4'Dk q Racking:UniRac SunFrame Panel:64.57"X 39.37" C&yIWHashrg S Magic#:65.32" (hheyO8EI cHa hrg 516'garies%d Udt35 Legend: ® LG 290W Panel '76k45'S5IqgBdtS 1P UniRac SunFrame Rail • 51 4"UniRac Dark Standoffs 8 2x12"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:UniRac,LG,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: sof NEWY PA"Ilp", � * ac W u, m2 ~ 06618 ' RoFEss�oNP Drawn By:DRV Drawing#7 of 7 Date:03/04/14 REV:A Drawing Scale:3/16"=1.0' LG Life's Good M o n o IM • LG290NIC LG285NIC LG280NIC LG Electronics,Inc.(Korea Exchange:0665TKS)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 DYE C •U L US C E �>, ;y R KM 564573 BS EN 61215 ® LG's High Efficient Cell Technology O O Convenient Installation Driven by LG's own N-type technology, LG's high- LG modules are carefully designed to benefit efficiency modules will provide customers with installers by allowing quick and easy installations rH T.0^°'°9, high economic benefits. throughout the carrying,grounding,and connecting stages of modules. 16.8kg Light and Robust 100%EL Test Completed e With a weight of just 16.8 kg,LG modules are Iry All LG modules pass Electroluminescence proven to demonstrate outstanding durability inspection.This EL inspection defects cracks and against external pressure up to 5400 Pa. other imperfections unseen by the naked eye. Reliable Warranties Positive Power Tolerance LG stands by its products with the strength of a LG provides rigorous quality testing to solar global corporation and sterling warranty policies. modules to assure customers of the stated power LG offers a 10 year product limited warranty and a outputs of all modules,with a positive nominal 25 year limited linear output warranty. tolerance starting at 0%. • n • NeoN LG30ONlC LG295NIC • • LG280NIC 0 Mechanical Properties 0 Electrical Properties(STC") Cells 6 x 10 300 W 295 W 290 W 285 W 280 W Cell vendor LG MPP voltage(Vmpp) 32.0 31.9 31.8 31.6 31.5 Cell type.. Monocrystalllne ..... ........... .............. .. ..... 11.1 ......... .............. ...._._....... .-. MPP current Im 9.42 9.30 9.19 9.09 8.97 ( PP) Cell dimensions 156 x 156 mm2/6 x 61n2 .......... . .......... ............. ......,..,,...,.. . . ....... . ..... .... ............,.. ...,..._...._ ..... .... ..... .......................... ..... ...................................... Open circuit voltage(Voc) 39.5 39.3 39.2 39.0 38.9 #of busbar 3 .... .. ............ _... .. ....... . .......... . . ........ . ..........,.... ... ...... .. . ._.... ................. .. . . .......... . . .............. ....,.......... .. .......... . . ........... .,.............. Short circuit current(Isc) 10.0 9.91 9.80 9.68 9.56 Dimensions(L x W x H) 1640 x 1000 x 35 mm ... ...... ... ................. ...._....... .... .... .. . . ....6 64 57 x 39 37 x 1.38 In Module efficiency(%) 18.3 18.0 17.7 17.4 17.1 ..... ............... . .. ............. ........... ... ........ ... ................._.._.. .... ........... ............... ..........,.... Static snow load 5400 Pa/113 sf Operating temperature('C) -40-+90 p...... . ........... ..... .... ................ Static wind load 2400 Pa/50 psf Maximum system voltage(V) 600(UL),1000(IEC) . .... ..... .... ................. ........ .,..-.. ... ..... .... ......,....... ...... .... Weight 16 8 t 0.5 kg/3696+1.1 Ib Maximum series fuse rating(A) 15 ........ . .. .... . ...........I. ........ ..........._.._ ...... .... ........ .... ......,....... .._._..... ............ .... Connector type MC4 connector IP 67 Power tolerance(%) 0-+3 . ..... . ...... Junction box IP 67 with 3 bypass diodes ' "" `" •STC(Standard Test Condition):Irradiance 1000 W/m',module temperature 25'C,AM 1.5 Length of cables 2 x 1000 mm/2 x 39 37 in The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. ....... . . .. ...... . .... .... 1 11 Frame Anodized aluminum 0 Certifications and Warranty 0 Electrical Properties(NOCT*) Certifications IEC 61215,IEC 61730-1/-2,UL 1703, ..390W 295.W 299W. 285W. 280 W Maximum power(Pmpp) 220 216 213 210 206 ISO 9001,IEC 61701(In progress), .... .. ... ..................................................................................................I.............. DLG-Fokus Test"Ammonia Resistance'; MPP voltage(Vmpp) 29.3 29.2 29.1 28.9 28.8 . ........ ........... ................. ......._ ... (In progress) MPP current(Impp) 751 742 733 725 7.15 ........................_.............._........................................._..................................................................,.............,.................. ........................................................................................... .... Product warranty 10 years Oen circuit voltage oc 36.5 36.3 36.2 36.0 35.9 P 9 (V ) Output warranty of Pmax ......... .. . ............ ....... . ............. ............ ................ (measurement Tolerance t 3%) Linear warranty" Short circuit current(Isc) 8.08 7.98 789 780. 770 .. . ... ........ .... .......... ......... ............... ............. ......_..,..._. ............_.. 1)1st year:97%,2)After 2nd year:0.7%annual degradation,3)80.2%for 25 years Efficiency reduction <4.5% (from 1000 W/m'to 200 W/m2) 0 Temperature Coefficients NOCT(Nominal Operating Cell Temperature):Irradiance 800 W/m',ambient temperature 20°C, wind speed 1 m/s NOCT 45 t 2°C ................ ............... ..............._,....................................... ........_....... . ............. 1010AO 10/0.40 Pmpp 042%/K 0 Dimensions(mm/in) Voc -0.11 31°k/1.K Isc. ........... . ................ ......._... 003%IK ........... I 0 Characteristic Curves 1000/39.37 29/1.10 221047 10 1000 w5.5-4.0 fx vl..l «•r i6vf w.l Lon side frame Short side hams 7.60 9 Drdn na«(4«I e 96.. a 800w 0.•m twl•.(M•) Ida•«.Mt«•n m•«an9 MNy isro.r U F. 7 46/1.89 °3 6 600 W h«xsn M• 12-04.3 5 q 400 W •-00.0(2 N•r) T 3 M«MIM M4.Is.H 2 200 W 1 1000/39.37 1 0 5 10 15 20 25 30 35 40 V0lfage(1/) E R1S10.06 140 F am x E 120 d� a.0/o.16 d -- -------- ------------------------------------------------------------ Z Isc x Voc e e DOW y so -------------------------------_--------------------------- -------- Pmax 944131.1 i 0810.3�1 60 40 ---------------- 1 dnn z 20 --------------------------------------------------------.._.----------- 0 35/1.39 -40 -25 O 25 50 75 90 Temperature(•C) •The distance between the center of the mounting/grounding holes LCz North America Solar Business Team Product specifications are subject to change without notice. O LG Electronics U.S.A.Inc "LG Life's Good"is a registrated trademark of LG Corp. 1000 Sylvan Ave,Englewood Cliffs, All other trademarks are the property of their respective owners. Y e a• NJ 07632 Contact:Ig.solar@lge.com Copyright O 2013 LG Electronics.All rights reserved. Life's Good www.Igsolarusa.com 03/01/2013 A " BOY 30i,".3`0 � �� � �.'a r d. Certified Innovative Powerful Flexible •UL 1741 and 16998 compliant •Secure Power Supply provides •97.2%maximum efficiency •Two MPP trackers provide • Integrated AFCI meets the require- daytime power in case of •Wide input voltage range numerous design options ments of NEC 2011 690.11 grid outage •Shade management with OptiTrac • Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL-US / 4000TL-US / 5000TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/4000TL-US/5000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTm Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance,flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. A NEW GENERATION OF INNOVATION THE NEW SUNNY BOY TL- Transformerless design Increased energy production US RESIDENTIAL SERIES HAS The Sunny Boy 3000TL-US / 4000TL-US OptiTraem Global Peak, SMA's shade- YET AGAIN REDEFINED THE / 5000TL-US are transformerless inverters, tolerant MPP tracking algorithm, quickly CATEGORY. which means owners and installers benefit adjusts to changes in solar irradiation, from high efficiency and lower weight. A which mitigates the effects of shade and wide input voltage range also means the results in higher total power output. And, inverters will produce high amounts of power with two MPP trackers, the TL-US series can under a number of conditions. ably handle complex roofs with multiple orientations or string lengths. Additionally, transformerless inverters have been shown to be among the safest string An extended operating temperature range inverters on the market.An industry first, the of 40 OF to +140 OF ensures power is TL-US series has been tested to UL 1741 and produced in all types of climates and for UL1699B and is in compliance with the arc longer periods of time than with most fault requirements of NEC 2011. traditional string inverters. ` •Technical data Sunny Boy 3000TL US Sunny Boy 4000TL-US Sunny Boy 5000TL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max.DC power(0 cos If-1) 3200 W 4200 W 5300 W Max.DC voltage 600 V 600 V 600 V MPP voltage range 175-480 V 175-480 V 175-480 V Min.DC voltage/start voltage 125/150 V 125/150 V 125/150 V Max.input current/per MPP tracker 18 A/15 A 24 A/15 A 30 A/15 A Number of MPP trackers/shings per MPP tracker 2/2 Output(AC) AC nominal power 3000 W 4000 W 4550 W 5000 W Max.AC apparent power 3000 VA 4000 VA 4550 VA 5000 VA Nominal AC voltage/adjustable 208 V/• 240V/e 208V/• 240V/• 208 V/te 240V/• AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V o AC grid frequency;range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz Max.output current 15 A 20A 22A 3. Power factor(cos(P) 1 1 1 Output phases/line connections 1/2 1/2 1/2 Harmonics <4% <4% <4% - Efficiency Max.efficiency 96.8% 97.1% 96.8% 97.2% 96.8% 97.1% CEC efficiency 96% 96.5% 96% 96.5% 96% 96.5% Protection devices DC disconnection device 0 DC reversepolarity protection 0 Ground fault monitoring/Grid monitoring 0/0 _ AC short circuit protection 0 All-pole sensitive residual current monitoring unit 3 Arc fault circuit interrupter(AFCI)compliant to UL 16998 Protection class/overvoltage category I/IV General data -_ Dimensions(W/H/D)in mm(in) 490/519/185 (19.3/20.5/7.3) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7.4/11.7/7.5) _ Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23.5/10.5) DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14.6/9.4/11.0) Weight/DC Disconnect weight 24 kg (53 Ib)/3.5 kg (8 Ib) Packing weight/DC Disconnect packing weight 27 kg (60 Ib)/3.5 kg (8 Ib) Operating temperature range -40*C...+60*C (-40°F...+140*F) Noise emission(typical) 5 25 dB(A) <25 dB(A) <29 dB(A) Internal consumption of night <1 W <1 W <1 W Topology Transformerless Transformerless Tronsformerless o Cooling concept Convection Convection Convection - Electronics protection rating NEMA 3R NEMA 3R NEMA 3R Features Secure Power Supply 0 o Display:graphic 0 Interfaces:RS485/Webconnect 0/0 0/0 0/0 Interface:2igBee O 0 0 Warranty:10/15/20 years 0/0/0 9/0/0 0/0/0 Certificates and permits(more available on request) UL 1741,UL 1998,UL 16998,IEEE 1547,FCC Part 15(Class A&B),CAN/CSA C22.2107.1-1 r o NOTE:US inverters ship with gray lids Type designation SB 3000TL-US-22 SB 4000TL-US-22 SB 5000TL-US-22 o ------------- ------------------------- ------ ---------------------------------- Efficiency curve SUNNY BOY 5000TL-US F----------------------------------- Accessories ------------------------- a - - e 98 Speedwire/Webconnect RS interface -_ 96r •• interface DM185CB-US-10 . .. Q... g SWDM-US-10 0 9492 Fan U 90 v7u i FANK[T02-10 Eta IV,-175 VI 9588 - Eta IV,V-400 VI .01 t 7s 4so 86 --' Eta IV,-480 VI Vwh M e; 0.0 0.2 0.4 0.6 0.8 1.0 Output power/Rated power 0 Standard feature 0 Optional feature -Not available '------------------------------------------------------------------------------------------------------------------------- Data at nominal conditions Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC Secure Power Supply Leading monitoring and control solutions One of many unique features of the TL-US residential series is its innovative Secure The new TL-US residential line features Power Supply ability. With most grid-tied more than high performance and a large inverters,when the grid goes down,so does graphic display. The monitoring and control the solar-powered home. SMA's solution options provide users with an outstanding provides daytime energy to a dedicated degree of flexibility. Integrated Zigbeem, power outlet during prolonged grid outages, a wireless communications standard often providing homeowners with access to power used for home energy management, and as long as the sun shines. numerous wired options allows for a highly controllable inverter and one that can be Simple installation monitored on Sunny Portal from anywhere on the planet via an Internet connection. As a transformerless inverter, the TL-US Whether communicating through Zigbeem, residential series is lighter in weight than RS485,or SMA's new wired, plug-and-play it's transformer-based counterparts, which WebConnect, installers can find an optimal makes lifting and transporting the new solution to their monitoring needs. inverter easier than before. A new wall mounting plate features anti-theft security and makes hanging the inverter quick and easy.A simplified DC wiring concept allows the DC Disconnect to be used as a wire raceway,saving labor and materials. on on More efficient Shade management Easier • a Broad temperature range Secure Power Supply Flexible communications Code-Compliant Installation Manual 809 Table of Contents i.Installer's Responsibilities.................................................................2 Part I.Procedure to Determine the Total Design Wind Load ......................................3 Part H.Procedure to Select Rail Span and Rail Type.............................................10 Part M.Installing SunFrame...............................................................14 memo U N I RAC m�� Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. r »� W U N I RAC Unirac Code-Compliant Installation Manual SunFrame L Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low,clean lines that SunFrame system. become as natural a part of a home as a skylight.It delivers the This manual provides(1)supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Uniraes SunFrame Whether for pitched roofs or parking roof structures, Universal PV Module Mounting system,and(2)planning and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics.Modules are flush mounted in low,gap-free rows, SunFrame products,when installed in accordance with this and visible components match clear or dark module frames. 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). QThe 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. Page 2 SunFrame Unirac Code-Compliant Installation Manual W 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 for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: 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 peer(PS)9_�1Ksrlpnet3o pressures on components and cladding in this document. peer(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kxt=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom of the PV panels. I=Importance Factor This method is not approved for open structure calculations. Applications of these procedures is subject to the following Pn30,I=1=1 =net design wind pressure for Exposure B,at height ASCE 7-05 limitations: =30, 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in 2.The building must be enclosed,not an open or partially the Inst 50 years. enclosed structure,for example a carport. h (ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height forpitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. S.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page S. 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 1: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. Np 3 r � jOt lot•r '� rir>r�[�'s�rr�'!■_:, til j �1.�► Mr,.. i����■ ! r f ���,\. rawl..[1■ '.t is. a*aLIN ��~ 1r► ` VIVIN 14 er d■■+ ♦�,'�`}I �;II•i�ii::firii■f- eu 1+■• •1�;r•A �'. �� � -�.■ i•iiil�iii fmii'1 iludall j��••����-"Ir "•` �* �! t�� X11 i 1�. ■�ir..•,;: .■f• •.■fIU }ir i l ♦ Yom- �� q u! • a����l 1 U,`•::`dp:hP.•� / 1:'• `_r�' r� �1.����1. ��. � 1. �/Irk+111:1•..11�!'�:=:�.i•�'fA�/�i�r(', ` _ .■■uu1'�a���iii•■l /tam■1 i•^�;i./`^1 Nrf•�.i���•.eJ•�71.•/1. +1� ,, /r■ ru■ att+r� rrf �•+►•Ir •.. i!..1•a�Ire■•• .b`.`%1. I t .� Z• � ter■ r ■ �a��■+II, 1■.�wa.•�J1,�•:;,.•:::.�''+4�•QCT,��'�`1 ��� �` �..f- , rfrlfl ■•1 +lat`�.C��� \��;�.:�'.��`,���J�i►C+ .; 00, 10 WA \� �R Opfir� .■ ��j'1p•�►Ai awl Ss■�ul/lf�.■�/r.•�'►`\�::'��I>••.. ���■rr/ir��.►11*��r+I a y� au^1.�•1�/:,,:,'�I`r..`t r'a; •�����+�'��� cull+�f`.i/ 1'f���►li;���i.�:�r.�_"5+:.••••'•"����� - ■rnufrrl----- pal-IN►u I�r� frl�ral-...�I r.a..:.'.."�1►y ■ �rrrruuur• ll�f.�lt.r•:■--•r+ ,.• �•�•• M prrrrrrrrr' •ri- �1. .�•.r!.�;/�,;,q;•. a �� � • ♦ pji�rl`+,w�1w~\����M■)i��•a••I�I aNI::S,'r 1;��� - - - f �A�r � a•� '� r _ now At.kk►� +r��' i77 J, of f 1 1 • 1 1FIWIM, 1 MM-MY 1 I 1 11 I 11 II - ll 11 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 • •. - SunFrame Unirac Code-Compliant Installation Manual O U N I RAC Step 8: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 Flat Roof Hip Roof(7° < 0 :5 27a) ' a' h a' h �Q a `a %a .a ,a- -.a ' a Gable Roof(A 5 7°) Gable Roof(7° < 0 !5 450) A h -a, a' t h `a �a .a` �a, 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,pnetso Both downforce and uplift pressures must be considered (psfl in overall design. Refer to Section H,Step 1 for applying Using the Effective Wind Area(Step 2),Roof Zone Location downforce and uplift pressures.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),look up the toward the surface.Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2,page 6. Use surface. 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. P.g. 5 W U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.poet3o(psl) Roof and Wall Ba kWlnd Speed.V(mph) 90 100 110 120 130 140 150 170 WindArea Zone (ab Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 0 1 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 ao 1 100 1 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 c 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 c 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 43.9 16.7 -56.4 0 aG 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 <v 1 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 bod 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 H 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 w 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 0 3 10 8.4 -34.3 10.4 42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 I 1 100 1 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 v 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 2 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 N 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 w 0 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 2S.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -48.6 4 500 1 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 -38.0 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 Source. ASCE/SEl 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Pege 6 SunFrame Unirac Code-Compliant Installation Manual W U N I RAC Table 3.pneao(psf Roof Overhang ewkwMd*WV(mph) wrndA,m Zom (SO 90 100 110 120 130 140 ISO 170 2 10 -21.0 -25.9 -31A -37.3 -43.8 -50.8 -58.3 -74.9 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 2 50 -20.1 -24.9 -30.1 -35.8 42.0 -48.7 -55.9 -71.8 2 100 1 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 n 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 0 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75A -96.8 c 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 GC 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27A -35.2 d 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 E 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 boo 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -7S.5 -96.9 N 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 w 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 OC 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 0 2 10 -24.7 -30.5 -36.9 -43.9 -51.S -59.8 -68.6 -88.1 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 « 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 r 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 c 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 oc 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source:ASCFJSEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kst EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,KSt,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE D has flat,unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Determine the Exposure Category by using the following Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs,and confirm your selection with the local building authority. The ASCF✓SE17--05*defines wind exposure categories as follows: EXPOSURE E is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 _:'UNI RAC Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine acljustmentfactorforheight and Table 4.Adjustment Factor for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height,h (ft),look up the adjustment factor for height and exposure in E p0�'R Mean roo( Table 4. nei t(ft) B C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design.Wind Load,pnet(pst) 60 1.22 1.62 1.87 Multiply the Net Design Wind pressure,pnet3o(psf)(Step 4)by the adjustment factor for height and exposure,A(Step 7),the Source:ASCE/SEl 7-05, Minimum Design Loads for Buildings and Other Topographic Factor,Kzt(Step 5),and the Importance Factor,I Structures,Chapter 6,Figure 6-3, p.44. (Step 8)using the following equation: pnet(psf)=AKxJpnet30 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 II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Variable Description Symbol Value Unit Sap ReRrence Building Height h ft Building,Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figure I Effective Roof Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet30 psf 4 Table 2,3 Topographic Factor Kst x 5 adjustment factor for height and exposure category A x 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load pnet psf 9 Page 8 SunFrame Unirac Code-Compliant Installation Manual O U N I RAC9 Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regiam and Hurricane Prone Regions Hurricane Prone Re- whh Baskwmd spee4V= gwns wdh Basic Wald catem y D-a"n BuMng Type Exorap- 85100 mph,and Alaska Speed,V>IOomph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human Iffe 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 Iffe 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: 1 BC 2006,Table 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 Page 9 W P r U N I RAC Unirac Code-Compliant Installation Manual SunFrame Part II. Procedure to Select Rail Span and Rail 'hype [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series Step 1:Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load,P(psf)is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1(ASD Method equations 3,5,6 and 7)by adding the Snow are based on a simply supported beam conservatively,ignoring the reductions allowed for supports of continuous beams over Load',S(psf),Design Wind Load,peer(psf)from Part I,Step multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,pner• See P(psf)=1.OD+1.OS1(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(Psf)=1.OD+1.Opnet(downforce case 2) 3.Please Note:The terms rail span and footing spacing P(psf)=LOD+0.7551+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D+1.Opner (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 S=Snow Load(psf) psf,see your Unirac distributor,a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac Pnet=Design Wind Load(psf)(Positive for downforce,negative for uplift) rail for a flush mount installation.It will also help determine the design loading imposed by the Unirac PV Mounting The maximum Dead Load,D(psf),is 5 psf based on market Assembly that the building structure must be capable of research and internal data. supporting. 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. Figure 3.Rail span and footing spacing are interchangeable. ailspjl�j oL �F00tspac'n B Ne A Note:Modules must be centered symmetrically on P.g. 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 O U N I RAC Table 7. ASCE 7ASD Load Combinations Deser"m Variable Dwml6rce core 1 DnN'♦fl"AC*f 2 Down>brce ease 3 ," Units Dead Load D 1.0 x LOX 1.0 x psf Snow Load S 1.0 x + 0.75 x + % , �:" psf s " Design Wind Load Pnet 1.0 x + 0.75 x + � psf Total Design Load P psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail SparV L Foot Spacing w(P 10 Using the distributed loaf w,from Part II,Step 2,look up the Determine the Distributed Load,w(plf),by multiplying the allowable spans,L,for SunFrame. module length,B(ft),by the Total Design Load,P(psf)and dividing by two.Use the maximum absolute value of the three There are two tables,L-Foot SunFrame Series Rail Span Table downforce cases and the Uplift Case. We assume each module and Double L-Foot SunFrame Series Rail Span Table. The is supported by two rails. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB 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 w=Distributed Load(pounds per linear foot,plf) Part III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Table 8.L-Foot SunFrame Series Rail Span Span w=Distributed Load (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF S SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF as SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF 11 SF SF SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF Ptge 11 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span span w=DWAbuted Load X 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2S SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF as SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF 11 SF SF SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF Step 4: Select Rail Type Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It is the installer's responsibility to yeft that the building multiplying the Total Design Load,P(psf)(Step 1)by the Rail structure is strong enough to support the point load Span,L(ft)(Step 3)and the Module Length Perpendicular to forces. 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 S. Page 12 SunFrame Unirac Code-Compliant Installation Manual ill-UNI RAC Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6:Determine 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 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) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Specific 5/s" shot* Force,R(lbs),requirements. gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure Douglas Fir,South 0.46 235 and attachment method is strong enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0.46 235 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 Southern Pine 0.55 307 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:AmericanWood Council,NDS 2005,Table 11.2A,I1.3.2A. Notes.(1)Thread must be embedded in the side groin of a rafter or other structural member integral with the building structure. (2)Lag bops 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 specifiy lag bolt sae with regard to shear forces. (5)Install lag bolts with head and washer crush 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. Page *Use flat washers with lag screws. 13 W 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 © to Figure 4.SunFrame components. O OMLVIF ISI ® U 0 4 Figure 5.SunFrame threaded slot rail, cross section,actual size. P.V 14 SunFrame Unirac Code-Compliant Installation Manual d=U N I RAC ORail—Supports PV modules.Use one per row of modules m L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105 T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ©Cap strip—Secures Pv modules to rails and neatly ules between rails.Includes 3/a"x 1 W' bolt with flange frames top of array.Lengths equals rail lengths.Cap strips nut for attaching L-foot or standoff shaft,and two slid' x 21/z"lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105 TS aluminum extrusion,anodized(clear or dark bronze)to match PV ®Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for ©Cap strip screw(1/4-20 x 1,Texample).Use one per L-foot. Two-piece(pictured):ype F thread cutting)—Use 6105-T5 aluminum extrusion.Includes 3�8"x Sia"serrated to secure each cap strip(and PV modules)to rail,one per flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an additional end screw wherever a two Sn6"x 31�z"lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/s"x 1'/a" any cap strip segment.18-8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for ORail splice—Joins rail sections into single length of rail. both standoff types. 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. Installer supplied materials: ©Self-drilling screw(No.10 x 3/4")—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out OEnd caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with OTruss-head sheet metal screw(No.8 x 5/3")—Use 2 per L foot adjusting sliders and standoffs. end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. QL-foot—Use to secure rails either through roofing mate- rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently 6105-T5 aluminum extrusion,anodized(clear or dark Asked Questions..."(p.16). bronze)to match PV module frame.Double L-foot is also available. OL-foot bolt(3/a"x 11/a")—Use one per L-foot to secure rail to L-foot.304 stainless steel. 10 Flange nut(3/e")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. QStainless steel hardware can seize up,a process called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably an anti-seise 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,at www.unirac.com. P-V 15 _'.'UNI RAC 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. QFor array widths or lengths greater than 45 feet,see instruction manual 908.1 • concerning thermal expansion issues. Sample layout,illustrated in Figure 4 1'/2"at each end of array Assumptions:12 modules(60'x 36 ), arranged in 3 rows of 4 modules t Roof Array width =144'(36"module width x 4 modules per row) Roof Po Array length-180'(60'module length x 3 rows) +3"(I V2'end rail width x 2 rails) +1%'(9/4 between-module rail width x 2 rails) 184%' 1.Laying out the installation area Array length Rails Always install SunFrame rails perpendicular to rafters.(These ler instructions assume typical rafters that run from the gutter , ) Ohtfte 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 Wkft installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the 1'A 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. Array width (module width times modules per row) 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. P.n 16 SunFrame Unirac Code-Compliant Installation Manual d=UNI RAC 2.Installing the lowest row of L-feet and rail 4 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. L feet If you are using L-foot adjusting sliders,you must use the short side of the the L-foot against the roof in the Lag first row.See Figure 9 below. screw If you are using both L-foot adjusting sliders and standoffs, Always lag into slot see the upper box on page 11. D nearest the bend in the L-foot Install the first row of L-feet at the lower edge of the instal- // 2/+ , lation area(Fig.8).Ensure feet are aligned by using a chalk Lower edge of 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 installation area 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 Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. A14. �r 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 Utility slot for No. 10 screw array width,being sure to keep rail slots free of roofing grit or other Utility slot for 14' debris.If your instal- hexhead bolt Slot for 3�a" lation requires splices, Figure 8.L-Foot footing bolt assemble them prior to orientation. 1' attaching L-feet(see"Footing and splicing require- { z ments,"p.11,and"Material planning for rails and cap strips,"p.13).Slide the 3i8-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. R Ensure that the rail is straight and parallel to the edge of the roof.Then tighten the lag screws. Roof peak Figure 9.L-foot orientation in conjunction with L-foot adjusting sliders.The sliders include two utility slots to secure module wh tt&combiner boxes,and other system components. P". 17 L•U N I RAC Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders 'Ivo-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 If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L-feet in the same orientation--either both long side up or both short side up. [*—B�—A � L-foot This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). res onsible or ensu S. All interior rail sections must be supported by no less The installer is solely p f ring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet;thermal expansion joints 6. Interior rail sections supported by only one L-foot must may be necessary.Please contact Unirac. be adjacent,on at least one side,to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) is determined by wind loading(see pp.5-8,especially 7. Rail sections longer than half the footing spacing re- step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of ;; Rafters the maximum footing spacing(A).For example,if Span A is 32 inches,Overhang B should not exceed 16 inches. ; Stringer r- --- - �r---- RQII 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-feet.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. Non-rectangular modules Page 18 SunFrame Unirac Code-Compliant Installation Manual il'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 Module length+'/." ' row of L-feet in the same manner and orientation as the first (hole to hole) i 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 Figure 10.L-foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 4(p.9). 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 Align slider A center hole to chalk line r Lowest row of L-feet . ���Align slider •�tt� (no footing sliders) _ A-3 1/a11 center hole �1 to chalk line A+3/4'r A+ , 3/16" A+2'/4" Figure 11.If you are using L-foot adjusting sliders,this spacing between rows places L-feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail Snug 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 Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. S.Installing remaining L-feet and rails - All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow- - All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all - The module used for fitting is resting(but not se- ine rows.When complete,confirm that: cured)in the highest row. Page 19 W U N I RAC Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your 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 eve 8 inches,beginning Z. ry 4 inches from the ends of 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 1i4-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.) preliminaryfooting and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing 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 II 11 II 11 II II II II 11 II II II II 11 II II II II 11 11 II 11 11 11 II II 11 11 11 11 II II 11 11 11 Trim line(array edge)j j Trim line(array edge+--►I .1. •V 112" • .1: • •i; •I i X 96" •;; 1st ca strip 11 11 It II II p p ii C " 11 E122" ii 4th rail II 11 It II II I 11 I I III I I 11 I 11 11 It 11 11 •;; •W 112"• •;; • •I; •;1 X 96" •;; 2nd cap strip B 83 D 127' 3rd rail II 11 II 11 11 V 89' . .1 1 . . . . . .1 t .,, ✓ "> . .I I Y 129' • • • •I I • 3rd ca strip II 11 II II tl p p A 96" ;; ;; , ;; C 109" ;; 2nd rail II 1 IPI 11 11 I I I 1 1 1 1 1 I I I II II 11 II J i . . .W 80" • •� .., JIMR •�. . . . Z 129' .{ 4th cap strip A 96" ;; ;; B 109" lstrail 11 Usable remainder:D,70",E,70";Y,64";Z,64" P„ 20 SunFrame Unirac Code-Compliant Installation Manual O U N I RAC 6.Securing the first module Gather sufficient lengths of cap strip Cap strip screws to cover the length of the first rail.For — maximum visual appeal and material conservation see"Material planning for Permissable overhang: rails and cap strips"(p.13). _-„ 1/3 module width 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 not install second to one third its width. p until lower modules are placed Attach the end of the cap strip with teppIng gap the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. QThe 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 3/4-20 Type F thread cutting(18-8 stainless nstall screws steel)and the correct length.See Table 4(pg. 15)to match screw length to the size cap strip in your installation. Q• Every cap strip segment must have a cap strip screw 4 inches or less from each end.If the nearest predrilled Stepping gap 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. Figure 14.Position and secure modules one by one. Adrill Wherever it is necessary to make a new cap strip hole, a I/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 Y4-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 Stepping gap 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. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. 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. Peg' 21 d'U N I RAC 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 compliance 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 A-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 Y4 1.50-1.57 38-40 Tr D %11 1.77-1.85 45-47 01T F I" 1.93-2.01 49-51 7T E I''/," Sharp lipped modules ru G I" Sanyo lipped modules H Pose 22 SunFrame Unirac Code-Compliant Installation Manual d'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/s-inch stainless steel bolt provided with the S-5I 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 When using S-5I clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. Frame.Unirac offers an Oatey®"No-Calk"flashings for — its steel standoffs and Oatey®or Unirac flashings for its Module thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak varies Price List. I How do I attach SunFrame to a standing-seam metal 2i/4-±'/8- roof? � A good solution comes from Metal Roof Innovations,Ltd. � (MRI).They manufacture the S-5I�clamp,designed to at- —� tach a wide variety of products to most standing-seam metal roofs.It is an elegant solution that eliminates flashings andJ'/8-- Module :: thickness penetrations altogether. varies 21 Module ,. thickness — varies /s-±1/8- Standoff /s- Standoff height 3'/8-1:'/8- (3-,4-,6-,or 7 _ all±'/8-) � 13/4-+'/8 P.p 23 W U N I RAC Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Univac,Inc.,warrants to the original purchaser the practices specified byAAMA 609&610-02 If within the specified Warranty periods the ("Purchaser')of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product')at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or This Warranty shall beVOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlier with Unirac's written installation instructions, for special,indirect or consequential damages of I)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of or reworked in a manner not previously the Product the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty'). Product is installed in an environment for which modules and flashings,m provide written �' The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. WOMUNI RAC 1411 Broadway Boulevard NE P." �� Albuquerque NM 87102-1545 USA 24