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yijiFO(,p <¢ Town of Southold Annex 9/19/2014 P.O.Box 1179 (%6 54375 Main Road Southold, New York 11971 '�O 2 r4o CERTIFICATE OF OCCUPANCY No: 37161 Date: 9/19/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 205 CR 48, Mattituck, SCTM#: 473889 Sec/Block/Lot: 113.-12-10.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/20/2014 pursuant to which Building Permit No. 39139 dated 8/27/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING COMMERCIAL BUILDING AS APPLIED FOR The certificate is issued to Talbot,Thomas&Talbot, Ellen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39139 09-09-2014 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39139 Date: 8/27/2014 Permission is hereby granted to: Talbot, Thomas & Talbot, Ellen 25 CR 48 Mattituck, NY 11952 To: Installation of roof mounted solar panels as applied for. At premises located at: 205 CR 48, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-12-10.4 Pursuant to application dated 8/20/2014 and approved by the Building Inspector. To expire on 2/26/2016. Fees: SOLAR PANELS $50.00 CO -COMMERCIAL $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $115.00 Date. OI i SO New Construction: Old or Pre-existing Building: (check one) Location of Property: �,� 10 fb44X1 HouseNo. Street Hamlet Owner or Owners of Property.�7�� -1,CA bc) Suffolk County Tax Map No 1000, Section (,_ Block IQ Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:Gg2o_.ca'C' LLC- HealthDept.Approval: Underwriters Approval: Planning Board Approval: N Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _ AA licant Signature *pF SO!/lyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • roger.riche rt(&-town.southoId.ny.us Southold,NY 11971-0959 'Q �yCOWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Talbot Address: 205 CR 48 City: Mattituck St: NY Zip: 11952 Building Permit#: 39139 Section: 113 Block: 12 Lot: 10.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858-me SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X 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 Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 5250 watt roof mounted PHOTOVOLTAIC SYSTEM to include, 21 Canadian CS6P-250P panels, 1-Power One PV1-5000-OUTD-US inverter, 1-AC disconnect Notes: Inspector Signature: Date: Sept 9 2014 81-Cert Electrical Compliance Form.xls i o��OF SOpr�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOI17ii-�-4 ���� Pacifico Engineering PC Engineering Consulting 7OOLakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, 0`/ 11710p Fax: 631-382-8236 IN G vmmw.paoificomnginaering.nom ���Q����� '� oo|ar@pacificomnginmmrin0.com September 1O. 2O14 Town ofSouthold Building Department 54375 Route 25. P.O. Box 117SLl F P 714 8outho|d, N`/ 11871 Subject: Solar Energy Installation for Talbot Truck Equiptmmnt 2O6Route 48 -- yWabituoh. NY11S52 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. | have determined that the installation meets the requirements ofthe 2O1ONYS Building Code, and ASCE7-O5. 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, hma|th, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer FIELD INSPE qN EI'OKT DA C01%MENTS POOR- FOUNDATION(IST) • � lJ FOUNDATION(2ND) o • y ROUGH FRA11ONQ& �y PLUMBING INSULATION PEA N.Y. y n STATE ENERGY CbDZ . 1 y FINAL , ' �rn . w O t7 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 2 Suryey SoutholdTown.NorthForkxet PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form -�''7 1 Contact: Approved A ( 20 Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A,Southampton, NY 11968 Phone: 631-771-5152 Expiration 20Z& i— p ctor PPLICATION FOR BUILDI y! AUG �O 2014 Date August is , 20 14 j INSTRUCTIONS r, I a.Thiscapplicc;atiortoMUST be c pletely filled in by typewriter or in ink and submitted t:, the Building Inspector with 4 sets of plans,accuiate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Contractor Name of owner of premises Thomas Talbot (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Nam nd title of corporate officer) Builders License No. 40227-H Plumbers License No. Electricians License No. 43858-ME Other Trade's License No. 1. Location of land on which proposed work will be done: 205 County Road 48 Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 113 Block 12 Lot 10.4 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premi and intended use Land occup proposed construction: a. Existing use and occupancy famil dwell b. Intended use and occupancy -Sin �amilydwe 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost $18,453.00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories .i 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Thomas Talbot Address 205 CR 48,Mattituck,NY Phone No. 631-298-1684 Name of Architect a — Fnginaerjng, a_r Address700 Lakeland Ave,Bohemia.NYPhone No 631-988-nnnn Name of Contractor GreenLooic LLC AddreSS 42S rnimty Rnad 39A Phone No. 631-771-5152 Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' 1 day of 201 Notary Public Signature of Applicant Scott A. Russell e4 STO)ELMWA\TE K SUPERVISOR AMIA,NAGlIEMIENIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11471 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOF-i THIS iP OGECiT INVOLVE AIN OF THE FOLLOWING: Yes No CHECK ALL THAT APPLY ❑ A. Clearing, grubbing, grading or Stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any° P � g parcel or any contiguous area. 0 E C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑� E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑�] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit our Building Permit Application. APPLICANT !Property Owner,De�ien Protenaonal,Agent,Contiactor.0ther) S.C,T.M. : 1000 Date: Di>trict NA TE: G re,�.l� 3 _0i+� n Section Block Lot 1 oP B ILDIV., 1)1✓PAR I MEN UAL ONLY Contact Information Un Revie\.ed By: - - - - - - - - - - - - - - - - - - Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — Approved for processing Building Permit. Storm«ater Management Control Plan Not Required. ❑ Storn-iwater Management Control Plan is Required. (Forward to Engineering Department for Revie�k.) FORM * SMCP-TOS MAY 2014 _ i Town Hall Annex Telephone(631)765-1802 54375 Main Road e�gg.gg QQQ�, P.O.Box 1179 Q roger.richert(CUi0wn 8011[11010 nV us Southold,NY 11971-0959 ��/ �� . "�U1111, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Tamara Romero Date: 8/18/2014 Company Name: GreenLogic LLC Name: Robert Skypala License No.: 43858-ME Address: 425 Counv Road 39A Southampton, IVY 11968 Phone No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) Name: Thomas Talbot E *Address: 205 CR 48 Mattituck,NY 11952 *Cross Street: *Phone No.: 631-298-1684 €? Permit No.: I Tax-Map District: 3000 Section: 113 - Block: 12 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Roof mounted solar electric system 21 Canadian Solar CS6P=250P Modules, 1 PowerOne PVI-5000-OUTD-US Inverter 5,250 Watts (Please Circle Alf That Apply) *Is job ready for inspection: YES NO Rough In Final *Do.you need a Temp Certificate: ES NO Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82Aequest for Inspection Form 1.0 Ob GREENLOGICO ENERGY August 18, 2014 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Thomas Talbot Truck Equipment who has engaged us to install a roof-mounted solar photovoltaic (PV) electric system at his business at 205 CR 48, Mattituck, NY 11952. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (Canadian Solar CS613-250) • 2 Spec. sheets of the inverter(PowerOne PV15000) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$100 ($50 Building Permit/$50 CO) • Application for Electrical Inspection with a check for$100 Please let us know if you need anything else in connection with this application. Yours truly, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 ext. 120 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 GREENLOGICO ENERGY September 16, 2014 The Town of Southold AFF' R Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39139 Talbot Truck Equipment 205 County Road 39A, Mattituck To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Talbot Truck Equipment's solar electric system, which we installed at the above reference address. Please arrange to send him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 Ext. 120 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 pF SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 4 Fax(631)765-9502 P.O.Box 1179 COO Southold,NY 11971-0959 y�OUNTY,� September 15, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD GreenLogic LLC 425 County Rd 39A Southampton, NY 11948 Re: Talbot,205 County Rd 48,Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Certification required from an engineer stating the panels were installed on the roof per NYS Building Code. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39139 - Solar Panels -V" • t`.�1 -'��! h `,f .`fit� -� � �r.�t��• 1 r I Suffolk CountyAffairsz ;< We ORIAL O. . •. . . VETERANS MEMI SUFFOLK COUNTY Home Improvement i License i + �� Oil— This1 doing business � i f as LOGICGREEN IMPROVEMENThaving furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME CONTRACTOR, ie County of • xf. Additional Busimses \ / VALID WITHOUT �� 4 r ' AND A CURRENT - CONSUMER AFFAIRSr a ► CARD Director !1 CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDD/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 CONTACT Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE 631 941.4113 FAx 631 941-4405 P.O.Box 850E-MAIL brookhaven.agencyiMverizon.net 150 Main Street PRODUCER MFR In East Setauket NY 11733 INSURERIS)AFFORDING COVERAGE NAIC# INSURED I . HDI-Gerling America Insurance Co. Greenlogic,LLC INSURERS: Merchants Preferred Insurance Co. 425 County Road 39A,Suite 101 INSURER C:First Rehab Life Insurance Co. Southampton,NY 11968 INSURER : National Union Fire Insurance Co.of PA INSURER E:AG-S 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. IIm NSR TYPE OF INSURANCE DL SUB POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X MMERCIAL GENERAL LIABILITY Y Y EGGCC000076914 01/31/14 01/31/15 DAMAGE TO RENTED $100,000 CLAIMS-MADE Fx�OCCUR MED EXP(Any one rson 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 s2,000,000 POLICY FX I PRO- LOC j AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANY AUTO CAP1043565 06/12/13 06/12/14 (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY(Per person) $ BODILY INJURY(Per accident) $ PROPERTY DAMAGE SCHEDULED AUTOS X HIRED AUTOS (Per accident) $ X NON-OWNEDAUTOS $ $ X UMBRELLA LIAS X OCCUR EACH OCCURRENCE S1,000,000 D EXCESS LIAS CLAIMS-MADE y y BE080717268 1/31/14 1/31/15 AGGREGATE $1,000,000 DEDUCTIBLE WORKERS COMPENSATION W C STATU OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIV E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE UIf ea,deaaibe under F N w E.L.DISEASE-POLICY LIMIT $ C NYS Disability D251202 4/11/13 14/11114 Statutory Limits E Installation Floater/Propert APP34420120 4/15/13 4/15/14 $200,000 $2,500 Ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule.H more space is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 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 OR,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 STE 202 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A STE 202 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 2226 371-9 324327 _ 08/11/2014 TO 08/11/2015 8/15A 14E THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2226 371-9 UNTIL 08/11/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 08/11/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:33393451 U-26.3 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT J SIKYPALA 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 Suffollc, State of New York. Additional Businesses II NOT VALID WITHOUT DEPARTMENTAL SEAL AND W CURRELNT CONSUMER AFFAIRS 10 CARD a Director J -low -Now NEW SCDHS REF # CIO - 96 0004 LOT Z150.0!' T N. 87'17'30" E. - O N It •+G� NW �N N It+ s �- LOT 4' m O 10 lot e 1 Z o zo, 'WA"W 6d vft a 0 c' barn tS� 0 'mom1p %oz a k. F F'_ r� I Sfk, V � 176.46' s tk 5.87'16'40" W. --- -!5' .54' MAODLE ROAD ( CR, 48 ) AREA = 56,029 sq.ft. SURVEY OF LOT 4 "AWOR SU=V1S10JV FOR ADAM ASSOCIATES" CERTIFIED To+ INKED FEB. 7,MY MAP NO. 906'1 THOMAS TALBOT TALBOT A T MA T TI TUCK ELLEN TALBOT SUFFOLK eo rxr NA TO WN OF SOU THOLD FIDELITY NA COMPANY OF AEW YORK SUFFOLK COINTY N. Y. 1000 - 113 - 12 - 10.4 Scale : 1" = 50' Jan. 3, 1995 JAN. 21, SM ( d barn) Aoir. ,$1, I9 (stow bks U.C.) JUNE Z, 1999 (cer0collon ) SEPT. 29, 1999 J I#nol 1 4, p NEW METI� ANY ALTERATION OR ADUTION TO TMS SURVEY IS A VIOLA TION OF SECTION 7209 OF 7 • A9W YORK $T rE EDUCA TAN LAW t t EXCEPT AS PER S�E'CTtI 72A*+SUM='2: ALL 77M�i�CASIYONS � .Y.S. LIC. NO. 49618 HEREON ARE VAL(�Dp A* 7W M4P AAV 6 S TFp� CIG Y 1F' fid` SAO MAP OR CcllPs' 7IE SEAL OF 77 SURVEYOR COr-65 RV Rs P.C. WHOSE SONA TIME A (51 -�6_ ADDITIONALLY TO COAPL Y IWTH W LAW THE TEAM/ 'AL TEND BY' MAST BE USED BY ANY AMR,,ALL +S�Ypq'M� OF GWir'Y OF ANOTIfR SURVEYOWS A�4`P. n0W SLO4 AS ' AND /2 7 STREET aRouGHr-ro-DATE' ARE Aro*Ar da-wiFLAmm mrH rw LA w. // SOU N.Y. 11971 519,g� CE2TlG/G,pT/vr+J 7 86 - 582 E t 1 String of 10 Canadian Solar 250 watt panels=2500 Watts . 1 String of 11 Canadian Solar 250 watt panels=2750 Watts . , Array Total 5,250 All panels to be grounded as per NEC code 2,30 AMP two pole DC switches from panels to inverter F PowerOne PVI-5000-OUTD-US Inverter 240 VAC 240 V C from inverter to a 30 Amp switch near utility meter CanadianSolar On-grid Module CS6P is robust solar module with 60 solar cells.These modules can be used for on-grid solar applications. Ourmeticulous design and production techniques ensurea high-yield, long-term performance forevery module produced.Our rigorousquality control and in-house testing facilities guarantee Canadian Solar's modules meetthe highest quality standards possible. Key Features • Top ranked PVUSA(PTC)rating in California for higher Applications energy production On-grid residential roof-tops • 6 years product warranty(materials and workmanship); On-grid commercial/industrial roof-tops 25 years module power output warranty Solar power stations • Other on-grid applications • Industry leading plus only power tolerance:+5W(+2%) • Strong framed module, passing mechanical load test Quality Certificates of 540013a to withstand heavier snow load • IEC 61215, IEC 61730, IEC61701, UL 1703, • Ultra reliable in corrosive atmosphere,verified by CEC Listed, CE,KEMCO and MCS IEC61701 "Salt Mist Corrosion Testing" • IS09001:2008: Standardsfor quality management systems • The 1st manufacturer in the PV industry certified for • ISO/TS16949:2009: The automotive quality ISO:TS16949(The automotive quality management management system system)in module production since 2003 • QC080000 HSPM:The Certification for Hazardous Substances Regulations • IS017025 qualified manufacturer owned testing lab, fully complying to IEC,TUV, ULtesting standards LEq .c,.c, C ( EN ®jj www.canadiansolar.com CS6P-220/225/230/235/240/245/250P Electrical Data OW1220P CSSP-2251 CSSP-238P CSGP-235P CSSP MP CSSP-2451 CSSP-258P Nominal Maximum Powerat STC(Pmax) 220W 225W 230W 235W 240W 245W 250W Optimum Operating Voltage(Vmp) 29.2V 29AV 29.6V 29.8V 29.9V 30.OV 30.1V Optimum Operating Current(Imp) 7.53A 7.65A 7.78A 7.90A 8.03A 8.17A 8.30A Open Circuit Voltage(Voc) 36.6V 36.7V 36.8V 36.9V 37.OV 37.1V 37.2V Short Circuit Current(Isc) 8.09A 8.19A 8.34A 8.46A I 8.59A 8.74A 8.87A Operating Temperature -40C-+85C Maximum System Voltage 1000V(IEC)/600V(UL) Maximum Series Fuse Rating 15A Power Tolerance +5W Pmax -0.43%rC Temperature Coefficient Voc -0.34 VC Isc 0.065 VIC NOCT 45C Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.5 and cell temperature of 251C Mechanical Data Cell Type Poly-crystalline Cell Arrangement 60(6 x10) Dimensions 1638 x 982x 40mm(64.5x 38.7 x 1.57in) Weight 20kg(44.1 lbs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Pallet) 20pcs Engineering Drawings I-V Curves(CS6P-250P) 932 i Vij a 11. V OIf.laeWl VoUege(VI 'Specifications included inthis datasheet aresubject to changewithout prior notice. w About Canadian Solar Canadian Solar Inc.is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar is on track to expand cell solar systems. Canadian Solar delivers solar power products of uncompromising quality to worldwide capacity to 700MWand module capacity to 1.3GW in 2010. customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. CanadianSolar On-grid Module CS61P is robust solar module with 60 solar cells.These modules can be used for on-grid solar applications. Our meticulous design and production techniques ensure high-yield, long-term performance forevery module produced. Our rigorousquality control and in-house testing facilities guarantee Canadian Solar's modules meetthe highest quality standards possible. Key Features • Top ranked PVUSA(PTC)rating in California for higher Applications energy production • On-grid residential roof-tops • 6 years product warranty(materials and workmanship); On-grid commercial/industrial roof-tops 25 years module power output warranty Solar power stations • Other on-grid applications • Industry leading plus only power tolerance:+5W(+2%) • Strong framed module,passing mechanical load test Quality Certificates of 5400Pa to withstand heavier snow load • IEC 61215, IEC 61730, IEC61701, UL 1703, • Ultra reliable in corrosive atmosphere, verified by CEC Listed, CE,KEMCO and MCS IEC61701 "Salt Mist Corrosion Testing" • IS09001: 2008: Standardsfor quality management systems • The 1st manufacturerin the PV industry certified for • ISO/TS16949:2009: The automotive quality ISO:TS16949(Theautomotive quality management management system system)in module production since 2003 • QC080000 HSPM:The Certification for Hazardous Substances Regulations • IS017025 qualified manufacturer owned testing lab, fully complying to IEC,TUV, UL testing standards c SP�s e & ll_q •Qq - \\ \\ ®G N YCLE V www.canadiansolar.com CS6P-220/225/230/235/240/245/250P Electrical Data 8OP-00P G86P-22#P 08OP-2W CSSP-295P CS6P-240P cs$P-246P OSOP-2.50P Nominal Maximum Powerat STC(Pmax) 220W 225W 230W 235W 240W 245W 250W Optimum Operating Voltage(Vmp) 29.2V 29AV 29.6V 29.8V 29.9V 30.OV 30.1V Optimum Operating Current(Imp) 7.53A 7.65A 7.78A 7.90A 8.03A 8.17A 8.30A Open Circuit Voltage(Voc) 36.6V 36.7V 36.8V 36.9V 37.OV 37.1V 37.2V Short Circuit Current(Isc) 8.09A 8.19A 8.34A I 8.46A I 8.59A 8.74A 8.87A Operating Temperature -40C—+85C Maximum System Voltage 1000V(IEC)/600V(UL) Maximum Series Fuse Rating 15A Power Tolerance +5W Pmax -0.43%rC Temperature Coefficient Voc -0.34 VC Isc 0.065 VC NOCT 45C Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.5 andcell temperature of25'C Mechanical Data Cell Type Poly-crystalline Cell Arrangement 60(6 x10) Dimensions 1638 x 982x 40mm(64.5x 38.7 x1.57in) Weight 20kg(44.1 lbs) Front Cover Tempered glass Frame Material Anodized aluminium alloy Standard Packaging(Modules per Pallet) 20pcs Engineering Drawings I-V Curves(CS6P-250P) 93 _ e R C C aac g � 7 Vult"ge(V) Vonaye(V) 'Specifications included in this datasheet are subject to change without prior notice. W About Canadian Solar Canadian Solar Inc.is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solarmodules and November 2006. Canadian Solar is on track to expand cell solar systems. Canadian Solar delivers solar power capacity to 700MWand module capacityto 1.3GW ill products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for alltheir solar needs. 111 . . 11 . SUNPOWER 11 . 111 . . 111 . BENEFITS The World's Standard for Solar ....... ......a. High performance and high reliability ....... inverters for use with SunPower photovoltaic panels-the most efficient and reliable panels on earth. High Efficiency Transformerless inverter technology �! enables maximum inverter efficiency of up to 97.1% and CEC efficiency of up to 96.5%. ` Design Flexibility and Yield Maximization • Two maximum power point trackers • expand deployment options and maximize energy harvest when irradiance varies across the array. • Guaranteed Performance • Reliable and robust design has a proven record for durability and longevity. SPR-3000p-TL-1 " SPR-3600p-TL-1 SPR-4200p-TL-1 * , SPR-5000p-TL-1 SPR-6000p-TL-1 The SunPower SPR-3000p-TL-1, SPR-3600p-TL-1, SPR-4200p-TL-1 , SPR-5000p-TL-1 &SPR-6000p-TL-1 offer proven reliability and superior performance. Their robust and precision designed electronics housing offers UV-resistance and corrosion protection and is suited for both indoor and outdoor (NEMA 4X) SPR-3000p-TL-1, SPR-3600p-TL-1, applications. All models come with a standard 10 year warranty. SPR-4200p-TL-1, SPR-5000p-TL-1 & SPR-6000p-TL-1 111 • • 11 • SUNPOWER 1 / • 111 . . 111 • Electrical Data SPR-3000p-TL-1 SPR-3600p-TL-1 SPR-4200p-TL-1 SPR-5000p-TL-1 SPR-6000p-TL-1 Input Variables(DC) Max.usable power per MPPT 2000 W 3000 W 3000 W 4000 W 4000 W Number of MPPTs 2 MPPT range 160 V...530 V 120 V...530 V 140 V...530 V 200 V...530 V 200 V...530 V Start-up voltage 200 V(adjustable 120 V...350 V) Open circuit voltage 600 V Max.input current for both MPPTs 20.0 A 32.0 A 32.0 A 36.0 A 36.0 A in parallel Max.usable current per MPPT 10.0 A 16.0 A 16.0 A 18.0 A 18.0 A Number of string inputs per MPPT 1 1 1 2 2 Output Variables(AC) Nominal power 3000 W 3600 W 4200 W 5000 W 6000 W 208V 14.5 A 17.2 A 20.0 A 27.0 A 30.0 A Max.AC output current at:t240 V 14.5 A 16.0 A 20.0 A 23.0 A 28.0 A 277V 12.0A 16.0A 20.0A 20.0A 24.0A Rated frequency 60 Hz cos phi >0.995 Number of grid phases 1 General Electrical Data Max.efficiency 96.9% 97.0% 97.0% 97.1% 97.1% 208 V 96.0% 96.0% 96.0% 96.0% 96.0% CEC efficiency at: 240 V 96.0% 96.0% 96.0% 96.5% 96.5% 277V 96.0% 96.0% 96.0% 96.5% 96.5% Standby consumption <8 W Switching plan transformerless SPR-3000p-TL-1 SPR-3000p-TL-1 Mechanical Data SPR-3600p-TL-1 SPR- Features SPR-3600p-TL-1 SPR-5000p-TL-1 SPR-4200p-TL-1 SPR-6000p-TIL-11 p-TL-1 SPR-4200p-TL-1 SPR-6000p-TIL-11 Display 16 characters x 2 lines LCD display Warranty 10 years Ambient temperature -25°C...+60°C* Conformity to UL 1741,CSA-C22.2 N. 107.1-01,IEEE 1547,cCSAus (-13*F...+140°F) standards Additional certifications are available upon request PV array isolation control GFDI Interface R5485 Connections DC&AC:screw terminal block SP11-6000p-TL-1: 96.5%CEC efficiency at 240 VAC Cooling convective cooling,no fan 100% X Protection class NEMA 4X Noise emission <50 dB at 1 meter 95% - DC-switch integrated 859mm x 325mm x 222mm 1052mm x 325mm x 222mm HxWxD - 4fAv (33.8"x 12.8"x 87") (41.4"x 12.8"x 8.7) 90y6 21.3 kg 27.0 kg 0 0.2 0.4 0.6 0.8 1 Weight (47.3 lbs) (59.5 lbs) Fraction of rated output power,P„JP,x,. •Power demon,above 55°C(131°fl lo,SPR3000,TL-1,SPR3600pTL I and SPR4200,TL-1 aid abo.e 50°C 1122°FI fo,SPR 5000pTL-1 and SPR-6000,TL.I About SunPower SunPower designs,manufactures,and delivers high-performance solar electric technology worldwide.Our high-efficiency solar cells generate up to 50 percent more power than conventional solar cells.Our high-performance solar panels and trackers deliver significantly more energy than competing systems. SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of SunPower Corporation. $LJ n powef'cQr'p,com ©February 2012 SunPower Corporation.All rights reserved.Specifications included in dais datasheet are subject to change without notice. 500545 Rev.B/LT EN Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2BC I Ph: 631-988-0000 Bohemia, NY 11716 P]PIS G c Fax: 631-382-8236 www.pacificoengineering.com solar@pacificoengineering.com August 13, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 A'"a ��P` Southold, NY 11971 DATE- Subject: Solar Energy Installation for Talbot Truck Equiptment ' E _ ....... 205 Route 48 F, _--, Pt a i Mattituck, NY 11952 f=0110y'1 r Ej, r I have reviewed the roofing structure at the subject address. The structure was Os d yt�d rIt",e 1$$9 NYSBC for 30 psf snow load and 17 psf wind load. Using 2010 NYSBC load combingtign St#p roof structure has a load capability of 38 psf. Using current design loads off lvlrfj� b�Rfbjr N�:'t'd design load is 25 psf. The solar installation brings the total load requirement\F04�e`Wfiag pjNc�l )A§lppt F0 This is well under the buildings original design load. The structure can suppo6L#g�,AdoAoq.*N i rplFl rpph0 9� 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 i p' R 51 t�N C i R Mean roof height 22 ft �. p,` Pitch 31iaiNlz 5 UNLAWFUL Roof rafter 8" Z purlin FT CERTiF1CATE ., 1 Rafter spacing 60 inch on center 1 J Reflected roof rafter span 25.0 ft f)rCUAh CY 0 � 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 B 20 120 48 645 1/4-14 self tapping screw, 3 per Weight Distribution of NEW y array dead load 3.5 psf l�, N PAC/,c' �9 load per attachment 141.1 Ib CO O Panels mounted flush to roof no higher than 6 inches above surface. Ralph Pacifico, PE m e ? Professional Engineer er 06 LOGIC" GreenLogic,LLC Approved Talbot Trucking Equipment 205 Route 48 Mattituck, NY 11952 Surface#1: Total System Size: 5.250kW Array Size:5.250kW 1 string of 10 and 1 string of 11 on PVI-5000 Azimuth:240° Pitch: 15° Monitoring System: Power One Panel/Array Specifications: Panel:Canadian Solar CS6P Racking: UniRac Solarmount Existing PV Panel: X38.7" Array:25858""X 241.2" Surface:933"X 323" Array Magic#: N/A Legend: Canadian Solar 250W Panel ® UniRac Solarmount Rail • 34 Versa Bracket 47 a2x7 7/8"Steel Purlins 60"O.C. O Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:S-5!, UniRac,Canadian Solar, Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEIN Y PAc�,c�C'O�� * ac W w 06618 �G? PROFESS\DSP Drawn By: DRV Drawing#1 of 5 Date:04/18/14 REV:A Drawing Scale: 3/32"= 1.0' GREENLOGIC" GreenLogic,LLC Approved Talbot Trucking Equipment 205 Route 48 Mattituck, NY 11952 Surface#1: Total System Size:5.250kW Array Size: 5.250kW 1 string of 10 and 1 string of 11 on PVI-5000 Azimuth: 240° Pitch: 15° Monitoring System: Power One Panel/Array Specifications: Panel:Canadian Solar CS6P Racking: UniRac Solarmount Panel:64.5"X 38.7" Array:258"X 241.2" Arrav Surface:933"X 323" Magic#: N/A Legend: Canadian Solar 250W Panel ® UniRac Solarmount Rail • 34 Versa Bracket 47 Z4 a2x7 7/8"Steel Purlins 60"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:S-5!, UniRac,Canadian Solar, Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: .`�pF NEP PA V1r Y r— cc W W 0661 9�FESS% v Drawn By: DRV Drawing#2 of 5 Date: 04/18/14 REV:A Drawing Scale: 3/32"= 1.0' Gw LOGIC GreenLogic,LLC Approved Talbot Trucking Equipment 205 Route 48 Mattituck, NY 11952 Surface#1: Total System Size:5.250kW Array Size:5.250kW 1 string of 10 and 1 string of 11 on PVI-5000 Azimuth:240° Pitch: 15° Monitoring System: Power One Panel/Array Specifications: 2 Panel:Canadian Solar CS6P Racking: UniRac Solarmount Existing PV 2 Panel " X38.7" Array:25858"X 241.2" Array 2 1 MagaSurfce:933"X 323" c#: N/A 1 Legend: Canadian Solar 250W Panel 1 UniRac Solarmount Rail • 34 Versa Bracket 47 1 2x7 7/8"Steel Purlins 60"O.C. O Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: S-5!, UniRac,Canadian Solar, Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NE6V N PAC�F/C�,p C�2 cc W W 0661 A9oFEss%oNP� Drawn By: DRV Drawing 1#3 of 5 Date:04/18/14 REV:A Drawing Scale: 3/32"= 1.0' GREENLOGIC 21 Canadian Solar 250w 18" service walkway GreenLogic,LLC Approved panels Talbot Trucking Equipment 205 Route 48 Mattituck, NY 11952 i Surface#1: i i Total System Size:5.250kW Array Size:5.250kW 1 string of 10 and 1 string of 11 on PVI-5000 i Azimuth:240° Pitch: 15° Monitoring System: i Power One Panel/Array Specifications: Panel:Canadian Solar CS6P Racking: UniRac Solarmount i Panel:64.5"X 38.7" i Array:258"X 241.2" Surface:933"X 323" ------------------------------------------------------------ ------------------------ I Magic#: N/A Legend: Canadian Solar 250W Panel ® UniRac Solarmount Rail Existing PV • 34 Versa Bracket 47 BB 2x7 7/8"Steel Purlins 60"O.C. Array Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:S-5!, UniRac, Canadian Solar, Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NE�Y �N PAC0 r— 066182 O/rESS10NP Drawn By: DRV Drawing#4 of 5 Date:04/18/14 REV:A Drawing Scale:3/32"= 1.0' GREENLOGIC", GreenLogic,LLC Approved Talbot Trucking Equipment 205 Route 48 Mattituck, NY 11952 Surface#1: IVT LISC Q(. FW N%ffW ft Q(. Total System Size:5.250kW Array Size:5.250kW 1 string of 10 and Vb-saBaJ4147 34 1 string of 11 on PVI-5000 Azimuth:240° Pitch: 15° Monitoring System: Power One Panel/Array Specifications: Panel:Canadian Solar CS6P Racking:UniRac Solarmount Panel:64.5'X 38.7" Array: 258"X 241.2" Surface:933"X 323" Magic#: N/A Legend: j Canadian Solar 250W Panel ® UniRac Solarmount Rail • 34 Versa Bracket 47 Ba 2x7 7/8"Steel Purlins 60"O.C. Notes: Number of Roof Layers:1 Height above Roof SurfaceA" Materials Used:S-5!, UniRac, Canadian Solar, Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: 0V NEWY N PA CO 0 r— m 2 066116% ROFESSIONP Drawn By:DRV Drawing#5 of 5 Date:04/18/14 REV:A Drawing Scale: 3/32"= 1.0' GREENLOGIC"' GreenLogic,LLC Approved Purlins Talbot Trucking Equipment 205 Route 48 Spaced 5' on center Mattituck,NY 11952 Purlin Steel Thickness: 1/16" Surface#1: 2^ Total System Size: 5.250kW Array Size:5.250kW 1 string of 10 and 1 string of 11 on PVI-5000 Azimuth:240° co � Pitch: 15° Monitoring System: Power One Panel/Array Specifications: Panel:Canadian Solar CS6P Racking: UniRac Solarmount Panel:64.5"X 38.7" Array:258"X 241.2" Steel Supports Surface: 933"X 323" � Spaced 25 on center Magic#:N/A Legend: Purlin Steel Thickness: 1/4" Canadian Solar 250W Panel ® UniRac Solarmount Rail • 34 Versa Bracket 47 Ba 2x7 7/8"Steel Purlins 60"O.C. Notes: Number of Roof Layers:1 Height above Roof SurfaceA" Materials Used: S-5!, UniRac,Canadian Solar,Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEW Y �c PAC/ �cO�,� c h cr�sc�O 0 06618 pROFESS�O�P Drawn By: DRV T_ Date:04/18/14 Drawing Scale: 3/32"= 1.0' TM SO RMOUP" Code-Compliant Installation Manual 227 U.S.Des.Patent No.D496,2485,D496,2495. Other patents pending. s 1 • • • Table of Contents • i.Installer's Responsibilities.................................................................2 Part I.Procedure to Determine the Design Wind Load...........................................3 Part II.Procedure to Select Rail Span and Rail Type.............................................10 Part III.Installing SolarMount [3.1.]SolarMount rail components................................................14 [3.2.]Installing SolarMount with top mounting clamps...............................15 [3.3.]Installing SolarMount with bottom mounting clips .............................21 [3.4.]Installing SolarMount with grounding clips and lugs............................25 ® THE STANDARD IN PV MOUNTING STRUCTURES T" UniRac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. VNAMCO UniRac Code-Compliant Installation Manual SolarMount L Installer's Responsibilities Please review this manual thoroughly before installing your SolarMount is much more than a product. SolarMount system. It's a system of engineered components that can be assembled This manual provides(1)supporting documentation for into a wide variety of PV mounting structures.With building permit applications relating to UniRac's SolarMount SolarMount you'll be able to solve virtually any PV module Universal PV Module Mounting system,and(2)planning and mounting challenge. assembly instructions for SolarMount It's also a system of technical support:complete installation SolarMount products,when installed in accordance with and code compliance documentation,an on-line SolarMount this bulletin,will be structurally adequate and will meet the Estimator,person-to-person customer service,and design structural requirements of the IBC 2006,IBC 2003,ASCE 7- assistance to help you solve the toughest challenges. 02,ASCE 7-05 and California Building Code 2007(collectively Which is why SolarMount is PV's most widely used mounting referred to as"the Code").UniRac also provides a limited system. warranty on SolarMount products(page 26). The 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 SolarMount UniRac Code-Compliant Installation Manual VNIRAV 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 pner(Psi =AKzrl pner3o 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,SolarMount 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 Kzt=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. pner3o(psf) =net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30,I= 1 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h< 60. See note for determining h in the next section. For installations 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 last 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 for pitched 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. 5.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 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local UniRac distributor,a local professional engineer or UniRac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary ry(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. vax 3 UNAMW UniRac Code-Compliant Installation Manual SolarMount a 901401 100(45) r!5 mph ,,. _06 m/s) 110(49) 120(54) 90M h (40 mA 90 mph (40 m/s) 130(58) 140(63) Miles per hour (meters per second) Figure 1.Basic Wind Speeds.Adapted and 180(58) applicable to ASCE 7-05.Values are nominal 140(63) 1 6S design 3-second gust wind speeds at 33 feet 140(08} 150(67) ) above ground for Exposure Category C. 150(67) 90(40) 1..0 8pads1 YVlnd R.&. 100(45) 130(58) 110(49)120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Setback Length,a(ft), according to the width and height of the building on which you are installing the pv system. Table 1.Determine Roof/Wall Zone,length (a) according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 IS 20 2S 30 40 50 60 70 80 90 100 12S ISO 17S 200 300 400 SOO 10 3 3 3 3` 3 4 4 4 4 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3. 3 3 4 5 6 7 8 8 8 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4' 5 6 7 8 9 10 12 12`' 12 12 12. 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4, 5 6 7 8 9 10 12.5 15 16 16 16:- 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3- 3` 3 -3 4 5 6 7- 8 9 10 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. Page 4 SolarMount UniRac Code-Compliant Installation Manual VN®RAW Step 3:Determine Roof Zone(continued) Using Roof Zone Setback Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs Flat Roof Hip Roof(7° < A <_ 27°) t Y a' h a- h Cie a a -a yam .a �a Gable Roof(8 5 7°) Gable Roof(7° < 95 45°) r h ,a" ' s a h a a - .a` !a- a a F-1Interior 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,pner3o Both downforce and uplift pressures must be considered (psi) in overall design. Refer to Section II,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. Pax 5 UN®RAC® UniRac Code-Compliant Installation Manual SolarMount Table 2.pi,er3o(psi Roof and Wall Basic Wind Speed(mph) Effective 90 100 I IO 120 130 -' 140 ISO 170 Wind Area Zone (sn 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 d 1 50 3.1 -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 00 1 100 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 0 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 0 2 20 5.6 -21.5 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 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 0 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 ao 1 100 5.9 12.1 7.3 -14.9 8.9 -18.1'. 10.5 -21.5 12.4 -251' 14.3 -29.3 16.5 -33.6` 21.1 -43.2 ^ 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 -6415 30.0 82.8 N 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 -45.7 185 52.5 23.8 -67.4 c 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 3 10 8.4 -343 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 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 1 100 122.1 -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 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 50 125 -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 ^ 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 N 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 oC 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 -310 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 25.9 -28.4 - 30.0 -33.0 34.4 -37.8 44.2 -48.6 4 500 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 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 -29.3 303 -33.6 38.8 -43.2 Source: ASCEfSEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Page 6 SolarMount UniRac Code-Compliant Installation Manual VNORiAC® Table 3.pne,30(psf Roof Overhang Effective Basic Wind Speed (mph) Wind Area Zone (SO 90 100 Ila 120 130 140 150 : 170 N 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 y 2 20 -20.6 -25.5 -30,8 -36.7 -43.0 -49.9 -57.3: -73.6 d 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 2 100 19.8- -24.4 -29.5 -35.1 =41.2 -47.8 -S4.9 -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 -411:5 -48.3 -56.6 -65.7 -75.4 -96.8 0 3 50 -17.3 -21.4 -25.9 -30.8 -36.1' -41.9 -48.1 -61.8 oC 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 20 -27.2 -33.5 -40.6 -48.3 =56.7 -65.7 -75.5 -96.9 y 2 50 `-27.2- -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 n 2 100 27.2 -33.5 -40.6 -48.3 56.7 -65.7 -75.5 -96.9 N 40 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 3 20 -41.2" -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 c 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 cc 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 ao 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 -221 -27.4 -331 -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 0 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 3 1 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7' -79.3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kzt 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,Kt,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 hurrican prone regions. This category Topographic Factor. includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Also see ASCE 7-05 pages 287-291 for further explanation and Determine the Exposure Category by using the following explanatory photographs,and confirm your selection with the definitions for Exposure Categories. local building authority. The ASCE/SEI7-05*defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 VN01"Ce UniRac Code-Compliant Installation Manual SolarMount Step 7:Determine adjustmentfactorfor height 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 Exposure Mean roof Table 4. height(R) B C D 5 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,1,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(PSD 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: A,ChapteEISEI 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) =AKztl pnet3o poet(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 =30,1=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 SolarMount 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 Step Reference 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 1 Roof Zone Location 3 Figure 2 Net Design Wind Pressure_ pnet30 psf 4 Table 2,3 Topographic Factor Kzt 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 SolarMount UniRac Code-Compliant Installation Manual VNMA90 Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind Speed,V= gions with Basic Wind Category Category Desicription Building Type Examples 85-100 mph,and Alaska Speed V>IOOmph Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capcity 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 preparednessm communication,and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,7able 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 VN®RAC® UniRac Code-Compliant Installation Manual SolarMount Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the UniRac SolarMount 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 Loadl,S(psf),Design Wind Load,pnet(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,pnet. See P(psf) =1.OD+I.OS1(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(Psi)= LOD+ I.Opnet(downforce case 2) 3.Please Note:The terms rail span and footing spacing p(psf) = I.OD+0.7551 +0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D-I.Opnet (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 psf,see your UniRac distributor,a local structural engineer or S=Snow Load(psf) contact UniRac. The following procedure will guide you in selecting a UniRac pner=Design Wind Load(psf) rail for a flush mount installation.It will also help determine The maximum Dead Load,D(psf),is 5 psf based on market the design loading imposed by the UniRac PV Mounting research and internal data. Assembly that the building structure must be capable of 1 Snow Load Reduction-The snow load can be reduced according supporting. to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Figure 3.Rail span and footing spacing are interchangeable. �,�. �•...,�\,,'`F`..: Jam.r''�r ./ �� .. i' B r\rib Rdq orby a`c�\at Span ` - etQe or-LF Q to to Page Note:Modules must be centered symmetrically on 10 the rails(+/-2*),as shown in Figure 3.If this is not the case,call UniRac for assistance. SolarMount UniRac Code-Compliant Installation Manual VNBRAC® Table 7. ASCE 7ASD Load Combinations Demur rce Gale 3 units Description Variable Dow*rce Coe! "i� � � � �" �`' Dead Load D 1.0 x 3Cp�G, 1.0 x a- psf Snow Load S 1,0 x + 9 0.75 x + psf Design Wind Load Pnet "h' � € 0.75 x + psf Total Design Load P Ps f Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing W(pl,) Using the distributed load,w,from Part II,Step 2,look up the Determine the Distributed Load,w(plf),by multiplying the allowable spans,L,for each UniRac rail type,SolarMount(SM) module width,B(ft),by the Total Design Load,P(psf)and and SolarMount Heavy Duty(HD). dividing by two.Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module There are two tables,L-Foot SolarMount Series Rail Span is supported by two rails. Table and Double L-Foot SolarMount Series Rail Span Table. w=PB/2 The L-Foot SolarMount Series Rail Span Table uses a single L-foot connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased w=Distributed Load(pounds per linear foot,plf) by using a double L-foot in the installation. Please refer to the 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 SolarMount Series Rail Span SM-SolarMount HD-SolarMount Heavy Duty Span w=Distributed Load(plo (11) 20 25 30 N 40 50 60 80 100 120 ry 140 160 180 200 220 240 260 280 300 2 OUR- N����if� 6n sm 2.5 Jnr �iH �nu Iima ,; 3 ° � nt d�l� I�1 , Ali 3sl sly , srt D 4 id10k"tea i � SM it I 4.5S¢[ ���� uil uuii 5 UI J- 5.5 SM tglli� 6 � SM 6.5 7 oniu� �tilia 7.5 r ". ,sw'� Mit < M�I�'0'UN ,,.. 8 � uilii SES! m i 8.5 9 9u��N i� a 95 10 $Fi 10.5 . 11 sm 11.5 sm. 12 12.5 13 13.5 14 14.5 IS 15.5 16 17 Page 11 VNORAC® UniRac Code-Compliant Installation Manual SolarMount Table 9.Double L-Foot SolarMount Series Rail Span SM-SolarMount HD-SolarMount Heavy Duty Span w=Distributed Load(pin (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 2 '�n ',i =.,-gal ,� Ai _ ' -_ � S( �i�i�= 'IDiiltII ii`k 2.5 ` �'(( ° til � � �i� - =� I41 WI�17�-�iiWl�il �Ni 3 I ai o IN ry 45 4.5 5 SMS �k 0014� a m X11 5.56.5 �I 7 7.5 ai14tla: .� 8 — � iS9� 8.5 SNI MM 7N'— 9.5M 105 a:�j II 11.5 12 12.5 13 13.5 14 14.5 Is 15.5 16 17 Step 4: Select Rail Type Step 5:Determine the Downforce Point Load,R(Ibs), Selecting a span and rail type affects the price of your at each connection based on rail span installation. Longer spans produce fewer wall or roof When designing the UniRac Flush Mount Installation,you penetrations.However,longer spans create higher point load must consider the downforce Point Load,R(lbs)on the roof forces on the building structure. A point load force is the structure. amount of force transferred to the building structure at each The Downforce,Point Load,R(lbs),is determined by connection. multiplying the Total Design Load,P(psf) (Step 1)by the Rail It is the installer's responsibility to verify that the building_ Span,L(ft) (Step 3)and the Module Length Perpendicular to structure is strong enough to sunnort the point load the Rails,B(ft)divided by two. forces. R(lbs) =PLB/2 R=Point Load(lbs) P=Total Design Load(psD 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 12 loads calculated according to Step 5. SolarMount UniRac Code-Compliant Installation Manual VNORACO 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 /2 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 /2 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/e" shat,* 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 and attachment method is strong Douglas Fir,South 0.46 235 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 23S Southern Pine 0.55 307 Threaddepth 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:Amencan Wood Council,NDS 2005,Table 11.2A,11.3.2A. Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. 13 VNARAC® UniRac Code-Compliant Installation Manual SolarMount Part III. Installing SolarMount The UniRac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using UniRac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount® rail components m _. 0 R y. Figure 4.SolarMount standard rail components. ORail —Supports PV modules. Use two per row of Includes 3/8"x 1/4"bolt with lock washer for attaching modules. 6105-T5 aluminum extrusion,anodized. L-foot. Flashings:Use one per standoff. UniRac offers appropriate flashings for both standoff types. © Rail splice—Joins and aligns rail sections into single Note:There is also a flange type standoff that does not length of rail. It can form either a rigid or thermal require an L-foot. expansion joint,8 inches long,predrilled. 6105-T5 Q Aluminum two-peice standoff(4"and 7") —Use one aluminum extrusion,anodized. per L-foot. Two-piece:6105-T5 aluminum extrusion. Includes 3/9'x 3/4'serrated flange bolt with EPDM © self-drilling screw—(No.10 x 3/4") —Use 4 per rigid washer for attaching L-foot,and two 5/16"lag bolts. splice or 2 per expansion joint. Galvanized steel. OLag screw for L-foot(5/16")—Attaches standoff to rafter. OL-foot—Use to secure rails either through roofing material to building structure or standoffs. Refer to Top Mounting Clamps loading tables for spacing.Note:Please contact UniRac for use and specification of double L-foot. Top Mounting Grounding Clips and Lugs © L-foot bolt(3/8" X 3/4") —Use one per L-foot to secure rail to L-foot. 304 stainless steel. Installer supplied materials: OFlange nut(3/8")—Use one per L-foot to secure rail to Lag screw for L-foot—Attaches L-foot or standoff to L-foot. 304 stainless steel. rafter.Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements,use stainless steel. Under flashings,zinc plated hardware is O Flattop standoff(optional) (3/8") —Use if L-foot adequate. bolt cannot be secured directly to rafter(with tile or shake roofs,for example). Sized to minimize roof to rail spacing. Use one per L-foot. One piece:Service Waterproof roofing sealant—Use a sealant appropriate Condition 4(very severe)zinc-plated-welded steel. to your roofing material.Consult with the company currently providing warranty of roofing. Page 14 SolarMount UniRac Code-Compliant Installation Manual VNARAV [3.2.] Installing SolarMount with top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. s wz Mid Clamp N, 1 End Clamp 1-foot SolarMount Rail p 'KKScClrMount Rail Figure 5.Exploded view of a flushmount installation mounted with L feet. Table 14.Clamp kit part quantities End Mid %,-module %,"x%e"" %."Mange A Stainless steel hardware can seize up,a process Modules clamps clamps clamp bolts safety bolts nutscalled galling. To significantly reduce its 2 4 2 6 2 8 Lix likelihood, (1)apply lubricant to bolts,preferably 3 4 4 8 2 10 an anti-seize lubricant,available at auto parts stores, (2)shade hardware prior to installation, 4 4 6 10 2 12 and(3)avoid spinning on nuts at high speed. 5 4 8 12 2 14 See Installation Supplement 910,Galling and Its 6 4 10 14 2 16 Prevention,at www.unirac.com. 7 4 12 16 2 18 8 4 14 18 2 20 Table I S.Wrenches and torque Wrench Recommended size torque(ft-lbs) %."hardware 7/16" 15 '/e"" hardware '/c" 30 Torques are not designated for use with wood connectors Pagi 15 VN®RMCO UniRac Code-Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount® installations The installation can be laid out with rails parallel to the rafters The width of the installation area equals the length of one or perpendicular to the rafters. Note that SolarMount rails module. make excellent straight edges for doing layouts. The length of the installation area is equal to: Center the installation area over the structural members as • the total width of the modules, much as possible. Leave enough room to safely move around the array during • plus 1 inch for each space between modules(for mid- clamp), installation.Some building codes require minimum clearances around such installations,and the user should be directed to • plus 3 inches(11/z inches for each pair of end clamps). also check`The Code'. Peak v LU Low-profile High-profile mode "' mode Gutter Figure 6.Rails may be placed parallel or perpendicular to rafters. Page 16 SolarMount UniRac Code-Compliant Installation Manual VNIRAC® [3.2.2] Laying out L-feet L-feet(Fig.7)are used for attachment through existing roof- ing material,such as asphalt shingles,sheathing or sheet metal to the building structure. Use Figure 8 or 9 below to locate and mark the position of the -211- L-feet lag screw holes within the installation area. If multiple rows are to be installed adjacent to one another,it is not likely that each row will be centered above the rafters. Figure 7 Adjust as needed,following the guidelines in Figure 9 as closely as possible. �► �.4-Overhang 25%L max 25%of module 4—Foot spacing/—.i width Rail S an"LIF I " _ # ii t j a \ ' � lT I II AI EI FI I; 50%of module I } width (TYP) 13/" f u 4 e ^n z Note:Modules must be Rafters centered symmetrically on the Lower roof edge (Building Structure) rails(+/-2*).If this is not the case,call UniRac for assistance. Figure 8.Layout with rails perpendicular to rafters. Installing L-feet 25%of module width 50%of module width Drill pilot holes through the roof into the 1'/1' - center of the rafter at each L-foot lag screw r -\ hole location. 1'/<"-► ( i i �� �� Squirt sealant into the hole,and on the shafts of the lag screws. Seal the underside of the L- feet with a suitable sealant.Consult with the l 1 company providing the roofing warranty. / �i i Fdot spacin Securely fasten the L-feet to the roof with {� -_ ail Span,L F the lag screws. Ensure that the L-feet face as �y, 'ii HI �- shown in Figure 8 and 9. For greater ventila- tion, entila tion,the preferred method is to place the single-slotted square side of the L-foot against Lower roof edge the roof with the double-slotted side perpen- �� iii Overhang 25%L max dicular to the roof. If the installer chooses to mount the L-foot with the long leg against the roof,the bolt slot closest to the bend must be used. Rafters(Building Structure) Note:Modules must be Centereds symmetrically on the rails(+/-2*).If this is not the case,call UniRac for assistance. Figure 9.Layout with rails parallel to rafters. Page 17 UNIMCO UniRac Code-Compliant Installation Manual SolarMount [3.2.3] Laying out standoffs Standoffs(Figure 10)are used for flashed installations,such as those with tile and shake shingles. Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. Remove the tile or shake underneath each standoff location, \ exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment,but remove no more mate- rial than required for the flashings to be installed properly. The standoffs must be firmly attached to the building Figure 10.Raised flange standoff(left) structure. and flat top standoff used in conjunction with an L foot. If multiple high-profile rows are to be Overhang 25%L max 25%module width Foot spacing/� installed adjacent to each other,it may not '' Rail an, 1 each end ) y _ _ be possible for each row to be centered above Ithe rafters. Adjust as needed,following the 13/4 guidelines of Fig. 12 as closely as possible. 50%module width (TYP) Installing standoffs Lower roof edge Drill 3/16 inch pilot holes through the �- Rafters—f underlayment into the center of the rafters at (Building Structure) each standoff location. Securely fasten each standoff to the rafters with the two 5/16"lag Note:Modules must be centered symmetrically on the rails screws. 2*).If this is not the case,call UniRac for assistance. Ensure that the standoffs face as shown in Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Figure 11 or 12. UniRac steel standoffs(15/8"O.D.)are designed for collared flashings available from UniRac. Aluminum two-piece standoffs 507 B typical (11/8"O.D.)take all-metal flashings,also Overhang 25%of-. j� Yp -'" ,' available from UniRac. module width (TYP) Install and seal flashings and standoffs 7/16"y.� -" using standard building practices or as the I company providing roofing warranty directs. ® ® Foolspacing/ -�-I 7/16" ' -- Span"L" I ? Overhang 25%L,max Lower roof edge ( - Rafters (Building Structure) Note:Modules must be centered symmetrically on the rails (+/-2*).If this is not the case,call UniRac for assistance. Page Fig g 12.Layout with rails parallel to rafters. SolarMount UniRac Code-Compliant Installation Manual VN®RAco [3.2.4] Installing SolarMount rails `` Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices.If your installation uses SolarMount splice bars,attach the rails together(Fig.13)before mounting the rails to the footings. Use splice bars only with flush installations or those that use low-profile tilt legs. If using more than one splice per rail,contact UniRac concerning thermal expansion issues. Figure 13.Splice bars slide into the footing bolt Mounting Rails on Footings.Rails may be attached to either slots of SolarMount rail sections. of two mounting holes in the L-feet(Fig.14). Mount in the lower hole for a low profile,more aesthetically pleasing installation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Clamping ---► Slide the%-inch mounting bolts into the footing bolt slots. bolt slot Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in � Mounting Figure 8,9,11,or 12,whichever is appropriate. slots Footing Aligning the Rail Ends.Align one pair of rail ends to the edge bolt slot of the installation area(Fig.15 or Fig.16). "s) The opposite pair of rail ends will overhang the side of the installation area.Do not trim them off until the installation is complete. Figure 14.Foot-to-rail splice attachment If the rails are perpendicular to the rafters(Fig.15),either end of the rails can be aligned,but the first module must be installed at the aligned end. If the rails are parallel to the rafters(Fig.16),the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete(28-32 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. I Edge of installation area Edge of installation area I Figure 15.Rails perpendicular to the rafters. Figure 16.Rails parallel to the rafters. Page 19 VN®RAC® UniRac Code-Compliant Installation Manual SolarMount [3.2.5] Installing the modules Pre-wiring Modules.If modules are the Plug and Play type, no pre-wiring is required,and you can proceed directly to —> "Installing the First Module"below. If modules have standard J-boxes,each module should be C 'l pre-wired with one end of the intermodule cable for ease of f installation. For safety reasons,module pre-wiring should not be performed on the roof. Leave covers off J-boxes. They will be installed when the modules are installed on the rails. J-boxes Installing the First Module.In high-profile installations,the safety bolt and flange nut must be fastened to the module bolt Figure 17 slot at the aligned(lower)end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. 1/2"minimum dame If there is a return cable to the inverter,connect it to the first module. Close the J-box cover. Secure the first module with f ule bolt T-bolts and end clamps at the aligned end of each rail. Allow e nut half an inch between the rail ends and the end clamps(Fig.18). Finger tighten flange nuts,center and align the module as needed,and securely tighten the flange nuts(15 ft lbs). End clamp ' Rai! Installing the Other Modules.Lay the second module face Figure 18 down(glass to glass)on the first module. Connect intermodule cable to the second module and close the J-box cover. Turn the second module face up(Fig.17). With T-bolts,mid-clamps and Module frames flange nuts,secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts(Fig.19). "module bolt and flange nut For a neat installation,fasten wire management devices to rails with self-drilling screws. , Repeat the procedure until all modules are installed. Attach the �Rail outside edge of the last module to the rail with end clamps. ` .. clamp Trim off any excess rail,being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig.18). Check that all flange nuts on T-bolts are torqued to 15 ft lbs. Figure 19 FM High-lipped module (cross section) Spacer Low-lipped module (cross section) SolorMount roil SolarMount rail I Figure 20.Mid clamps and end clamps for lipped frame modules are identical. A spacer for the end clamps is necessary only if the lips are located high on the module frame. Page 20 SolarMount UniRac Code-Compliant Installation Manual VNMRAV [3.3] Installing SolarMount with bottom mounting clips This section covers SolarMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. a ±'V modules face rdow- ` s .r' r JOla1i'.�Jisnt f��l': 4: -tioi,.ng colt stet r. Bottom mounting clip Figure 21.SMR and CB components Table 16. Wrenches and torque Wrench Recommended Stainless steel hardware can seize up,a process size torque((t-lbs) called galling. To significantly reduce its /,- hardware %b" 15 likelihood, (1)apply lubricant to bolts,preferably an anti-seize lubricant available at auto parts '/a"hardware %b" 30 stores,(2)shade hardware prior to installation, Note:Torque specifications do not apply to lag boh and(3)avoid spinning on nuts at high speed. connections. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.corn. Page 21 UN®RAe® UniRac Code-Compliant Installation Manual SolarMount [3.3.1] Planning the installation area Distance between � — lag bolt centers Decide on an arrangement for clips,rails,and L-feet(Fig.22). 2" 2" Use Arrangement A if the full width of the rails contacts the i Distance between - f module. Otherwise use Arrangement B. module mounting holes —... ..._....... - —...--...-- .. .. Caution:If you choose Arrangement B,either PV module • (1)use the upper mounting holes of the L feet or �f (2)be certain that the L feet and clip positions don't conflict. Module bolt Clip If rails must be parallel to the rafters,it is unlikely that they Rai?—Y can be spaced to match rafters. In that case,add structuralEIL_ t-toot _ supports—either sleepers over the roof or mounting blocks tag bolt beneath it. These additional members must meet code;if in IF— doubt,consult a professional engineer. Distance between lag bolt centers Never secure the footings to the roof decking alone. Such an 1/4 arrangement will not meet code and leaves the installation Distance between and the roof itself vulnerable to severe damage from wind. module mounting holes Leave enough room to safely move around the array during _ installation. The width of a rail-module assembly equals the I 17 length of one module. Note that L-feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. T 7V Figure 22.Clip Arrangements A and B Page 22 SolarMount UniRac Code-Compliant Installation Manual VNMRACO [3.3.2] Laying out the installing L-feet L-feet are used for installation through existing low profile roofing material,such as asphalt shingles or sheet metal. They _ I __ I L are also used for most ground mount installations. To ensure that the L-feet will i i Install Second I I be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. I I II II SolarMoulVt Rails II II I • Situate the rails so that footing bolt slots face outward. The single slotted square side of the L-foot _ ..._. must always lie against the roof with the Install First double-slotted side perpendicular to the roof. Foot spacing(along the same rail)and rail Lower I I tri overhang depend on design wind loads. roof r,f Install half the L-feet: edge Rafters • If rails are perpendicular to rafters (Fig.23),install the feet closest to Figure 23.Layout with rails perpendicular to rafters. the lower edge of the roof. • If rails are parallel to rafters(Fig 24),install the feet for one of the rails,but not both. For the L-feet being installed now,drill pilot holes through the roofing into the center of the rafter at each lag screw hole location. afters Install L-Feet First Squirt sealant into the hole and onto the shafts of the lag screws. Seal the underside of the L-feet with a sealant. Securely fasten the L-feet to the building structure with the lag screws. Ensure that the L-feet face as shown in Figure 23 or Figure 24. Hold the rest of the L-feet and fasteners aside until the panels are ready for the installation. m 44 04- Blocks Install L-Feet Second Figure 24.Layout with rails parallel to rafters. Page 23 VN®RACO UniRac Code-Compliant Installation Manual SolarMount [3.3.3] Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig.21,page22). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes,following the arrangement you selected earlier. Assemble the clips,mounting bolts,and flange nuts. Torque the flange nuts to 15-foot-pounds. Wire the modules as needed. For safety reasons,module wiring should not be performed on a roof. For a neat installation,fasten cable clamps to rails with self-tapping screws. [3.3.4] Installing the module-rail assembly Bring the module-rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the Clip slots. slots Consider the weight of a fully assembled panel. UniRac rec- tvloun ti ng ommends safety lines whenever lifting one to a roof. slots Align the panel with the previously installed L-feet. Slide 3/8 inch L-foot mounting bolts onto the rail and align them with FootingFlange �.`ut the L-feet mounting holes. Attach the panel to the L-feet and bolt slot finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings(Fig.25). • Mount in the lower hole for a low,more aethetically Figure 25.Leg-to-rail attachment pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tion area. Slide the remaining L-feet bolts onto the other rail, attach L-feet,and finger tighten with flange nuts. Align L-feet with mounting holes previously drilled into the roof. Install lag bolts into remaining L-feet as described in"Laying out and installing L-feet"above. Torque all footing flange nuts to 30 pounds. Verify that all lag bolts are securely fastened. Page 24 SolarMount UniRac Code-Compliant Installation Manual VN®RAC" [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. UGC-1 Top i mounting „ clamps 7.�a1 Module T-bolt Nib .*r•rr« Figure 26.Slide UGC-g grounding sc�j"rs UGC-1 ss^"'-i-��w clip into top mounting slot of rail. Torque modules in place on top of Conforms to clip.Nibs will penetrate rail anod- UL Standard 467 isation and create grounding path nff��� through rail(see Pig.3,reverse side). SolarMount®rail(any type) UGL UGL I Figure 27.Slide Y4-inch hothead bottinto top mouning slot of any SalarMountO rail(standard,ND, Serrations or tight).Secure nut with 7/26-inch crescent wrench with sufficient torque for lug serrations to penetrate anodiwdsurfu'ceofrail SolarMountO rail(any type) Figure 28.Place grouding clips, lugs,and copper wire(6-10 AWG). Place a loop in the wire around splices to prevent tension.Be sure wiring between rails is not taut. 1 —_ ........................ .......................... .... ........ .m� _.. KEY PV module D SolarMount rail(any type) Rail splice 1 I X Grounding lug t• Grounding clip Copper wire Single grounding Alternate wiring wire for entire array _ `for in-line splices 1 Pagi 25 r VNMRACO UniRac Code-Compliant Installation Manual SolarMount 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac,Inc.,warrants to the original purchaser specified byAAMA 609&610-02—"Cleaning If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures and Maintenance for Architecturally Finished Product shall be reasonably proven to be ("Product")at the original installation site that Aluminum"(www.aamanet.org)are not followed defective,then UniRac shall repair or replace the the Product shall be free from defects in material by Purchaser.This Warranty does not cover defective Product,or any part thereof,in UniRac's and workmanship for a period often(10)years, damage to the Product that occurs during its sole discretion.Such repair or replacement shall except for the anodized finish,which finish shipment,storage,or installation. completely satisfy and discharge all of UniRac's shall be free from visible peeling,or cracking or d W s liability with respect to this limited Warranty. This Warranty shall be VOID if installation of the ty• chalking under normal atmospheric conditions Product is not performed in accordance with Under no circumstances shall UniRac be liable for a period of five(5)years,from the earlier UniRac's written installation instructions,or if the for special,indirect or consequential damages of 1)the date the installation of the Product is Product has been modified,repaired,or reworked arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of in a manner not previously authorized by UniRac the Product. the Product by the original Purchaser("Finish IN WRITING,or if the Product is installed in Manufacturers of related items,such as PV Warranty"). an environment for which it was not designed. modules and flashings,may provide written The Finish Warranty does not apply to any foreign UniRac shall not be liable for consequential, warranties of their own.UniRac's limited residue deposited on the finish.All installations contingent or incidental damages arising out of Warranty covers only its Product,and not any in corrosive atmospheric conditions are excluded. the use of the Product by Purchaser under any related items. The Finish Warranty is VOID if the practices circumstances. o THE STANDARD IN PV MOUNTING STRUCTUREST" Page 26 1411 Broadway NE, Albuquerque NM 87102-1545 USA r 505.242.6411 • Fax 505.242.6412