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T. p. .� Town of Southold Annex 6/5/2014 P.O.Box 1179 54375 Main Road ,4 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36955 Date: 6/5/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 8860 Great Peconic Bay Blvd, Laurel, SCTM#: 473889 See/Block/Lot: 126.-5-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/17/2013 pursuant to which Building Permit No. 38598 dated 12/26/2013 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 AS APPLIED FOR The certificate is issued to D'Addario, James&D'Addario,Janet (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38643 03-20-2014 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ti 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#: 38598 Date: 12/26/2013 Permission is hereby granted to: D'Addario, James & D'Addario, Janet 45 Clock Tower Ln Old Westbury, NY 11568 To: Installatin of Roof Mounted Solar Panels as applied for. At premises located at: 8860 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-5-4 Pursuant to application dated 12/17/2013 and approved by the Building Inspector. To expire on 6/27/2015. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Buildino Inspec o Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. 0143 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 8860 Great Peconic Bay Blvd Laurel House No. Street Hamlet Owner or Owners of Property: .lames D'Addario Suffolk County Tax Map No 1000, Section 126 Block 5 Lot 4 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ pplicant Signature �o��pF SO!/T�,OI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �� roger.riche rt(a)-town.southoId.ny.us Southold,NY 11971-0959 Q �yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James D'Addario Address: 8860 Great Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit#: 38598 Section: 126 Block: 5 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43858-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8829 Watt ROOF MOUNTED PHOTOVOLTAIC SYSTEM to include, 27-Sun Power SPR327 panels,2-Sun Power SPR4200 inverters,A/C disconnects Notes: Inspector Signature: Date: May 28 2014 81-Cert Electrical Compliance Form.xls Pacifico Engineering PC _-: Engineering Consulting .......... 700 Lakeland Ave, Suite 26 `C Ph: 631-988-0000 Bohemia, NY 11716 cc GC ax: 631-382-8236 www.pacificoengineering.com - _ oenglneering.com solar aciflc I , May 29, 2014 ` JUN Town of Southold Building Department ----- ------� 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Jim D'Addario Section: 126 8860 Great Peconic Bay Boulevard Block: 5 Laurel, NY 11948 Lot: 4 1 have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer of NE{�r y �N PAC/,c�C�.Q Z FO A 06067- Ralph gineer NY O6 44306 pF SO�lyo h l0 D TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR FIELD lNSPE ONHPORT DATE COWDdENTS o FOUNDATION(1ST) —D OG� FOUNDATION(2ND) z d •0� ROUGH FRAMING& - y PLUMBING (�1 G i © ✓ tom �' INSUL•ATION PER N.Y. ' STATE ENERGY CODE FINAL ADDITIONAL COMMENTS z c4 q7 . � z tv d �� z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 )41 nn-Water Assessment Form Approved 120 z' i1 to: GreenLogic LLC DEC 17 2013 Disapproved a/c 5 Coun Road 39A Southam ton, NY �k8 631-771-5152 Expiration Z 20�/� ing Inspector APPLICATION FOR UILDING IT Date—1 , 20A INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Contractor Name of owner of premises James D'Addario (As on the tax roll or latest deed) If applicant is corporation, signature of duly authorized officer (Na and 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: 8860 Great Peconic Bay Boulev rd Laurel House Number Street Adilet County Tax Map No. 1000 Section 126 Block 5 Lot 4 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric systrm (Description) 4. Estimated Cost 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 r 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 8860 great Peconic Bay Blvd 14. Names of Owner of premises James D'Addario Address Laurel, NY Phone No. Name of Architect Pacifico Engineering, PC Address700 Lakeland Ave Phone No NY Name of Contractor Grepni ngir <« Address 475 C'rnmty Rnad �9A 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 * 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 Nesim Albukrek being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �Pg.P ` ip,� day of 20 y �o�,cr- Exp.2�0��0. T NOrq,gk 1. Notary Public ;_ ' AOS U G co Signature of Applicant Igo-2����`' Q TATE i ' I \\OF Sjyo ,moo Town Hall Annex Telephone(631)765-1802 SP.o.Main x 11179 • roger.richert sown sout9563 ny.us Southold,MY 11971.0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Tamara Romero Date: Company Name: GreenLo is LLC Name: Robert Skvpala i License No.: 43858-ME Address: 425 County Road 39A, Southampton, NY 11968 � 'Phone No.: . 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: James D'Addario *Address: 8860 Great Peconic Bay Blvd, Laurel, NY 11948 *Cross Street: Bray Ave *Phone No.: 631-335-8197 I Permit No.: Tax-Map District: 1000 Section: 126 Block: 5 Lot: 4 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' I Roof mounted solar electric system 27 SunPower SPR327NE-WHT Modules 8,829 Watts 2 SunPower SPR4200p Inverters (Please Circle All That Apply) Is job ready for inspection: YES/�O Rough InFinal *Do you need a Temp Certificate: NO Temp Information (it needed) �--� *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82Aequest for Inspection Form Cjy L' 7-7 o Town of Southold � Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM X PROPERTY LOCATION: S.C.T.fd.ff: THE FOLLOVfiNO ACTIONS MAY REQUIRE THE SUBMISSION OF A 1000 126 - 4 STO ATER GRADING DRAINAGE AND EROSION ONTROI.P N District section Block Lot CERTIFIED BY A DESIGN PROFESSIO A.am THE STATE OF NEW YORK. —— _ Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? X (This Item will include all run-off created by site clearing and/or construction activities as well as all Site El — Improvements and the permanent creation of Impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? X F-1 This Item shall Include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! $ Will this Project Require any Land Filling,Grading or Excavation where(here is a Mange to the Natural a X Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? --- 4 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of ❑ X Five Thousand(5,000)Square Feet of Ground Surface? fj Is there a Natural Water Course Running through the Site? � X Is this Project within the Trustees jurisdiction or within One Hundred(100')feet.of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ X One Hundred(100')of Horizontal Distance? _ 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X into and/or in the direction of a Town right-of-way? _ $ Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of a X any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT Include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ X NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Pennitl _—— `— — EXEMPTION! Yes No Does this project meet the minimum standards for classification as.an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl X — ---------------------------------------------------- STATE OF NEW YORK, COUNTYOF...........................................SS That T.................Nesim Albukrek. . Ding duly sworn,deposes and says that he/she is the applicant for Permit, .................... (Name of Individual signing Document) And that he/she is the ........................................... Contractor (Owner.Contractor.Agent,Corporate Orrioar,etc) Owner and/or representative of the Owner of Owner's,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 perfonned in the manner set forth in the application filed herewith. Sworn to before rot;this; .............�.. ........................day of..Zk-CCA.. 1 j 01 Notary Public O NA--tc9 AG a Y (Signature of Applicant) FORM - 06107 Q o,p -- - .... M GREENLOGIC° ENERGY December 13, 2013 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 James D'Addario who has engaged us to install a roof-mounted solar photovoltaic (PV) electric system at his home at 8860 Great Peconic Bay Blvd, Laurel, NY 11948. 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 (SunPower SPR327) • 2 Spec. sheets of the inverter (SunPower SPR4200p) • 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 D EC 17 2013 GreenLogic LLC 631-771-5152 ext. 120 GREENLOGIC. LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 GREENLOGIC° ENERGY f u I i f i i I L11 JUN - 4 June 2, 2014 �! �f11Q ' The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 38598 James D'Addario 8860 Peconic Bay Blvd Laurel, NY 11948 To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for James D'Addario'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 SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 June 3, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD GreenLogic LLC 425 County Road 39A Southampton, NY 11968 Re: D'Addario,8860 Great Peconic Bay Blvd TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: "Note: Need certification from an Architect or Engineer stating the panels were fastened to 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. (Punning#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 — 38791 — Solar Panels CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 02/06/2013 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 CONTAcr Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE 631 941-4113 FAXC. 631 941-4405 P.O.Box 850E-MAIL ADDRE . brookhaven.agency@verizon.net 150 Main Street PRODUCER CUSTOM tR In If. East Setauket NY 11733 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B:Merchants Preferred Insurance Co. 425 County Road 39A,Suite 101 INSURER C:First Rehab Life Insurance Co Southampton,NY 11968 INSURER .National Union Fire Insurance Co. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP POLICY NUMBER DD1YYYY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED A X COMMERCIAL GENERAL LIABILITY X EGGCC000076913 01/31/13 01/31/14 50,000 X CLAIMS-MADE a OCCUR MED EXP(Any oneperson) $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X CONTRACTUAL LIAB GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICYFX PRO. LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $1,000,000 B X ANY AUTO CAP1043565 06/12/12 06/12/13 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNEDAUTOS $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $1,000,000 D EXCESS LIAB CLAIMS-MADE X BE080717268 1131/13 1/31/14 AGGREGATE $1,000,000 DEDUCTIBLE $ X RETENTION 10,000 $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y I N IT ANY PROPRIETOR/PARTNERIEXECUTIVE[::] E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUC N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTI N OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C NYS Disability D251202 4/11/12 14111114 1 Statutory Limits DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A SUITE 101 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12226 371-9 719809 08/11/2013 TO 08/11/2014 8/16/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2226 371-9 UNTIL 08/11/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 08/11/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. NESIM ALBUKREK MARC CLEJAN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:255746045 U-26.3 I Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 i DATE ISSUED: 12/10/2007 No. 43858-ME ; SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT J SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York. Additional Businesses i NOT VALID WITHOUT DEPARTMENTAL SEAL AND W CURRENT CONSUMER AFFAIRS ED CARD tea. Dire dor f i 4 .R� x 5� �I�r � �•��`+. :.fl_t nE�`i i�.r ..-� :F� �, ti -�; , ti'--i� J ,� tr �� •4�tY f .��+ r 4�� ✓- ,} Suffolk County Executives 0 ce o ConsumerAffairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEWYORK 11788 '•; DATE ISSUED: 5/25/2006 No. 40227-H k � \ SUFFOLK COUNTY ' t" 4 r \ �* / Improvement Contractor a� j # &: ' r ate. "* This is to certifv that . t ., doing business `, \ f GREEN ' having ftamished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT 5� -£ CONTRACTOR,in the County of Suffolk. Additional Businesses VALIDNOT WITHOUTKms!, D)EPARTMENTAL SEAL c yam' AND A CURRENT c. \ - ,NSUNJER AFFAIRS , 1 CARD Director y 4w : ";"y a'' :i `,Yti .x ♦;4...- '�,..� '�:J-�. '`�..r; + S.. 5.. ..�'-"'•2 ti-.r.. ..� y . BUILDING WALL FF EL Ib.b SITE DATA d GRADE LINE ELEVATION 15.0 FT. �d� \ GRADE LINE ELEVATION 15.0 FT. scTM ax 1000-126-54 PROPERTY: 8860 Peconic Bay Blvd. . \\e j./ \ [' MIN. Z MAX. I' MIN. 2' MAX. ADDRESS Laurel,NY O\� ooa i /. \ I/4°/FT. OWNER: James and Janet D'Addario j \ I/8"/FT. TOP OF POOL 11.5q FT. 45 Clock Tower Lane,Old Westbury,NY SEPTIC, LEACHING SITE: 25,160 sf-0.578 ACRES TANK POOL BOT OF POOL 5.5q FT. ZONING: Residential 40(R-40) Z +i4.0' IE. +11.54' SURVEYOR: John C.Ehlers J IE.+13.7 IE. +I 126' 4 East Main St. W C� � \\ �� \ __ ___ __ ___ _ GROUND WATER ELEV O.q FT _ Riverhead,NY 11901 OC +I"1.5 �• �E'y� \� I 1'—O" 02 8'—On V MIN DATED MarchLICENSE# 8,2012 q \ J IS '�,\ '\,\� SEPTIC PROFILE a G COTTAGE (N.T.S.) \ > IS W Q �$ LOCATION MAP ° > � GARAGELauml Links \ m Country club \/ \� O. NEW GARAGE, MAX. \ \ HEIGHT IV m COTTAGE P, RKING EET R4DIU5P \�\ / \ NO MLLS FOUND TEST 140LOL \1^t THIN RADIUS EL +15A \ HOUSE \ ` P I, ' , \, •'�\ PUBLIC WATER \'\ TEST HOLE od=' \ COTTAGE p _ \ \ TEST HOLE DATA 1117112 ELEV.+15.0 \ ^ . NEW TWO ST Y '�. ���`� �'• � � \ \ W�•`�� \ RESIDENCE / \ \ \ ,.• \ ) \ FT BROWN SILTY SAND SM W' , \ EXISTING HOUSE \` DEMOLISHED \\ `\ . / /'/ 14.1 FT. PALEOW FINE SAND SP / WATER IN PALE 17 FT. BROWN FINE SAND SP \ \, 10.0+1 { /' 14.1 FT BELOW SURFACE-WATER ENCOUNTERED,ELEV+0.9' \ \ HOUSE \%\ �Op 0t e a \ PUBLIC WATER \ \ •�• g°t om gg1h PROJECT NO:1208 \ \+10.0 .' DRAWN aY: TS \ ; /0e CHECKED BY, 061 DATE: 10/Z6112 SCALE:1"=20'-0" \ \ 6 L-__,f �' �t yl '' •� t SHEET TITLE: G . G eG SITE PLAN � e HOUSE / " WATER—??? \ e�� \ SHEET Ha ' SITE PLAN ✓-/ 0'-0" REGULATORY APPROVALS Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B r Ph: 631-988-0000 Bohemia, NY 11716 G 1 G c Fax: 631-382-8236 www.pacificoengineering.com - ---- -- solar@pacificoengineering.com December 9, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Jim D'Addario Section: 126 8860 Great Peconic Bay Boulevard Block: 5 Laurel, NY 11948 Lot: 4 DATE: FEE: \IT AT 765-1802 8 AV J � ;;: ���tiP� TNc y►�ic have reviewed the roofing structure at the subject address. The structureO t of the e i tIAt1 roof mounted system. The units are to be installed in accordance with thE�' f i�ccrDs}ns ►gr instructions. have determined that the installation will meet the requirements of the 2010 ,Sull �, e� 05 when installed in accordance with the manufacturer's instructions. 3. INSUL ,t10 l Roof Section A 4. FINAL - CGP ,iJS7 Mean roof height 29 ft BE COMPO fI Pitch 81/2 in/12 ALL CONSTPua-,J�J;v N`'_a_ P,IE.ET THE Roof rafter 2x12 REQUIRrM1E{J 'S' 0=-f'-)i= .-��.�L ES GF NE-W Rafter spacing 16 inch on center YORK STH E. F(?T r )`;3iC?LE FOR Reflected roof rafter span 12.0 ft DESIGN OR or, ,31 Rl ' iJ ERRORS. Table R802.5.1(1) max 23.8 ft The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, GEOGRAPHIC DESIGN Category Snow w L Speed,3 pnet30 per Point g ry sec gust, ASCE 7, pullout Fastener type CRITERIA Pg mph psf load,Ib Roof Section A (2)#14-13 x4.5"DP1 Concealer Screws Weight Distribution SOF NE�V array dead load 3.5 psf ,v,P� N PAS/,�y4 load per attachment 440.0 Ib i Ralph Pacifico, PE Z 2 Professional Engineer C? 0881 Ralph R !8 �gineer NY 06618 4744306 C POW, GREENLOGIC" ENERGY GreenLogic,LLC Approved Jim D'Addario 8860 Great Peconic Bay Blvd Laurel NY, 11948 I Total System Size:8.829kW Array Size:8.829kW 1 string of 6 and 1 String of 7 on SPR-4200p 2 strings of 7 on SPR-4200p Azimuth:228° Pitch:35° w` Monitoring System: `v SunPower Panel/Array Specifications: \i Panel:SunPower 327w X Racking:UniRac Sunframe Panel:61.39"X 41.18" XXXX/ Array:372"X 187.6875" Surface:615"X 208" Magic#:62.14" XXXX/ / Y/ \ Legend: ® SunPower 327W Panel — UniRac SunFrame Rail u • 36 Eco-Fasten Quick Foot 2x12"Douglas Fir Rafter 16„ O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, Sunpower,PowerOne Added Roof load of PV System:3.5psf Enginee ct Seal: �oF NE'w Y� PAS/,�� •9� 2�'�O,Qt X661 a2 ���0 9�FESSI�NP Draw�DRV Drawing#1 of 5 DateREV:A Drawing Scale: 1/8"=1.0' GREENLOyGICO EN GreenLogic,LLC Approved Jim D'Addario 8860 Great Peconic Bay Blvd Laurel NY, 11948 Total System Size:8.829kW Array Size:8.829kW 1 string of 6 and 1 String of 7 on SPR-4200p 2 strings of 7 on SPR-4200p Azimuth:228° Pitch:35° Monitoring System: `v SunPower r Panel/Array Specifications: Panel:SunPower 327w Racking:UniRac Sunframe Panel:61.39"X 41.18" i Array:372"X 187.6875" .6875" Surface:615"X 208" u Magic#:62.14" Legend: SunPower 327W Panel UniRac SunFrame Rail 0 36 Eco-Fasten Quick Foot B 2x12"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, Sunpower,PowerOne Added Roof load of PV System:3.5psf Engineer/Architect Seal: of: NErV y PA CO * O W W ZcD C? O 0661 v R�FESSI�NP Drawn By:DRV Drawing#2 of 5 Date:10/1/13 REV:A Drawing Scale: 1/8"=1.0' GREENLOGIC9 ENERGY GreenLogic,LLC Approved Jim D'Addario 8860 Great Peconic Bay Blvd Laurel NY, 11948 Total System Size:8.829kW Array Size:8.829kW 1 string of 6 and 1 String of 7 on SPR-4200p 2 strings of 7 on SPR-4200p Azimuth:228° Pitch:35° Monitoring System: `v SunPower Panel/Array Specifications: Panel:SunPower 327w Racking:UniRac Sunframe 4 3 _ Panel:61.39"X 41.18" Array:372"X 187.6875" Surface:615"X 208" Magic#:62.14" 2 3 Legend: ® SunPower 327W Panel UniRac SunFrame Rail / \ i • 36 Eco-Fasten Quick Foot 2 1 8 B 2x12"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, Sunpower,PowerOne Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NIE Y * cc W W z 0661 A90FESS% Drawn By:DRV Drawing#3 of 5 Date: 10/1/13 REV:A Drawing Scale: 1/8"= 1.0' _&GREENLOGIC" ENERGY 18" service walkway GreenLogic,LLC Approved y Jim D'Addario 8860 Great Peconic Bay Blvd Laurel NY,11948 Total System Size:8.829kW Array Size:8.829kW 1 string of 6 and 1 String of 7 on SPR-4200p 2 strings of 7 on SPR-4200p Azimuth:228° Pitch:35` Monitoring System: SunPower Panel/Array Specifications: Panel:SunPower 327w — — — — — — — — — — — — — — — — — — Racking:UniRac Sunframe Panel:61.39"X 41.18" Array:372"X 187.6875" Surface:615"X 208" Magic#:62.14" � Legend: SunPower 327W Panel �– UniRac SunFrame Rail \ / • 36 Eco-Fasten Quick Foot x B a 2x8"Douglas Fir Rafter 16"O.C.'Xxx LXX Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, Sunpower,PowerOne Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEVA Y 27 Sunpower 327w ,tQ��N PA.-�F,CO�� 2 Power One inverters panels located in basement * ,� adjacent to main panel 2 m2��a 086�a2 A9�FESSI Drawn By:DRV Drawing#4 of 5 Date: 10/1/13 REV:A Drawing Scale:3/32"=1.0' GREENLOGIC" ENERGY GreenLogic,LLC Approved Jim D'Addario 8860 Great Peconic Bay Blvd Laurel NY, 11948 Total System Size:8.829kW � Array Size:8.829kW 1 string of 6 and 1 String of 7 on SPR-4200p 2 strings of 7 on SPR-4200p Azimuth:228° Pitch:35° KU13W LM Ck. WOW Lk Monitoring System: Ful � SunPower Panel/Array Specifications: Eo Ta5hEnWdddbIBEeFI.V 35 Panel:SunPower 327w Racking:UniRac Sunframe EMfaShEnQ1d4bIaLf7iruT0t[C 35 Panel:61.39"X 41.18" Emfa tEnO1ddbIAashr-g 35 Array:372"X 187.6875" Surface:615"X 208" A41345M CamderSauw 72 Magic#:62.14" Legend: [� SunPower 327W Panel ® UniRac SunFrame Rail • 36 Eco-Fasten Quick Foot Ba 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, Sunpower,PowerOne Added Roof load of PV System:3.5psf Engineer/Architect Seal: SOF NEW Y PACiaco9 W w s� 08818 oAR0FESSI�NP� Drawn By:DRV Drawing#5 of 5 • Date: 10/1/13 REV:A ` Drawing Scale:3/32"=1.0' • AR PANELS UNMATCHED PERFORMANCE, RELIABILITY & AESTHETICS X � SERIES • 20.3%efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. X20-250 PANEL • Maximum performance Designed to deliver the most energy in HIGHEST EFFICIENCY° demanding real world conditions, in partial shade and hot rooftop temperatures.'-2,3 Generate more energy per square foot • Premium aesthetics X-Series residential panels convert more sunlight to electricity producing 44% SunPower®Signature'" Black X-Series panels more power per panel,'and 75% more energy per square foot over 25 blend harmoniously into your roof. The most yea rs.3A elegant choice for your home. HIGHEST ENERGY PRODUCTION 7 Produce more energy per rated watt High year one performance delivers 8-10% more energy per rated watt.3 This advantage increases over time, producing 21% more energy over the first 25 years to meet your needs.' 0 120 3 More Energy 110% Per Rated Watt %L Maxeone Solar Cells:Fundamentally better. 0 100% Engineered for performance,designed for durability. • 0 90% 36%more, year 25 80% Engineered for peace of mind Designed to deliver consistent, trouble-free w 70% Conventional energy over a very long lifetime.45 } 60% 50% Designed for durability 0 5 10 Years 15 20 25 �S�aERGYpER� The Sun Power Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually a 10% imimpervious to the corrosion and cracking that 3 Maintains High PROTON p g Power of High Temps a� 8% �-"'� �O zFie�o�S degrade Conventional Panels.4,5 a No Light-Induced Some excellent durability as E-Series panels. a 6°i° Degradation 5°°Po OaeSere,. x.seNa,dei—— #1 Ranked in Fraunhofer durability test.10 Q High Average Watts m°rae°eeY> 100%power maintained in Atlas 25+ a% Better Low-Light and comprehensive PVDI Durability test. w '1 U 2% Spectral Response High-Performance o Anti-Reflective Glass 0% 1 11 sunpowercorp.com SUNPOWER i • R • AR PANFIS SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY loo% 95% 90% ----77777777777777 Traditional 85% 80% Warranty .1 ° • Ai. 75% 0 5 10 15 20 25 0 5 10 15 20 25 Years Years More guaranteed power:95%for first 5 years,-0.4%/yr.to year 25.s Combined Power and Product Defect 25 year coverage that includes panel replacement costs.g ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA X20-250-BLK Temperature —40°F to+185°F(—40°C to+85°C) Nominal Power12(Pnom) 250 W Max load Wind:50 psf, 2400 Pa,245 kg/m2 front&back Power Tolerance +5/-0% Snow: 112 psf, 5400 Pa, 550kg/m2 front Avg. Panel Efficiency13 20.3% Impact 1 inch (25 mm)diameter hail at 52 mph (23 m/s) resistance Rated Voltage (Vmpp) 42.8 V Appearance Class A+ Rated Current(Impp) 5.84 A Solar Cells 72 Monocrystalline Maxeon Gen III Cells Open-Circuit Voltage(Voc) 50.9 V Tempered Glass High Transmission Tempered Anti-Reflective Short-Circuit Current(Isc) 6.20 A function Box IP-65 Rated Maximum System Voltage 600 V UL; 1000 V IEC Connectors MC4 Compatible Maximum Series Fuse 20A Frame Class 1 black anodized, highest AAMA Rating Power Temp Coef. (Pmpp) —0.30%/oC Weight 33 lbs(15 kg) Voltage Temp Coef. (Voc) —125.6 mV/°C Current Temp Coef. (Isc) 3.5 mA/°C TESTS AND CERTIFICATIONS REFERENCES: Standard tests UL 1703, IEC 61215, IEC 61730 1 All comparisons are SPR-X21-345 vs.a representative conventional panel:240W, Quality tests ISO 9001:2008, ISO 14001:2004 approx.1.6 m2,15%efficiency. EHS Compliance ROHS,OHSAS 18001:2007, lead-free 2 PVEvolution Labs"SunPower Shading Study,"Feb 2013. Ammonia test IEC 62716 3 Typically 8-10%more energy per watt,BEW/DNV Engineering"SunPower Yield Report;' Jan 2013,with CFV Solar Test Lab Report#12063,Jan 2013 temp.coef.calculation. Salt Spray test IEC 61701 (passed maximum severity) 4 SunPower 0.250/o/yr degradation vs.l.0%/yr conv.panel.Campeau,Z.et al."SunPower PID test Potential-Induced Degradation free: 1000V 10 Module Degradation Rate,"SunPower white paper,Feb 2013;Jordan,Dirk"SunPower Available listings CEC, UL,TUV,MCS Test Report,"NREL,Oct 2012. 5"SunPower Module 40-Year Useful Life"SunPower white paper,Feb 2013.Useful life is 99 out of 100 panels operating at more than 70%of rated power. 6 Higher than E Series which is highest of all 2600 panels listed in Photon Infl,Feb 2012. 7 1%more energy than E-Series panels,8%more energy than the average of the top 10 46mm panel companies tested in 2012(151 panels,102 companies),Photon Intl,Mar 2013. [1.8in] 8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013. 9 Some exclusions apply.See warranty for details. 10 X-Series some as E-Series,5 of top 8 panel manufacturers were tested by Fraunhofer 798mm ISE,"PV Module Durability Initiative Public Report,"Feb 2013. [31.4in] 11 Compared with the non-stress-tested control panel.X-Series some as E-Series,tested in Atlas 25+Durability test report,Feb 2013. F. - 12 Standard Test Conditions(1000 W/mz irradiance,AM 1.5,25°C). 13 Based on average of measured power values during production. 1559mm � [61.4in] See htta://www.sunpowercorp.corn/facts for more reference information. For further details,see extended datasheet:www.sunoowercorp.com/datasheets Read safety and installation instructions before using this product. ®April 2013 SunPower Corporation.All rights reserved.SUNPOWER,the SUNPOWER logo,MAXEON,MORE ENERGY.FOR LIFE.,and SIGNATURE are trademarks or registered trademarks of SunPower SU npOWerCOrp.COm Corporation.Specifications included in this datasheet are subject to change without notice. Document#504866 Rev A/LTR EN • SPR-3600p-TL-1, SUNPOWER SPR-4200p-R-1 , SPR-50OOp-TL-I • • / / / • BENEFITS The World's Standard for Solar ......,. 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 /o and CEC efficiency of up to 96.5%. Design Flexibility and Yield �'% %:'" " :,""'moi► 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 1 SPR-3600p-TL-1 J SPR-4200p-TL-1 r" SPR-5000p-TL-1 SPR-6000p-TL-1 Op 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 ENEMA 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-TLA 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 in parallel 20.0 A 32.0 A 32.0 A 36.0 A 36.0 A 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 t208V 14.5A 17.2A 20.0A 27.0A 30.0A Max.AC output current at: 240 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% t277 V 96.0% 96.0% 96.0% 96.5% 96.5% Stand-by consumption <8W Switching plan transformerless SPR-3000p-TL-1 SPR-3000p-TL-1 Mechanical Data SPR-3600p-TL-1 SPR-5000p-TL-1 Features SPR-3600p-TL-1 SPR-5000p-TL-1 SPR-4200p-TL-1 SPR-6000p-TL-1 SPR-4200p-TL-1 SPR 6000p TL 1 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 RS485 Connections DC&AC:screw terminal block SPR-6000p-TL-1: 96.5%CEC efficiency at 240 VAC Cooling convective cooling,no fan 00% X Protection class NEMA 4X Noise emission <50 dB at 1 meter 95% / DC-switch integrated E 859mm x 325mm x 222mm 1052mm x 325mm x 222mm H x W x D (33.8"x 12.8"x 8.7') (41.4"x 12.8"x 8.7") gpgb 480 v 21.3 kg 27.0 kg 0 0.2 0.4 0.6 0.8 2 Weight (47.3 lbs) (59.5 lbs) Fraction of rated output power,lsiJ!Fim,,r, -Power derating above 55°C 1131°F)For SPR3000p11-1,SPR3600,TL-1 and SPR-0200,T61 and above 50°C 1122°n For SPR5000,T1.1 and SPW00,TL-1 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. su n Powe rco rp.com ©February 2012 SunPower Corpomfion.All rights reserved.Specifications included in this datasheet are subject to change without notice. r 500545 Rev.B/LT EN 1 Strings of 10 SunPower OW-1 .lames D'Addano 250 W panels=2500 Watts 8960 PeconIC Bay Blvd 2 Strings of 7 SunPower Laurel, NY 11948 250 W panels=3500 Watts 24 SunPower 250 watt panels Total of 6000 Watts OLD 1 of 2 All panels to be grounded as per NEC code 2,30 AMP two pole DC switches from panels to inverter F F F SUNPOWER SPR 6001p INVERTER 240 VAC from inverter to a 30 Amp switch near utility meter 2 Strings of 5 SunPower James D'Addario 250 W panels, 8960 Peconic Bay Blvd Each string 1250 watts Laurel NY 11948 Array total of 2500 Watts 10 SunPower 250 watt panels OLD 2 of 2 All panels to be grounded as per NEC code 2,30 AMP two pole DC switches from panels to inverter F F SUNPOWER SPR 3000p INVERTER 240 VAC 240 VAC from inverter to a 30 Amp switch near utility meter Code-Compliant Installation Manual 809 • h�w ii0o� (I C �" �rylidi� IqP • • • Table of Contents L Installer's Responsibilities.................................................................2 Part I.Procedure to Determine the Total Design Wind Load ......................................3 • Part H.Procedure to Select Rail Span and Rail Type.............................................10 Part III.Installing SunFrame ...............................................................14 0 N�� so n U N I RAC Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. UNI RAC Unirac Code-Compliant Installation Manual SunFrame L Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low,clean lines that SunFrame system. become as natural a part of a home as a skylight.It delivers the This manual provides(1)supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs or parking roof structures, Universal PV Module Mounting system,and(2)planning and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics.Modules are flush mounted in low,gap-free rows, SunFrame products,when installed in accordance with this and visible components match clear or dark module frames. bulletin,will be structurally adequate and will meet the structural requirements of the IBC 2006,IBC 2003,ASCE 7- 02,ASCE 7-05 and California Building Code 2007(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 24). AThe installer is solely responsible for: !=1 • 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. ftp 2 SunFrame Unirac Code-Compliant Installation Manual :_'UNI RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the Simplified Method,for calculating the Design Wind Load for pnet(Psf)_�IKzt7pnet3o pressures on components and cladding in this document. pnet(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kzt=Topographic Factor at mean roof height h(ft) more than 10"space between the roof surface,and the bottom I=Importance Factor of the PV panels. This method is not approved for open structure calculations. pnet3o(psf) =net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30,I=I 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 the last 50 years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height forpitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf) =minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. S.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary(contributing load)to a support or to a simple-span of rail.That area is the Step 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. P.S. 3 r rr r r r r r r r r KIpaidRe If 0; r alk 1► do a fir. 10 INS an .t R ..do M s J+1r #li t ■ tom SII Nit� ;:4 �1 r . 4► ,''. ►'".itlrR'{.'r�s in doi—all jowl a �•.. Me M. so-yr �`�' I$r �►`1� '1►�' ,� � lfrui■.li�r�•,i`a•fr4�1►- ;•r R'�"aa.R .y.••tY ,r.. f� �b ■■ carr r.■■a<► au{- �. �� .� /tt� �•r t �4�ea�•aafR.iialr.raats[tw.aR aE aa�l� a4.�•+� r t'y � � ra14:i Imam "I'm ata•! NaiRi: `aiarr j r� Sylt *u 1i• f 114i 1 •i , aaa �r•ai','a•"Laa • si /1-61a+*'�s�i�•' .f. ■r Fifa ill'. 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' ■■ii!!1!f �i. i i■■t 1111 �\mai • `� .�v..Y,J�t�r•fl y �+� r�r .f .� •!rR�Ir�aati{4\.Ilr"aY� ■r f 1 � � r:'I rlirl 1.�■ far ar � SQL•., ajr • ryrf* •iOa++art ` �� "�,i■a �■"®.��■laa�s•a`•Ma�R I■t 1 Y•#r.•rY,�►•�1��. ,sr*�!z 5• r �;'� a■ ■.\i��raa�. .4•RE�a41�. �■ •a i Y y �Irirl. spar�• �" tlt as` • rtu 3s ���� ,� ���� x'11 1 � 'ai1wA iirt�,tt.• r" arr r t. 1s1a r'rA . � 1g1�i■ �wiwMw'7 rt��,t4• a,.1c •r •r•t* •r s• s.,�w r an am .L~°t'11'11�M.IrWy3"" •.lir•ie•rr•y +�<•Ia�4 •.t"�r#�rfl` .x �1•" '� 4rae�eRe►,}` ,r�rr�a+►z.�ticlfilAar4f�r.■.i11 X�r++,ri •r: i� ■s r u among#is•er•Ir tr• 7 w.�K�yP111M f■ r.{�#�• ....... ► lrIl� _ _ rsar►rw#:"�+►.�� `�-•414 fi;, M.Ois�°°�•�� r�lalwfli•/A�lYrl *\+•fir•itJ►at J i1:I•� • y.S►�•'i:: ONOil Monona:,W%iI P.larr�•l l)ia.Ir;■t �ii4a . ,+°I 4��•+: man t.Il�i■ 1 in a"�4�s f\1�t:�t•nom.; � a i+��. r l��1lf•�r: •�.rfl1 ��f fir•• �a���'. ,11 1 1 •. � ' I' I 1 I I •. "• • ' .• •' r•1 / 11 I •11 1 I � 1 1 } 1 1 1 1 1 1 E } } 1 1 i 1 1 1 1 { } # 1 1 f 1 1 1 1 1 1 SunFrame Unirac Code-Compliant Installation Manual ::'UNI RAC Step 3:Determine Roof Zone(continued) Using Roof Zone Setback Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs Flat Roof Hip Roof(7' < 0 <_ 27°) h , ' �a h tea` h fiQ a �a a Gable Roof(6 <_ 7°) Gable Roof(7" < 0 :5 45°) ha` J 4 'a , ► h `a< � a , a a' �a a ❑ Interior Zones End Zones ■ Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 Roofs-Zone 3 Source: ASCE/SEI TOS, Minimum Design Loads for Buildings and Other Structures,Chapter b, p.41. Step 4:Determine Net Design Wind Pressure,Pner3o Both downforce and uplift pressures must be considered (psf) 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. Page 5 :."UNI RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pnet3o(psf Roof and Wall Basic Wind Speed.V(mph) 90 : 100 i19 120 130 r 140 130 170 Effective Wind Area Zone (sf) wt4ort6 'rUpfBt Downforce Uplift bownforce UpWft Downforce Uplift Downforce UpIlk ',Downforce Uplift Dowdte, Upifc 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 I&5 X10.5 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 _21.2 9.9 -25.2 11.6 -29.6113.4 -34.4 15.4 -39.4 19.8 -50.7 0 1 50 5.1 -13.7 6.3 -16.9 7.6 20.5 9.0 -24.4 10.6 -20.0,' 12.3 -33.2 14+1 -38.1 18.1 -48.9 1 100 1 4.7 -13.3 5.8 -16.5 7.0 -19.'9 8.3 -23.7 9.8 -21.9',' 11.4 -32.3 13,p -37?016.7 -47.6 D 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 IfiS., X7:9 21.1 -87.2 0 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 1�.4. »607 19.8 -78.0 0 2 50 5.1 .7.6 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 70 -23.6 8.3 -28.1 9.8 -3310 11.4 -38.2 13,0 -X419 16.7 -56.4 3 10 5.9 -36.8 7.3 -45.4 11 1.9 10.5 -65.4 I2.4 -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 19.8 -108.7 3 50 5.1 22.1 6.3 -27.3 :b ! -:13.1 9.0 -39.3 10.6 41 12.3 -53.5 14.1 -sIS 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 23,b ''' 8.3 -28.1 94 -33.0 11.4 -38.2 13.11 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 -16.0 114 *19u4 '' 13.6 -23.0 1&0 -27:4 ` 18.5 -31.4 2.1.3 46.0: 27.3 -46.3 d 1 50 6.7 -12.5 8.2 -15.4 100' -186 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 1 23.8 -44.5 00 I 100 5:9 -12.1 7.3 -14.9 8 9 *18.1 10.5 -21.5 12.4 -25:2 14.3 -29.3 16,5 -33.6 21.1 -43.2 2 10 8.4 -23,2 10.4 -28.7 12,5 X34,7 14.9 -41.3 1 J 5 -4111 4 20.3 -56.2 2;13 x,1.5 30.0 -82.8 er 2 20 7.7 -21.4 9.4 -26.4 1t4 '-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 48»9 8.2 -23.3 40.0--282 11.9 -33.6 13.9 -39`.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 c 2 100 5.9 -17.0 7.3 -21.0 ' 25»5 10.5 -30.3 114 -35.6 14.3 -41.2 16.5 47.3 21.1 -60.8 3 10 A4 443 10.4 -42.4 12-5 51.3 14.9 -61.0 17.5 .71 A 20.3 -83.1 23.3 �9 »4 30.0 -122.5 3 207.7 -32.1 9.4 -39.6 11.4' -47.9 13.6 -57.1 16.0 -670 18.5 -77.7 21.3 - -89 2 27.3 -114.5 3 50 6.7 29.t 8.2 -36.0 111,4! 43.5 '. 11.9 -51.8 13.9 -60'.8 16.1 -70.5 18.5 ALO 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 '. -40 2 10.5 -47.9 12,4 -561 14.3 -65.1 16.5 74:8 21.1 -96.0 1 10 13.3 -14,6 16.5 -18.0 199' 21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37,0 -405 47.6 -52.0 1 20 13.6 4311,' 16.0 -17.1 194': 207 23.0 -24.6 270 -28.9 31.4 -33.5 36,11 -3$.4'146.3 -49.3 d I 50 12,5 =12,8 15.4 -15.9 1&6! -19;2 '',', 22.2 -22.8 26.0 w261§. 30.2 -31.1 34.6 45.7 44.5 45.8 1 100 12.1 -12,1 14.9 -14.9 18.1', #8: '; 21.5 -21.5 25.2 25:2 29.3 -29.3 33.6 7 3.6 43.2 -43.2 v 2 10 13.3 470 16.5 -21.0 194: -25.5 23.7 -30.3 27.8 -35«1Z 32.3 -41.2 .374, 47.6 -60.8 a 2 20 130 46.3 16.0 -20.1 19:4`, 44.3 23.0 -29.0 27.0 -34,0 31.4 -39.4 3&0 45.3. 46.3 -58.1 $ 2 50 124 -15.3 15.4 -18.9 18.6'; =22�- i 22.2 -27.2 260 -32.0 30.2 -37.1 34,6 -425' 44.5 -54.6 r 2 100 t2.1 -14.6 14.9 -18.0 18.1.'; :2t8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33:6 . '40.5 43.2 -52.0 c 3 10 13,3 -17.0 16.5 -21.0 19:9;' -�, 23.7 -30.3 27.8 -35A 32.3 -41.2 37,0 A+ 3 47.6 -60.8 19 3 20 13.0 -16.3 16.0 -20.1 194' .24 3 ,' 23.0 -29.0 270 -34:0 31.4 -39.4 36 0 -45.3 46.3 -58.1 3 50 12.5 45.3 15.4 -18.9 18.6; -22-9 22.2 -27.2 24A »32:0 30.2 -37.1 34.6 --47-S' 44.5 -54.6 3 100 121 -146 14.9 -18.0 18»1' .-21 It 21.5 -25.9 25.2 -30!4 29.3 -35.3 33.6 5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8! -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40:5 =43.9 52.0 -56.4 4 20 13.9 4$.1 17.2 -18.7 208: -22:6 24.7 -26.9 29:4 -311.6 + 33.7 -36.7 38.7 ' -+121 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 10' 21,3 ''' 23.2 -25.4 7-11 -2 .8 31.6 -34.6 36.2 -39.7'. 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 1&5 22.0 -24.2 25,9 -284 ! 30.0 -33.0 -37- 44.2 48.6 4 500 109 -12.1 13.4 -14.9 162, 18 C 19.3 -21.5 22.7-',2$,!' 26.3 -29.3 30.2 -33.6 38.8 -43.2 5 10 14.6 -19.5 18.0 -24.1 2.1:8! X91 25.9 -34.7 30 -10;7 35.3 -47.2 405 ,.54,2 52.0 -69.6 5 20 13.9 -18.2 ' 17.2 -22.5 213 '° -272 ! 24.7 -32.4 29.0 -311.0 33.7 -44.0 38.7 40S 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 M, 246 23.2 -29.3 27,2 -34:3 31.6 -39.8 36.2 ASJ 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 110 22.0 -26.9 25.9 -31. 30.0 -36.7 34,4 -42.t 44.2 -54.1 5 500 10.9 .12.1 13.4 -14.9 162'' -111,1 '„ 19.3 -21.5 27..7 25.2 26.3 -29.3 30.2 ;-33.6 38.8 -43.2 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Page 6 SunFrame Unirac Code-Compliant Installation Manual U N I RAC Table 3.pne,30(psf Roof Overhang E((ettne Basic Wind SpeedV(mph) WWAre Zone 00 90 100 H# 120 00, 140 W 170 2 10 -21.0 -25.9 -31A -37.3 -43.8 -50.8 -58.3 -74.9 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 d 2 50 -20.1 -24.9 X30 t -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 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 0 3 20 "-27.1 -33.5 -40.S -48.3 -S6.6 -65.7 -7SA -96.8 c 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 48.1 -61.8 cc 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 a00i 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 100 -27.2 -33.5 4{}6 -48.3 46.7 -65.7 -75.5 -96.9 N 3 10 -45.7 -56.4 -".3 -81.2 -95.3 -110.6 126.9 -163.0 3 20 -41.2 -50.9 51.6 -73.3 -86,0 -99.8 -114.5 r -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 0 9 3 100 -30.9 -38.1 -46,1 -54.9 -64.4 -74.7 45.8 -110.1 02 2 10 -24.7 -30.5 -36.1 -43.9 41.5 -59.8 -68.6 -88.1 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -"-S -85.5 -40 2 50 23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 ` -82.0 Ln 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 3 10 -24.7 -30.5 -36.9 -43.9 51.5 -59.8 -68.6 -88.1 r 3 20 -24.0 -29.6 -35.8 -42.6 40.0 -58.0 -".S -85.5 0 3 50 -23.0 -28.4 -34.3 40.8 47.9 -55.6 -63.8 -82.0 3 100 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,Kst EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,KZt,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE D has flat,unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Determine the Exposure Category by using the following Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs,and confirm your selection with the local building authority. The ASCE/SEI7-05*defines wind exposure categories as follows: EXPOSURE s is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 UNI RAC' Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine 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 Exposure (ft),look up the adjustment factor for height and exposure in Mean roof Table 4. height(R) B C D I5 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,pnet(psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by (Step 7),the the adjustment factor for height and exposure,r1 Source: AC7-05, Minimum Design Loads for Buildings and Other Structures,ures,Chapter r 6,Figure 6-3, p.44. Topographic Factor,Kat(Step 5),and the Importance Factor,I (Step 8)using the following equation: pnet(Psfl=A&tlpnet30 pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet3o(psf)=net design wind pressure for Exposure B,at height =30,I=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table S.Worksheet for Components and CladdingWind 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 Wend-Speed V mph I Figure t Effective Roof Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Location 3 Figure 2 Net Des*n Wind Pressure pnet3o 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 Dem Wind Load poet psf 9 Page 8 SunFrame Unirac Code-Compliant Installation Manual 08-.'U N I RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind Speed = gions with Basic Wind Category CategoryDesicrrption Building Type Examples 85-100 mph,and Alaska Speedy>IOOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: shelters Designated emergency preparedness communication,and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,Table 1604.5,Occupancy Category of Buildings and other structures,p.281;ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 Page 9 UNI RAC Unirac Code-Compliant Installation Manual SunFrame Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series 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+1.OS'(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf) =1.OD+1.Opnet(downforce case 2) 3.Please Note:The terms rail span and footing spacing p(psf) = 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. pnet=Design Wind Load(psf)(Positive for downforce,negative The following procedure will guide you in selecting a Unirac for uplift) rail for a flush mount installation.It will also help determine the design loading imposed by the Unirac PV Mounting The maximum Dead Load,D (psf),is 5 psf based on market Assembly that the building structure must be capable of research and internal data. supporting. 1 Snow Load Reduction-The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Figure 3.Rail span and footing spacing are interchangeable. Spa L or Foo rSAac' B ng �erd�,Lo 0611\9- Qev t0" Note:Modules must be centered symmetrically on Page the rails(+/-2*),as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual ::'UNI RAC Table 7. ASCE 7 ASD Load Combinations ' x Description Variable 'Darx�Orar Get! units�Gee 3 e� _= Dead Load D 1_4 x LA x psf Snow Load S 1.0 x + � 0.75 x + psf Design Wind Load Pnet n t},75 x + psf Total Design Load P psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing W(P If) 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 SunFrame. module length,B(ft),by the Total Design Load,P(psf)and dividing by two.Use the maximum absolute value of the three There are two tables,L-Foot SunFrame Series Rail Span Table downforce cases and the Uplift Case. We assume each module and Double L-Foot SunFrame Series Rail Span Table. The is supported by two rails. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to the w=Distributed Load(pounds per linear foot plf) Part III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Table 8.L-Foot SunFrame Series Rail Span Span w=Distributed Load (R) 20 25 30 40 5o 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 $F SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF $F SF SF SF SF SF SF SF SF SF 3 : SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 ii SF SF SF SF SF SF'' SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF` SF SF SF I SF SF SF I SF SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF 5f SF SF SF SF: SF SF SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF' SF SF 7.5 SF SF SF SF SF SF SF SF S SF SF SF' SF SF SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF $F SF SF SF SF 9.5 SF SF SF SF SF SF to SF SF 5F SF SF 10.5 SF SF SF SF II SF 5F SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 " SF SF 13.5 SF 14 SF Page 11 1. UNI RAC Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span Span w=Distributed Load(plft (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 ISF $F 5F SF SF SF -5F SF SF SF SF SF SF SF 5F SF ' SF SF SF SFSF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 31 SF SF SF SF SF SF SF SF SF SF SF SF SF SF $F SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF '$F SF SF SF ISF SF SF SF SF SF 5F SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5' SF SF SF SF SF SF "rF $F !, SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF'. SF SF SF SF 'i 5F SF SF sF $F SF SF 6.5 SF SF SF SF SF SF SF SF SF SF 7' SF i SF SF $F $F SF SF $F SF 7.5 SF SF SF SF SF SF SF SF 8' --SF SF SF SF Sf SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF to SF SF SF SF 10.5 SF SF SF SF !I SF SF SF SF 11.5 SF SF SF 12 sf SF SF 12.5 SF SF 13 SF SF 13.5 SF: 14 5F Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It the installer's nt 1 r' resRonsibft to verify that the building multiplying the Total Design Load,P(psf)(Step 1)by the Rail structure is strong enough to sUggort the point load Span,L(ft) (Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R(lbs) =PLB R=Point Load(lbs) P=Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Page 12 SunFrame Unirac Code-Compliant Installation Manual 81F U N I RAC Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case 1,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 11.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Specific 5/e" shaft,* Force,R(lbs),requirements. gravity per inch thread depth Itis 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) 0.46 235 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.American 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. Pl.ge *Use flat washers with lag screws. 13 UNI RAC Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components 0 to Figure 4.SunFrame components. iW! O 0 Wd _I i 0 ,a mow' "! 0 IJLlI_llJlJ U , .__. O L===� Figure S.SunFrame threaded slot rail, cross section,actual size. Page 14 SunFrame Unirac Code-Compliant Installation Manual ::'UNI RAC ORail—Supports PV modules.Use one per row of modules is L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ules between rails.Includes 3/s"x 11/4' bolt with flange ©Cap strip—Secures PV modules to rails and neatly nut for attaching L-foot or standoff shaft,and two 5/is" frames top of array.Lengths equals rail lengths.Cap strips x 21/i'lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105-T5 aluminum extrusion,anodized(clear or dark bronze)to match PV ®Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for Cap strip screw(1/a-20 x 1,Type F thread cutting)—Use example).Use one per L-foot. TWo-piece(pictured): 34' serrated secure each cap strip(and PV modules)to rail,one per 6105-T5 aluminum extrusion.Includes B'x is serrated flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an additional end screw wherever a two Siw"x 31 z'lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/s"x 11/a' any cap strip segment.18-8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for ORail splice—joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansion joint.8 inches long,predrilled.6105-T5 aluminum extrusion,an- odized(clear or dark bronze)to match PV module frame. Installer supplied materials: ©Self-drilling screw(No.10 x 3/a')—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out OEnd caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with OTruss-head sheet metal screw(No.8 x 5/s")—Use 2 per L foot adjusting sliders and standoffs. end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. QL-foot—Use to secure rails either through roofing mate- rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently 6105-T5 aluminum extrusion,anodized(clear or dark Asked Questions..."(p.16). bronze)to match PV module frame.Double L-foot is also available. OL-foot bolt(3/s"x 11/4")—Use one per L-foot to secure rail to L-foot.304 stainless steel. �i Flange nut(3/s")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. Stainless steel hardware can seize up,a process �\ called galling. To significantly reduce its ` likelihood,(1)apply lubricant to bolts,preferably an anti-seize lubricant,available at auto parts stores,(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. Page 15 ::'UNI RAC' Unirac Code-Com liant Installation Manual SunFrame Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. Footings must be lagged into structural members.Never attach them to the decking alone,which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 45 feet,see instruction manual 908.1 concerning thermal expansion issues. 1'/z"at each end of array maple layout,llltl ted' � Assualtlo ,12 rnpdules{611" 36',11" amaged hz mv+rs of module 11aT =144"{36"tmAw c1 A mod per rcNv) rl4ale f: MrayleW U 1130"f611"mo�- gthxll s) 8'(1 �Bard railmv�dtlYK2rs� :��' + �/s"(�/a"t�etwp module aildtli rads) =1843 1.Laying out the installation area Array Always install SunFrame rails perpendicular to rafters.(These length Rails instructions assume typical rafters that run from the gutter to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of horizontal. � x � Leave adequate room to move safely around the array during installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the rails on one side.Using the number of rows and the number .,. -- M& -- of modules per row in your installation,determine the size of your array area following Figure 6. t Array width - � (module width times modules per row) Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. Others are assembled with pan-head screws.All such features must be included in module length. Page 16 SunFrame Unirac Code-Compliant Installation Manual 11F U N I RAC 2.Installing the lowest row of L-feet and rail ai In the lowest row,it is not necessary to use L-foot adjusting hp sliders,even if you plan to use them in subsequent rows.Install L-feet directly onto low profile roofing material such as asphalt d shingles or sheet metal.(For high profile roofs,such as file or shake,use optional standoffs with flashing to raise L-feet. AW, L-feet must be flush with or above the highest point of the roof surface.) L-feet can be placed with the double-slotted side against the == 01U roof surface(as in Fig.7)or with the single-slotted side againstF the roof(which increases air circulation beneath modules). Module-to-roof dimensions are listed on page 15 for both ar- rangements. " Lfeet Aif you are using L foot adjusting sliders,you must use j the short side of the the L foot against the roof in the Log / first row.See Figure 9 below. screw If you are using both L foot adjusting sliders and standoffs, mays lag into slot narest the see the upper box on page 11. nt he L-fo tbend l Install the first row of L-feet at the lower edge of the instal- 2'/4- lation area(Fig.8).Ensure feet are aligned by using a chalk 4 line.(A SunFrame rail can also be used as a straight edge.) Lower edge of Position the L-feet with respect to the lower edge of the roof as / f installation area illustrated in Figures 7 and 8. Figure 7.placement of first L foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L feet are against the roof,lag through the slot nearest the bend in the L foot(Figs. 7 and 8). Cut the rails to your Utility slot for No. 10 screw array width,being sure to keep rail slots free of roofing grit or other Utility slot for 114" s - debris.If your instal- hexhead bolt Slot for �s lation requires splices, Figure t L-Foot footing bolt ._ orientation. � � assemble them prior to attaching L-feet(see"Footing and splicing require- ments,"p.11,and"Material planning for rails and _.., cap strips,"p.13).Slide the 3/9-inch mounting w bolts into the footing slots. If more than one splice is used on a rail,slide L foot bolt(s)into the footing slot(s)of the interior rail segment(s)before splicing. Loosely attach the rails to the L-feet with the flange nuts.Ensure that rails are oriented with - m respect to the L-feet as shown in Figure 9.Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof.Then tighten the lag screws. Rootpeak Figure 9.L foot orientation in conjunction with L foot adjusting sliders.The sliders include two utility slots to secure module wiring,combiner ...... boxes,and other system components. Page 17 :H U N I RAC' Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8-inch hex- sliders,although flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no standoffs. Jk With standoffs of equal length,orient L foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L feet in the same orientation--either both long side up or both short side up. L-foot This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48feet,thermal 6. Interior rail sections supported by only one L-foot must g g f expansion joints be adjacent,on at least one side,to a rail section sup- may be necessary.Please contact Unirac. ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) R is determined by wind loading(see pp.5-8,especially ail sections longer than half the footing spacing re- step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of ; Rafters the maximum footing spacing(A).For example,if Span Al� e I A is 32 inches,Overhang B should not exceed 16 inches. ; eStringer � -;—Rail Modules should always be fully supported by rails.In other words,modules should never overhang rails.This is especially critical when supporting the short side of a non-rectangular module.When a rail supports a pair of non- rectangular modules by themselves(right),it must be supported by at least two L feet.The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 SunFrame Unirac Code-Compliant Installation Manual ::'UNI RAC 3.Laying out and installing the next row of L-feet With L-feet only:Position the second row of L-feet in accor- dance with Figure 10.Ensure that you measure between the lower bolt hole centers of each row of L-feet.Install the second % Module len th+'/." ' row of L-feet in the same manner and orientation as the first ` (hole too hole) row,but leave the lag screws a half turn loose.Be aware of the set-up time of your sealant;the L-feet will not be fully tight- ened until Step.4. `� With L-foot adjusting sliders:Use a chalk line to mark the position of the slider center holes of the next row.The illustra- tion llustra tion below provides spacing guidelines.The length of the module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 4(p.9). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next and upper lag last.Attach an L-foot with its short side up to each slider. Roof peak -� A=module length A , l Align slider ; A center hole to chalk line ry Lowest row of L-feet T . .s ���Align slider { (no footing sliders) - � A-3 1/4" center hole to chalk line A+3/4 A+ 1 3/16" A+2'/4" Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail I Snug in the same manner and orientation as the first rail.After rail I� alignment,tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place at one end of the rails,and snug the upper rail(Fig.12)toward the lower rail,leaving no gap between the ends of the modules and either rail.(If pan-head screw heads represent the true end of the modules,be sure the screw heads touch the rails on both ends.)Tighten the lag screw on that end.Slide the module down the rails,snugging the rails and tightening the remaining lag screws as you go. With L-foot adjusting sliders:Install rails on first and second rows of L-feet.Verify spacing by placing a module onto the Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. S.Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow- ' All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 19 ::'UNI RAC Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap of every rail segment.Wherever there is no strip segment that crosses the array center line,and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment,drill al/4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw.(In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing good planning can also achieve both material conservation and splicing requirements"(p.11).In this example, and superior aesthetics.This example conserves materialthe center of the array is offset 2 inches from the center ' and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p.11).Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line FI 11 31 IE EE FI 11 jl FI F3 Er II 31 11 Y IB 11 II 11 17 11 I� 11 11 11 11 11 li f Trim line(array edge) Trim line (array edge fi •li •V112"• 41 . . .ii . •ii X 96 JI 1 1 11 ,1 I, ;; 1 st cap strip C 83" E 122" ;3 4th rail ii ii a( ii ii rl r F 1 I .� .W 112" X 96" • •( 2nd cap strip 11 i( B 83" }( ( ( D 122" 3rd rail V 80'' • .I I • . • . • •3 1 • �.E... F 1 •(( • I I ,• •( Y 128" • j 3rd cap Strip ii A 96" ii itit 0109" ii 2nd rail 18 11 1. I I I 1 T 1 1 1 1 iE !1 1 I I ii 1 E 4th cap strip r • .W 80" •�� •�( • •1 I Z 128" • .i II r3 F I 1 1 r r 1 1 F I A 96" i B 109" (� 1 st rail 17 ii 1F( II l Usable remainder:D,70 E,70"*,Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual ::'UNI RAC 6.Securing the first module �. Gather sufficient lengths of cap strip Cap strip screws to cover the length of the first rail.For maximum visual appeal and material conservation see"Material planning for Pern ssoble ovet ang; rails and cap strips"(p.13). 113 module width Slide the first module into final position at one end of the array.Lay the remaining mm- ..._ modules in the top row,leaving a gap about a foot wide between the first and second modules(Fig.13). The temporary gap allows the installer to place one of his feet between modules.He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof.For the time being,the last module may overhang the rail by up t instal secanci cop strip until lower to one third its width. modules are ed Attach the end of the cap strip with 5fiepng gpp the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. AI The structural integrity of your array requires that cap strip screwsfu llY engage the threaded rail. Use the cap strip screws supplied with your cap strips.Any substitute screws must be 1/4-20 Type F thread cutting(18-8 stainless nstaA sre+ws' steel)and the correct length.See Table 4(pg.15)to match screw length to the size cap strip in your installation. J� Every cap strip segment must have a cap strip screw 4 inches or less from each end.If the nearest predrilled StepP�g gop ! • 1 hole fails more than 4 inches from any end,drill a 1/4-inch hole 2 inches from the end and install an additional screw. Figure 14.Position and secure modules one by one. IA Wherever it is necessary to make a new cap strip hole, drill a 1/4-inch hole before installing the cap strip screw. 7.Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it(Fig.14).For a neat installation,use cable ties to attach excess wiring to the rail beneath the flanges.Unirac's cable ties can be attached to the SunFrame rail by drilling a 1/4-inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top.When complete,every tapping gap prepunched hole in the cap strip will be secured by a screw, _ and the top end of the first row of modules will be secure. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows(Fig.15).Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail,securing the bottom of the lowest module row. Page 21 -"UNI RACUnirac Code-Compliant Installation Manual SunFrame 9.Installing the end caps s k'iT Attach the end caps to the ends of the rails by securing with r tt the truss head sheet metal screws provided(Fig.16). ida, dON E i Figure 16.End cap installation. Table 4:PV module,cap strip,and cap strip screw compatibility To ensure code compliance and a structurally sound array,cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be%.-20 Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 arThC W. 1.50-1.57 38-40 D j" 1.77-1.85 45-47IT F I" "7 1.93-2.01 49-51 E I%," Sharp lipped modules G I" Sanyo lipped modules H �, Page 22 SunFrame Unirac Code-Compliant Installation Manual :o UNI RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5!clamps The answer depends on the orientation of your L-feet and with the 3/8-inch stainless steel bolt provided with the S-51 the length of your standoffs,if used.See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5!clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. Frame.Unirac offers an Oatey®"No-Calk"flashings for ! Module its steel standoffs and Oatey®or Unirac flashings for its 1 thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak varies Price List. How do I attach SunFrame to a standing-seam metal 2'/4-±'i8- roof? A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-5!'T'clamp,designed to at- tach a wide variety of products to most standing-seam metal ant solution that eliminates flashings and Module roofs.It is an elegant g ��, thickness penetrations altogether. varies Module 2'/4"±i/8" thickness > '/8- �8 Standoff height " 1/8(3",4", or 7" 31/8"± i8 all±�/a") 13/4"±'/8" ------------ Page 23 JuM U N I RAC Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc.,warrants to the original purchaser the practices specified by AAMA 609&610-02 If within the specified Warranty periods the ("Purchaser)of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation, completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or This Warranty shall be VOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlier with Unirac's written installation instructions, for special,indirect or consequential damages of 1)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of or reworked in a manner not previously the Product. the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. U N I RAC 1411 Broadway Boulevard NE Page ■■ Albuquerque NM 87102-1545 USA 24