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Town of Southold Annex 12/23/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37338 Date: 12/23/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 95 Apple Ct, Southold, SCTM#: 473889. Sec/Block/Lot: 69.-3-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/2/2014 pursuant to which Building Permit No. 39272 dated 10/16/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing dwelling as applied for. The certificate is issued to Haeg,Lorraine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39272 12/8/2014 PLUMBERS CERTIFICATION DATED Authorized Signature S�ffac TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39272 Date: 10/16/2014 Permission is hereby granted to: Haeg, Lorraine 95 Apple Ct Southold, NY 11971 To: Installation of solar panels as applied for. At premises located at: 95 Apple Ct, Southold SCTM # 473889 Sec/Block/Lot# 69.-3-18 Pursuant to application dated 10/2/2014 and approved by the Building Inspector. To expire on 4/16/2016. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 9/30/2014 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 95 Apple Court Southold House No. Street Hamlet Owner or Owners of Property: Lorraine Haeg Suffolk County Tax Map No 1000,Section 69 Block 3 Lot 18 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted:$ 50.00 7pplicant Signature pF SO!/rgo� a o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.richert(a_town.southold.ny.us Southold,NY 11971-0959 'Q �y�0UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lorraine Haeg Address: 95 Apple Ct City: Southold St: NY Zip: 11971 Building Permit#: 39272 Section: 69 Block: 3 Lot: 18 -WAS EXAMINED-AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858-me SITE DETAILS Office Use Only Residential X Indoor X Basement X 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: roof mounted PHOTOVOLTAIC SYSTEM to include, 29-LG290-NIC-G3 panels, 1-SMA SB380OTL and 1-SMA SB4000TL inverters,A/C disconnect Notes:. . .-Inspector Signature: Date: Dec 8 2014 81-Cert Electrical Compliance Form.xls hO��OE SO�Tyolo U cOUMY,Nc� TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION'1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 9 %ELECRICALT (FINAL) [ ] CODE .VIOLATION [ AULKING REMARKS: DATE 1 INSPECT OR� Pacifico Engineering PC _.,:, Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716P c Fax: 631-382-8236 www.pacificoengineering.com GIN G c solar@pacificoengineering.com November 26, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Lorraine Haeg Section: 69 95 Apple Court Block: 3 Southold, NY 11971 Lot: 18 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 NEtM Y ��Q��N Pnc�,�ic�p,9 W CdA 06069- Ra 6069-Ra �ifi �A al Engineer NY 0 GE04744306 0 g`o�ocP�No�o �ow�a FIELD INSPECTION REPORT DATE COMMENTS EOUN]DAIO1+1(1ST) 01 FOUNDATION(2ND) ..ter .. , • .. v .. ... .Y...r 1 .!f ♦ ..... (!^, O ch ROUE—H FRAMENG& PLUMBING ly INSULATION PER N.Y. STATE ENERGY CODE ANAL AJJDX'I'IOfYL Co S CD 3 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. `Z Check Septic Form N.Y.S.D.E.C. 'b Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved 20 f` Mail to: GreenLogic LLC Disapproved c 425 County Road 39A,Southampton, NY 11968 Phone: 631-771-5152 Expiration ,20 Bui ing Inspector 1 -A� PLICATION FOR BUILDING PERMIT OCT 2014 Date 9/30 , 20 14 - BLDG.DEPT. INSTRUCTIONS TOVgN OF SOUTHOLD a.-This app ication 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 Lorraine Haeg (As on the tax roll or latest deed) If applicant is a co oration, signature of duly authorized officer (Name an 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: 95 Apple Court Southold House Number Street Hamlet County Tax Map No. 1000 Section 69 Block 3 Lot 18 Subdivision Filed Map No. zrF;���los1 ..1 go ;'::•b:is °J ;t ,c r:,�ly3ob4 o q- Yiwi%S::la'td(YiG� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (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 6. If business; commercial or mined 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 NOS 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO x 95 Apple Ct 14. Names of Owner of premises Lorraine Haeg Address Southold,NY 11971 Phone No. 631-765-6856 Name of Architect Pacifirn 1=ngineerong., P-r- AddresS700 Lakeland Ave,Bohemia,NThone No 631-988-noon Name of Contractor GreenLogic LLC Address 475 (oimty Road 39 Phone No. 631-771-5152 Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED: b. Is this property within 300 feet of a tidal wetland? * YES- NO x * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this.property? * YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or,owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 0_Lq Notary Public Signature of Applicant TAMARA L.ROMERO Notary Public,State of New York No.01806217368 Quaiified in Suffolk County Commission Expires 2!0812018 Scott A. Russell , �°SU '�v 5'7C'ORAMINWAT)ER .SUPERVISOR MA\NA\tG 1EM1EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) OOZES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: _ !; Yes IVO (CHECK ALL THAT APPLY) j ❑Q A. Clearing, grubbing, grading or stripping of land which affects more I� than 5,000 square feet of ground surface. ®❑ B. 'Excavation or f illing involving more than. 200 cubic yards. of material a j within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of.horizontal distance. I ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [:]ElE. Site preparation within the one floodplain as depicted j on FIRM Map of any watercourse. ❑0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes j in-.kind replacement of impervious surfaces. If you answered''NO to:all of the questions above; STOP! Complete'the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or.more of the above,please submit.Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building'Permit.Application.. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T,M. #: 1 OOO Date: � � Dutiict j NAME; GreenLogic LLC(Nesim Albukrek) 69 3 18 9/30/2014 il mMu Section Block Lot FOR BU'1L , A T USE ONLY**** IC ontact Information: 1-771-5152 ext 120 is ' ITelep6onr Number! �I r- I Reviewed B Date: Q Property Address/Location of Construction Work: I Approved for processing Building ermit. Stormwater Management Control Plan Not Required. i I LStormwater Management Control Plan is Required. j (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Hall Annex Telephone(681)765-1802 54375 Main Road � P.O.Box 1179 G Q roger riche iown.so O9 .ny.US Southold,NY 11971-0959 i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Tamara Romero Date: 9/30/2014 Company Name: GreenLogic LLC - Name: Robert Skypala License No.: 43858-ME Address: 425 County Road 39A, Southampton, NY 11968 Phone No.: 63.1-771-5152 JOBSITE (NFORMATION: (*Indicates required information) *Name: Lorraine Haeg *Address: 95 Apple Court, Southold,NY 11971. *Cross Street: Jasmine Lane *Phone No.: 631-765-6856 Permit No.: Tax-Map District: 1000 Section: 69 Block: 3 Lot: 18 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Roof mounted solar electric system 29 LG Electronics LG290-NIC-G3, 1'SMA SB380OTL-US-22 AND ISM SB4000TL-US-22 8,410 WATTS (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In ED *Do you need a Tem Certificate: Y p YES NO Temp Information(If.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request forinspecUon Form TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB LOT L o rrCo n e ecXteC�u Soa -�a �d S �ou���c � � ( �� s � ,f ACR. REMAVKS _ 207q6- -OMI'161 du)e-th' 71,qlq.?- f TYPE OF BLD.PROP. CLASS Mn f)r, rn p- %8p C?,2 co t a c Bess. cal LAND IMP. TOTAL DATE1 (k 0• fer&h M t-a dCt f!P-,04 P-W-307 �rz6G A is IqB Cam7 Cz,—p- 4 Z-7 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND ,�*� BULKHEAD HOUSE/LU I 031 TOTAL 13 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ . +. ..,,;; fid---� ,�` ry ( ._,- ,•s '_,• - Em■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■MMMMMMM■■■■■■■■■■■■■■ . $Ppb^+4r''?^ ,'e ,mom i4.•... " ■■■■■■■■■■■mu■m■m■■■■■■■■■■■■■■■ ■■■■■■■■■■■amccm■■■�■■■■■■■■■■■■■ } e •c" {- • • ■■■■■■■■■esu■■u m■■il■■■■■■■■■■■■■ ■■■■■■■■■■■(■■■'■MMM■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Foundation w Basement �8RAWL • � SLAB ®� .. Ext. Walls Interior Finish • Fire Place r MA MRA�M Woodstove Rooms 1st Floor • -' Myr ® _ GREENLOGIC® ENERGY September 29, 2014 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Lorraine Haeg who has engaged us to installer roof-mounted solar photovoltaic (PV) electric system at her home at 95 Apple Ct, Southold. 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 (LG290) • 2 Spec. sheets of the inverter (SMA SB4000TL/SB3800TL) • 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 • InstallationMManager's Master Electrician's License • Check for$100 ($50 Building Permit/$50 CO) • Application for Electrical Inspection with a check for$100 Please let us know if you need anything else in connection with this application. Yours truly, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 ext. 120 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd.39A 200 S. Service Rd.,#108 Southampton, NY 11968 Rosyln Heights, NY 11577 pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 �y�4UNTV,�� December 16, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Greenlogic LLC 425 County Rd 39A Southampton NY 11968 Re: Haeg, 95 Apple Ct, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: *"Nt�3�TE-• : kation,reguired fiem[anmngirLeerrstafiinait mean a-e st t to oof-peam fNtll`N -C--ode 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 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT— 39272 - Solar GRE NLOGIC® ENERGY December 18, 2014 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39272 'Lorraine Haeg 95 Apple Court, Southold, NY To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Lorraine Haeg'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 r- E C E E 4a � DEC 2 3 20.14 BLDG.DEPT. T01�dN 0�SOtI�TMO_ L� GREENLOGIC LLC ®www.Green'Logic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd.39A 200 S.Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 I ?FF �o4,. 3s : • f a s I j , AREA= 10;093 sq.ft. I CER`TIF/ED TOf f L ORRAINE, A. HAEG THE LONG ISLAND SA VINGS BANK FSB ! SUPERIOR ABSTRACT CORPORATION TRW-S-543938-7 SCO(?I/EY OF LOT 7 ®'MAP OF SOUTHOLD MAS - FILEDJUNE 25, 1992 9237 JI�IAP'deB� . -- Prepared-in, accordance with the -rrpinimum � - - - - - - standards for -title surveys as established A T,SOUTHOLD by the L.I.A.L:S. and approved and adopted - TOWN O S�(fTH�L� for such use by The New York Slate Land Title Association. .SUFFOLK COUNTY N. Y Th.e wafer supply and sewage disposal 1000 - 69 - 03 - 18 f systems for This residence will conform I to the standards of The Suffolk County Scab; Iii s J01 Department of Health, Services, i1'ch 11, 1992 JULY 15, 1992 (foundatio7) k =�The .locations of welis and, cesspools. shown hereon are from field - observatlons and or from date obtained from o/hers. OC f. 24,1992'(f inal) OF NEW SUFFOLK COUNTY DEPARTMENT OF HEALTH, SERVICESMeet FOR APPROVAL OF CONSTRUCTION ONLYrZCF T - /. 92O 44 Y.S. LIC. NO. 49618 f� pATE; HS REF. N0. RS,: P.C. 150 i y :APPROVED- D - revise lox number 12/08/92 -'So Y. 119.71 A, Z. Suffolk County Executive's 0 ce o ConsumerAffairs Mt, &F V VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEWYORK 11788 DATE ISSUED: 5/25/2006 No. 40227-H SUFFOLK COUNTY Home Improvement Contractor License YZ This is to certifv that MARC A CLEJAN doing business as GREEN LOGIC LLC having ftumished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR,in the County of Suffolk. Additional Businesses NOT VALID WITHOUT D)�PARTMENTAL SEAL AND A CURRENT WWR n CONSUNAER,AFFAIRS —0 ID CARD IN Director f 1 N-44, pg' r.'�-4 N, 's RJ CERTIFICATE OF LIABILITY INSURANCEF02103120IM4 DATE(M /DDmrYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT ME: Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE631 941.4113 Fax 631 941405 P.O.Box 850 AppgE , brookhaven.agency@verizon.net 150 Main Street PRODUCER East Setauket NY 11733 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B:Merchants Preferred Insurance Co. 425 County Road 39A,Suite 101 INSURER C:First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D:National Union Fire Insurance Co.of PA INSURER E:AGCS Marine Insurance Co. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rA ADDL SUB POLICY EFF POLICY EXP LIMITS TYPEOF INSURANCE POLICY NUMBER DD M DD GENERAL LIABILITY EACH OCCURRENCE 1,000,000 X COMMERCIAL GENERAL LIABILITY Y Y EGGCC000076914 01131/14 01/31/15 DAMAGE TO RENTED $100,000 CLAIMS-MADE FX—]OCCUR MED EXP(My one erson $5,000 X XCU I PERSONAL&ADV INJURY $1,000,000 X Broad Form Contractual Liab GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY FX PRO- LOC $ AUTOMOBILE LIABILITY (a accident)INGLE'.LIMIT $1,000,000 B X ANY AUTO CAP1043565 06/12/13 06/12/14 BODILY INJURY(Per person) $ ALL OW NED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY X HIRED AUTOS (Pena accident) $ X NON-OWNED AUTOS $ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $1,000,006 D EXCESS LIAB CLAIMS-MADE y y BE080717268 1131/14 1131/15: AGGREGATE $1,000,000 DEDUCTIBLE RETENTION $ WORKERS COMPENSATION We STATU- I JOTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIV� N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT It C NYS Disability D251202 4/11/13 4/11/14 Statutory Limits E Installation Floater/PropertyAPP34420120 4115113 4/15/14 $200,000 $2,500 Ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF'SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE C 1988-2009 ACORD CORPORATION. All rightsreserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 203801194 GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A STE 202 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12226371-9 324327 08/11/2014 TO 08/11/2015 8/15/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2226 371-9 UNTIL 08/11/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE'STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TOOPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 08/11/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. 1 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cerUcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:33393451 U-26.3 - Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT 3 SKYPALA doing business as GREENLOGIC LLC - f 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 "1 the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL ANDA'CURRENT CONSUMER AFFAIRS I0 CARD ( a � Director /f Pacifico,Engineering PC Engineering Consulting 00 Lakeland Ave, Suite 2BC t _. Ph:631-988-0000 ohemia, NY 1171 fiI14 ` ...G c Fax:631-382-8236 pacificoengineering.com - - - solar@pacificoengineering.com September 22,2014 Town of Southold APPROVED AS NOTED Building Department 4375 Route 25, P.O. Box 1179 DATE: �� B.P.# R22 `� Southold, NY 11971 ubject: Solar Energy Installation forNOTIFY BUILDING DEPA TM NT T Lorraine Haeg 765-1802 8 AM TO 4 P'"' 10 95 Apple Court FOLLOWING INSPECT IONS: o k. 3 Southold, NY 11971 �' 18 1. FOUNDATION - TWO REQUIRED OptFOR POURED CONCRETE r ,� ' 2. ROUGH - FRAMING & PLUMBING -�� $6 ' ® 4. FWAL3. �TCO -I ���r, CONSTRUCTION MUST �' N '�'� , p�5 9 `� BE COMPLETE FOR C.O. " ,S Wl� ALL CONSTRUCTION SHALL MEET THE ® cupAN REQUIREMENTS OF THE CODES OF NEW ®� YORK STATE. NOT RESPONSIBLE FOR I have reviewed the roofing structure dDM(sUb'Wt 90.tfslB iEig*UoT&i3( SR.support the additional weight of the f mounted system.The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A B C Mean roof height 19 ft 19 ft loft Pitch 8 in/12 8 in/12 5 112 in/12 Roof rafter 2x8 2x8 2x8 Rafter spacing 16 inch on center 16 inch on center 16 inch on center Reflected roof rafter span 11.5 ft 10.7 ft 9.1 ft Table R802.5.1(1)allowable max 16.8 ft 16.8 ft 16.8 ft he climactic and load information is below: CLIMACTIC ANDWind Live load, Ground point 3 pnet30 per GEOGRAPHIC DESIGN Category Snow Load, Speed, pullout Fastener type sec gust, ASCE 7, CRITERIA Pg mph psf load,Ib Roof Section A C 20 120 33 711 (2)#14-13 x4.5"DPi Concealer Screws B 33 434 (2)#14-13 x4.5"DP1 Concealer Screws C 61 801 (2)#14-13 x4.5"DP1 Concealer Screws ei ht Distribution of: NEttir array dead load 3.5 psf H PAcj ®,p load per attach&�Thy 1\9?1-A1r-11bALL CODES OF c Panels mo0bE-,dv�kYsGS1(oFfT&Ti'g-h&tTi�l�h'ii c' Q � surface. �oREQUIRED alph Pacifico, z 2� Professional Engineer _ �`� 0 R eer SoN 06 Sw?,�VI.0 I ,, , �s N. . . GREENLOGICO ENERGY GreenLogic,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Surface#1: Total System Size:8.410kW Array Size:3.770kW 1 string of 7 and 1 string of 6 on SB380OTL Azimuth: 118° Pitch: Monitorinrin g System: 2 SMA Panel/Array Specifications: Panel:LG 290N1C-G3 Racking:UniRac SunFrame Panel:64.57"X 39.37" Array:173'X 16'9t16" Surface:15'11"X 20'2" Magic#:PORTSCAPE Legend: ® LG 29OW Panel ® UniRac SunFrame Rail • 20 Eco-Fasten QuickFoot ---------------xVV 2x8'Douglas Fir Rafter 16°O.C. Notes: Number of Roof Layers:2 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, SMA Added Roof load of PV System:3.5psf EngineedArchitect Seal: OF NE N PAc, 0�� r I � t z Odo C6618`L ���ES S10NP Drawn By:MB rawing#1 of 11 Date:8/31/2014 REV:A Drawing Scale: 1/4"=1.0' GREENLOGICO ENERGY GreeeLogic,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Surface#1: Total System Size:8.410kW Array Size:3.770kW 1 string of 7 and 1 string of 6 on SB380OTL Azimuth:118° Pitch: rin Monitoring System: ?' SMA Panel/Array Specifications: Panel:LG 290N1C-G3 Racking:UniRac SunFrame Panel:64.57"X 39.37" Array:173"X 16'9/16" Surface:15'1 11"X 20'2' Magic*PORTSCAPE Legend: ® LG 29OW Panel ® UniRac SunFrame Rail • 20 Eco-Fasten QuickFoot 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:2 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, SMA LL Added Roof load of PV System:3.5psf EngineedArchitect Seal: LOF NEFIA W Y r ' z 2��4A 0661 q'OFESSIONP Drawn By:MB Drawing#2 of 11 Date:8/31/2014 REV:A Drawing Scale:1/4"=1.0' GREENLOGIC" ENERGY GreenLogfc,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Surface#1: Total System Size:8.41 OkW Array Size:3.770kW 1 string of 7 and 1 string of 6 on SB380OTL Azimuth:118° Pitch: Monitorinrin g System: ?' SMA 2 Panel/Array Specifications: Panel:LG 290N1C-G3 Racking:UniRac SunFrame Panel:64.57"X 39.37" Array:173"X 16'9/16" Surface:15'11"X 20'2" Magic#:PORTSCAPE Legend: 2 1 ® LG 29OW Panel ® UniRac SunFrame Rail -V\7 77- • 20 Eco-Fasten QuickFoot B2x8"Douglas Fir Rafter 16°O.C. Notes: Number of Roof Layers:2 Height above Roof Surface:4" 1 Materials Used:Eco-Fasten,UniRac,LG, SMA Added Roof load of PV System:3.5psf EngineerlArchitect Seal: Of NEW PA Y 0 W 0 Zs�pA 066182 P�2 FES Drawn By:MB Drawing#3 of 11 Date:8131/2014 REV:A Drawing Scale: 1/4"=1.0' GREENLOGIC40 ENERGY GreenLogic,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Surface#2: Total System Size:8.410kW Array Size:2.320kW 1 string of 8 on SB4000TL(Shared With S3) Azimuth:118' Pitch:34° Monitoring System: 2 SMA Panel/Array Specifications: Panel:LG 290N1C-G3 Racking:UniRac SunFrame Panel:64.57"X 39.37" Array:13'9/16"X 10'10 5/8" Surface:15'X 14'5" Magic#:40.12" Legend: ® LG 29OW Panel ® UniRac SunFrame Rail • 20 Eco-Fasten QuickFoot B2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:2 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: �pF NEW Y ���'��H Pac,,��co,p� r— 2 t 2 ;0 00 06616% q�fi�SS10�P Drawn By:MB Drawing#4 of 11 Date:8/31/2014 REV:A Drawing Scale: 114"=1.0' GREENLOGIC`' ENERGY GreenLogic LLC Approved Lorraine Haeg 95 Apple Court Southold,N-Y.11971 631.765.6856 Surface#2: Total System Size:8.410kW Array Size:2.320kW 1 string of 8 on SB400OTL(Shared With 83) Azimuth:118° Pitch:34" Monitoring System: SMA PaneUArray Specifications: Panel:LG 290NiC-G3 Racking:UniRac SunFrame Panel:64.57"X 39.37" Array:13'9/16"X 10'10 518" Surface:15'X 14'5" IK Magic#:40.12" Legend: ® LG 290W Panel ® UniRac SunFrame Rail • 20 Eco-Fasten QuickFoot 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:2 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: HII fifil III II T III cl I .��of: NEW y �N PAC���C 0 r i m a 06618`Z PSS S10�P Drawn By:MB 1 Drawing#5 of 11 Date:8131/2014 REV:A. Drawing Scale:114"=1.0' GREENLOGIC4 ENERGY GreenLogic,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Surface#2: Total System Size:8.41OkW Array Size:2.320kW 1 string of 8 on SB4000TL(Shared With S3) Azimuth: 118° Pitch:34° Monitoring System: 2 SMA 3 Panel/Array Specifications: Panel:LG 290N1 C-G3 Racking:UniRac SunFrame Panel:64.57"X 39.37" Array:13'9/16"X 10'110 5/8" Surface:15'X 14'5" 3 Magic#:40.12" Legend: ® LG 290W Panel ® UniRac SunFrame Rail • 20 Eco-Fasten QuickFoot 3 2x8°Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:2 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, 3 SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEWY �Qtra PAC��i 4'Q G6618S 4�i�C3 R�r SSIO Drawn By:'MB Drawing#6 of 11 Date:8131/2014 REV:A Drawing Scale:1/4"=1.0' GREENLOGICO ENERGY GreenLogic,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Surface#3: Total System Size:8.410kW Array Size:2.320kW 1 string of 8 on SB4000TL(Shared With S2) Azimuth:208° Pitch:25` Monitoring System: SMA PaneUArray Specifications: Panel:LG 290N1C-G3 Racking:UniRac SunFrame xxx Panel:64.57"X 39.37" Array:1012 5/8"X 16 3" Surface:12'X 20'4" magic*40.12" Legend: LG 29OW Panel UniRac SunFrame Rail • 19 Eco-Fasten QuickFoot B2x8'Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEWr C2 N PA r^ LU d 066182 pR�%`ESSIONP� Drawn By:MB Drawing#7 of 11 Date:813112014 REV:A Drawing Scale:1/4"=1.0' GREENLOGICO ENERGY GreenLogic,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Surface#3: Total System Size:8.410kW Array Size:2.320kW 1 string of 8 on SB4000TL(Shared With S2) Azimuth:208° Pitch:25" Monitoring System: SMA Panel/Array Specifications: Panel:LG 290N1C-G3 Racking:UniRac SunFrame Panel:64.57"X 39.37" Array:10'2 518"X 16'3" Surface:12'X 20'4" -eE 11< 7T Magic#:40.12" Legend: ® LG 29OW Panel ® UniRac SunFrame Rail • 19 Eco-Fasten QuickFoot 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEyy Y rr m SS1�NP Drawn By:MB Drawing#8 of 11 Date:8/31/2014 REV:A Drawing Scale:1/4"=1.0' GREENLOGIC" ENERGY GreenLogic,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Surface#3: Total System Size:8.410kW Array Size:2.320kW 1 string of 8 on SB4000TL(Shared With S2) Azimuth:208° Pitch:25° Monitoring System: ,v SMA Panel/Array Specifications: Panel:LG 290N1C-G3 Racking:UniRac SunFrame 4 Panel:64.57"X 39.37" Array:10'2 518"X 16'3" Surface:12'X 20'4" Magic#:40.12" Legend: ® LG 29OW Panel 4 — UniRac SunFrame Rail • 19 Eco-Fasten QuickFoot Ba 2x8°Douglas Fir Rafter 16"O.C. Notes: 4 Number of Roof Layers:7 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEIN Y w Pa COc�F'co9� • r– 1 2 F� 0661 l2. v �cr-E'SSti�NP Drawn By:MB Drawing#9 of 11 Date:8/31/2014 REV:A Drawing Scale: 1/4"=1.0' GREENLOGIC' ENERGY GreenLogic,LLC Approved Lorraine Haeg 95 Apple Court Southold,N.Y.11971 631.765.6856 Total System Size:8.410kW XB1ff 1 string of.7 and 1 string of 6 on S63800TL 2 strings of 8 on SB4000TL(Shared w/S2 and 83) Azimuth: 118" Pitch:" 2 Monitoring System: SMA Panel/Array Specifications: IV�tatalli�t CUl�il11+d9�aiallist � FORFtl0jtkFbctSgj3eAutrllT8aIs ED Panel:LG 290N1C-G3 &),FgbgtQj&WSadir 9 Racking:UniRac SunFrame Panel:64.57"X 39.37" #14 "�I Qx>WaSQC1N z18 E�fi�1Qid6C��aeRate Legend: ® LG 29OW Panel ® UniRac SunFrame Rail • 59 Eco-Fasten QuickFoot 8 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:S1,S2:2 S3:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: SOF NEy�Y N Q�� PA C2 W c� PESSI Drawn By:MB Drawing#10 of 11 Date:8/31/2014 REV:A Drawing Scale:114"=1.0' GREENLOGICC" ENERGY GreenLogic,LLC Approved Lorraine Haeg 95 Apple Court 8 LG 290w Panels Southold,N.Y.11971 631.765.6856 XXAi Total System Size:8.410kW i 1 string of 7 and 1 string of 6 on SB380OTL I 2 strings of 8 on SR4000TL(Shared w/S2 I and S3) Vxx I Azimuth:118° Pitch:" Monitoring System: Z I SMA 1 I PaneYArray Specifications: I 18" Service Walkway panel:LG 290N1C-G3 Racking:UniRac SunFrame I Panel:64.57"X 39.37" I I Legend: ® LG 29OW Panel ----------- --------- UniRac SunFrame Rail 2 SMA Inverters located 0 59 Eco-Fasten QuickFoot in basement adjacent to 8 2x8"Douglas Fir Rafter 16"O.C. main electrical panel Notes: Number of Roof Layers:S1,S2:2 S3:1 xxx X Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac,LG, xxx SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: of NE�v Y ��Q. �N PAC�,cic�'Q *. * 13 LG 290w Panels Cr 8 LG 290w Panels m 2 010 0ti 61 ZZ 2� ROFSSIO'k,P Drawn By:MB Drawing#11 of 11 • Date:8/31/2014 REV:A Drawing Scale:1/4"=1.0' dOTPIi1+ E?E � 1 Shing of�7 LG,290W panels 2030s1Natts `` � �p� String o 6 W LG;290 panels 1740 Watts r itla, �; Array#otal�of 3,770 Watts � .� a All panels to tie grounded as�pe°r "�'2,30 AMP two pole. DC switches from ,panels to��nverter F F �� SMA SB38000TL US 22 INVERTER � � - 240 VAC 240 UAC from inverter to a 30;. Amp�switch near utility meter-- r ., r t Haemo= 2 Stria sof 8 LG 290 W panels, Each string 2320 watts < ofd IV, Array total of',640 Watts; W, t anels r Ir - � �,II panels to be=°. grounded asiper NEG code �2 30 RMP two,pole ; DC switches from N"�panels to�nverter ,r F-Ul F MA SB4000TL US 2`2�INVERTER 240 VAC 240 UAC from mveiterto Am04switch neacu 11 meter,' s r: ''-: _; AIIA 7110 ��}�054 f 7t ¢ . E � k P m f Nk Ek a tl = a it ,, R by P t� v a x w � m xu } z THE��IM'.ORLD'SONL �ys SEWE ar -_. IY91 I .jw tik�E'.. til ' s':?„ "':{!Pp a flo F�w,'- wihl�d t & }y "€ tial u ry ''TtII@CI ` � z �11170q�iYP. 4: ���' POW6PfU,�I i I� xq" I�PIeXIbI@r �4 u"1 3b o,, IP;x ax m;���N" .a hili 6i IVIS t, s 9 �uv �r �a .�UL 174Trand 1b99Bcomptiant! Secure PowerSuplyprov}des°,; •;9721 maximum efficiency a-= E Two"MP.Pirackeisprov�de -, Int {rdtecl`AFCIm etstlie*re vire an"�a� da ime: owerdurin ridoutaes W,,dein utvaltale`tangev " a numerous designoptionsa uA eg _ 4 Yi u.P. 9 9 .9 P 9 .„ Shade mono ement with O tiTrac Extended o ratio ments of NEC 2011:69011,' Is1. 9 P,,,, P�„ ,9 Global"Peak MPP'trackmg ^ temperaturetange' SUNNY BOY 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US Setting .new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step,in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTraCm Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power Supply feature provides daytime power in the event of a grid outage.High performance,flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. ENGINEERED 1-7 IN GERMANY ASSEMBLEDER IN THE USA® AM a�w t = y THE NEW SUNNY BOY TL US RESIDENTIAL SERIES , n. � HAS YET AGAIN i� y,.,i � a REDEFINED�THE CATEGORY�4 Oki v �mu g Y. A NEW GENERATION OF INNOVATION Transformerless design produced in all types of climates and for Leading monitoring longer periods of time than with most and control solutions The Sunny Boy 3000TL-US / 380OTL-US traditional string inverters. / 4000TL-US / 5000TL-US / 6000TL-US The new TL-US residential line features more are transformerless inverters, which means Secure Power Supply than high performance and a large graphic owners and installers benefit from high display. The monitoring and control options efficiency and lower weight. A wide input One of many unique features of the TL-US provide users with an outstanding degree of voltage range also means the inverters will residential series is its innovative Secure flexibility. Multiple communication options produce high amounts of power under a Power Supply. With most grid-tied inverters, allow for a highly controllable inverter number of conditions. when the grid goes down,so does the solar- and one that can be monitored on Sunny powered home. SMA's solution provides Portal from anywhere on the planet via an Additionally, transformerless inverters have daytime energy to a dedicated power outlet Internet connection.Whether communicating been shown to be among the safest string during prolonged grid outages, providing through RS485,or SMA's new plug-and-play inverters on the market. An industry first, the homeowners with access to power as long WebConnect, installers can find an optimal TL-US series has been tested to UL 1741 and as the sun shines. solution to their monitoring needs. UL 16998 and is in compliance with the arc fault requirements of NEC 2011. Simple installation Increased energy production As a transformerless inverter, the TL-US residential series is lighter in weight than OptiTrac'm Global Peak, SMA's shade- its transformer-based counterparts, making tolerant MPP tracking algorithm, quickly it easier to lift and transport. A new wall adjusts to changes in solar irradiation,which mounting plate features anti-theft security mitigates the effects of shade and results in and makes hanging the inverter quick and highertotal power output.And,with two MPP easy.A simplified DC wiring concept allows trackers, the TL-US series can ably handle the DC disconnect to be used as a wire complex roofs with multiple orientations or raceway,saving labor and materials. string lengths. The 380OTL-US model allows installers to An extended operating temperature range maximize system size and energy production of -40 'F to +140 °F ensures power is for customers with 100 A service panels. 1�, ( Sunny Boy 3000TL US Sunn y Boy 3800TL US Technical data 208 V AG Input(DC) Max usable DC power(@cos kP 1) 3200 W } 4200 W f Max DC voltage t b00 V _.. - -. _ 480vV . —: Rated.MUT voltage range _ _ _ 175' 480 V t,, 1,75 More efficient 125 V 500 V,. t J.25.Y 500 V Mm DCuvoltage stdrtvoltage _ a. _. ,}C_ z_ -_1, Y25 /150 V _ Number oj,MPP tradters/strings per MPP tracker Output(AC) ®� AC nominal power 3000 W m 3330 W {� 3840 W _ .,,.,1 Max_AC,apparenrt,powe , _ i 3000 VA 1 _ 3330 YA 3840 VA w r ®® ? Nominal AC volts e,_ad'ustable _ 208 V/ _._ 1_.24.0 V/•' E, 208 V/ ; 2_40 V/•,`_ 9 / 1 „AC voltage range ) 183 229Vai 211 264V t~183 229V �' 2]'1 264 Y.„1 _ _ w _ Shade managementAC grid frequency range _60 Hz/59 3 60 9 Hz ( 60 Hz/59 3, 60 5 Hz _ Max.out ut current__, p y 1 j Power factor(cos' Harmonics Efficiency Max eft ciency„ 96.8% 97.1% „!' 96.8% CECefficiency, 5/ 46/0 96: 96/ 9b 5I - Protection devices. _ DC disconnection device • Easier DC reverse�polarity protection • .i Ground,fault monitoring/Gr d monitoring _ _ /• _, __. AC shortcircuiT protection t All pole sensitive,residual,current monitoring unit1 ._ __. __, !_ fault cr "cu mterrupter(AFCI ),compliant to UL,1699B Arc ._ tionclass/oveivoltage category ® General data - _ __.. - Dimensions(WhH/'-D),inmmji,n),_,_, DC as dimensions(W I H/D)_in mm(in) _ _;___ „__. Broad temperature range - - ""'� -'�- j f,ackmg,dimeastons(W/H }n mm(m) 597/266 (24 3/23 5/10 5J j DC Disconnect ackq dimens}ons W H D m mm' m 370 240 280 JL44 9 4' 1 1 0 r_ Weight/DC Disconnect,weight __ _ _ L _ _24 kg,(53 Ib)./_3 5 kg'(8 Ib) _ Packing weight I DC;Disconnect,packing weight _ r _ _Operating temperature range _ 40 C +60 C„( 40 F +140 Fj _Noise emission(typical) S 25 dB(A) <25 dB(A) { -- Internal consumption at night _ k[ <1 WL, <1 W _„Topologg Tr6nsformerless � Transformerless _. Cooling conce t Convection Convection P _ _ Secure Power Supply -.Electronics protectionrating_., _._ r_ _ t r,, __. NEMA 3R .'_ .� _ , _ NEMA 3R __ Features f° SecuretPowerSuPP)Y m. • . . r - • - _._ �. s- _ Display g. P -_�__ _ __J _ • € Interfaces,RS485/,Speedwlre/Webconnect _,,j L __V�arranty;l0/IS["20 years_,_„___,__ _._t_W-._.. .!Ia/� l�. ._•��lo_ _� � � tl 11L7741 UL 7998 UL 169981EEE1547 r{C P00!5 dauA88}CAN/G54C22210711 _Certificates and permits(mare available- requestj _, _ _ _.. . __I..._ ... w ' NOTE-US inverters ship with gray ids _ -.. Flexible communications -"TYPe designation, „z;„,„,_ _,... _.._ k t_n „SB 30QOTL�US 2,2_,_ j�_ ,_, , ,,513 3800TL US•22, __j Technical data continued on back ' a 'r ----------------------------------------------`---- r-----------------------------i Efficiency curve SUNNY BOY 5000TL-US>-----------------------------1 ACCe550P105 98 _ Speedwire/Webconnect RS485 interface 96__.. .... ,_ -,..--.,. interface DM-485CB-US-10 _ SWDM-US-10 94 92 97 u - 291 Fan kit - 90 ---- - --- - "o �+' FANKIT02-10 f 88-e ---„ ' Ela tvw-,175 V) 95 �..' Eta(V„-400 v) t 480' o, 86.:,__ .__,.._..I..-.. Eta IV,n-480 V).-,. ; v-IV] `-_ ui 0.0 0:2 0.4 0.6 0.8 1.0 s; •Standard feature 0 Optional feature -Not available t---------------------------------------------Output power/Rated power :. ------------------------------------------------------------ Data at nominal conditions Technical data Sunny Boy 4000TL-US Sunny Boy 5000TL-US Sunny Boy 6000TL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max.usable DC power(@ cos(p=1) 4200 W 5300 W 6306 W Max.DC voltage 600 V 600 V 60OV' Rated MPPT voltage range 175-480 V 175 7 48,0 V 210„-„480 V„ MPPT operating voltage range 125 V-500 V 125 V-500 V 125 V-500 V Min.DC voltage/start voltage 125 V/150 V 125 V/150 V 125 V/150 V Max_input current/per MPP tracker 24 A/15 A 30 A/15 A 30 A/15 A Number of MPP trackers/strings per MPP tracker 2/2 Output(AC) AC nominal power _ 4000 W 4550 W 5000 W 5200 W 6000 W Max.AC apparent power 4000 VA 4550 VA 5000 VA 5200 VA 6000 VA Nominal AC voltage/adjustable, 208 V/• 240 V/• 208 V/• 240V/* _ 208 V/• 240 V/ • - AC voltage range 183-229 V 211 -264V 183-229 V 211 -264 V 183-229V 211 -264 V °o AC grid frequency,range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz- 60 Hz/59.3-60.5 Hz Max.output current 20A 22A 25 A Power factor(cos y) 1 1 1 ; ° 3 Output phases/line connections 1/2 1/,;2 1/2 Harmonics <4% <4% <4% Efficiency ° Max.efficiency 96.8% 97.2% 96.8% 97.1% 96.8%* 97.1 CEC efficiency 96% 96.5% 96% 96.5% 96%* 96.5%* o Protection devices DC disconnection device • DC reverse-polarity protection 9 = Ground fault monitoring/Grid monitoring •/• a AC short circuit protection • _ _ _ _ All-pole sensitive residual current monitoring unit • u s Arc fault circuit-interrupter(AFCI)compliant to UL 16998 Protection class/overvoltage category I/IV General data g Dimensions(W/H/D)in mm(in) 490/519/185 (19.3/20.5/7.3) > o< DC Disconnect dimensions,(W/H'/D)in mm(in) 187/297/190 (7.4/11.7/7.5) Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23.5/10.5) _ DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14.6/9.4/11.0) -- Weight/DC Disconnect weight 24 kg (53 Ib)/3.5 kg (8 Ib) Packing weight/DC Disconnect packing weight 27 kg (60 Ib)/3.5 kg (8 Ib) a E Operating temperature range -40°C.-.+60°C (-40°F.,,+140°F) v o Noise emission(typical) <25 dB(A) <29 dB(A) <29 dB(A) _ Internal consumption at night <1 W <1 W <1 W Topology Transformerless Transformerless Transformedess Cooling concept Convection Convection Active Cooling Electronics protection rating NEMA 3R NEMA 31Z NEMA 3R °} Features Secure Power Supply • • • Display:-graphic • • • Interfaces:RS485/Speedwire/Webconnect 0/0 9/0 0/0 0 Warranty„:10/15/20 years 0/9/0 4/0/0 6/0/0 Certificates and permits(more available on request) UL 1741,UL 1998,UL 16998,IEEE1547,FCC Part 15(Class A&B),CAN/CSA C22.2 107.1-1 *Preliminary data as of February 2014.NOTE:US inverters ship with gray lids 8 Type designation SB 4000TL-US-22 SB 5000TL-US-22- SB 6000TL-US-22 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC -r- TaM a nv fril) ;Fk UV n ,� Code-Compliant Installation 1Vlanua1809 & , _ a a r, _ �4w ' • !&W IN Table of Contents i.Installer's Responsibilities.................................................................2 Part I.Procedure to Determine the Total Design Wind Load ......................................3 • Part II.Procedure to Select Rail Span and Rail Type.............................................10 Part III.Installing SunFrame........................................ ....................14 0 N U N I RAC ANO ■• Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. 1 ®UNI AC 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). QThe installer is solely responsible for: • • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof,including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation.Parameters, such as snow loading,wind speed,exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. vas 2 SunFrame Unirac Code-Compliant Installation Manual U N I R C 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(Psi_/1Kzr7pnet3o pressures on components and cladding in this document. pnet(Ps.0=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=1 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in 2.The building must be enclosed,not an open or partially the last 50 years. enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height 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. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary(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. 3 ul-UNI [ Unirac Code-Compliant Installation Manual SunFrame rk' ✓ 90(40) 100(45) 85 mph- Ny 1;(38 m/s) y 110(49) 120(54) a =90'mph eke, 00n/ 90 mph (40 m/s) a �t 130(58) •� '140(63) \ 3 Miles per hour 1 (meters per second) Figure 1.Basic Wind Speeds.Adapted and 130(58) applicable to ASCE 7-05.Values are nominal 140(63) 160(67) 140(63) design 3-second gust wind speeds at 33 feet 150(67) above ground for Exposure Category C. 150(67) "OR 1500 i t1 Special Wind Region 80(40) 100(45) 136(58) 110(49}120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Setback Length,a(ft), according to the width and height of the building on which you are installing the pv system. Table 1.Determine Roof/Wall Zone,length (a)according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 _71-7& 12` 67711:01. 15 _ 3 3 3 3 3 4 5 6 6 6 6 ^6 6 6 7 8 12� 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10_ 12 16 20 �3__. _,�_.3__'�3 3,_��4_..mv..5_____6�.��,�8�..£.�9 s.�,_1012:.�..,•..�12 x,12 12' _12'__.�I.6._�20� 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 3x.�,�3 >3 73__,__..4,�— 45 33� 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 m _ _ w _. (_0 F2—S 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. Page 4 SunFrame Unirac Code-Compliant Installation Manual p:-U N I 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 :5 270) „ s.gb tb x! Th �R s qa h Q j ,a:- Gable Gable Roof(0 <_ 70) N' Gable Roof(7° <0 <_ 45°) I a sd �� h a a� �a . c' ❑ Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 Roofs-Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. n Step 4:Determine Net Design Wind Pressure,pnet30 Both downforce and uplift pressures must be considered (psO 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 ::°U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pner3o(psQ Roof and Wall Basic Wind Speed,Y(mph) 90 100 IIQ I 120 130 140 ISO 170 r WindArea Zone (sn Dov(nforce.�Uplik)Downforce Uplift (Downforce Uplift '.Downforce Uplift Downforce, Uplift Downforce Uplift Downforce gUp,hDownforce Uplift � I 10 51,91', 1�4 6 7.3 -18.0 8 92 18 10.5 -25.9 X12 4, 30 4 14.3 -35 3 Irl 6 5 -40 5 21.1 -52.0 1 20 X 5 6 14 2 > 6.9 -17.5 �8 3 21 2 9.9 -25.2 �116'", 29 6" 13.4 -34.4 15 4 39,4. 19.8 -50.7 iu I 50 5 1, f1'3 J 6.3 -16.9 , 7 6 =20 5 9.0 -24.4 10.6. 28 6 12.3 -33.2 14 1 =38 118.I 48.9 bo 1 100 �4 7 -13'.3 : 5.8 -16.5 7.0 ' =.19.9. ! 8.3 -23.7 9.8"� 27 8 11.4 -32.3 13 0 -37.0 16.7 -47.6 -0 2 10 ,5 9 24`4= 7.3 -30.2 8 9 =36 5 > 10.5 -43.5 12 4 5 10� 14.3 -59.2 'ted-6.5"';, 67�-9 21.1 -87.2 c 2 20 5 6 21 8 6.9 -27.0 8 3 =32 6 9.9 -38.8 ` I I:6° -45 6`, 13.4 -52.9 P5 4j -60 T 19.8 -78.0 c 2 50 5 I -;IRA 6.3 -22.7 17.W 27 5 9.0 -32.7 , 10 6: 38 4 12.3 44 5 r 14L 1 -5] 118.I -65.7 c 2 100 4 7 158 5.8 -19.5 € 7 023 6 18.3 -28.1 9 8 33 0 11.4 -38 2 pr63 0 -43�9 16.7 -56.4 3 10 5 9 36:8 7.3 -45.4 8 9 -55 0 = 10.5 -65.4 12 4: 76 8 14.3 -890 16 5 102 2# 21.1 -131.3 3 20 5 6 -30;5 ., 6.9 -37.6 4'83 45 5 9.9 -54.2 11.6" 63 6� 13.4 -73.8 U15 4 94,7',' 19.8 -108.7 3 50 '51 -22,1,. 6.3 -27.3 V7 6 33 IA 9.0 -39.3 10.6 -46 2 12.3 -53 5 14 I 61.5 18.1 -78.9 3 100 :�4 7 15 8 5.8 -19.5 `7 0 23 6 8.3 -28.I .9.8�' 33 0 11.4 -38 2 13 0 43;9 16.7 -56.4 1 10 84 6'3 10.4 -16.5 125 =199 14.9 -23.7 17.5 278, 20.3 -323 X233 37.01 30.0 -47.6 I 20 X77 l0 9.4 -16.0 114 ,=19 4.' 13.6 -23.0 16A 27 0 18.5 -31 4 w-.21 3 36:0, 27.3 -46.3 d I 50 6 7 12.5 ` 8.2 -15.4 =10 0 "=18 6, 1 1.9 -22.2 13 9� 26.0 a 16.1 -30.2 18 5 346 23.8 -44.5 2. 1 100 X5 9 12 1` 7.3 -1.4.9 8 9 S I 10.5 -21.5 12:4j, '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 34 7 14.9 -41.3 17:5 48.4- 20.3 -56.2 33 3 3`1 30.0 -82.8 2 20 7 7 214. 9.4 -26.4 ISI 4 =3 19 13.6 -38.0 18.5 -51.7 3 59:3 27.3 -76.2 2 50 6 7 8.2 -23.3 I 0 0 X28 2 I'1.9 -33.6 13 9' 39 4 a 16.I -45 7 18 5, 52:5 23.8 -67.4 c 2 100 7.3 -21.0 f"8;9 X25 5 10.5 -30.3 112.4 5.6 14.3 -41.2 =1'65,1�, -47,3 21.1 -60.8 cc 3 10 8 4 34 3, 10.4 -42.412 5 51 3 14.9 -61.0 17 5 7 16 ' 20.3 -83 1 23 3, 95,4' 30.0 -122.5 3 20 7 321.3. 9.4 -39.6 ,1(-A:,. X17.9 13.6 -57.1 16 0: 67 0 ' 18.5 -77 7 i 2`I 3 `89:2 27.3 -114.5 3 50 6 7 ',,-29.'1::, 8.2 -36.0 i 10 0 -43 5 ' 11.9 -51.8 x,13 9-,X60 8 i 16.1 -70 5 18 5 k 8,1.0 23.8 -104.0 3 100 °5 9 26�9. 7.3 -33.2 8 9 :40 2 10.5 -47.9 12 4 56 2 14.3 -65 I 16 5 74.8 21.1 -96.0 1 10 113 A4:6' 16.5 -18.0 �19 9 18 a 23.7 -25.9 'i:27.8' 30 4 32.3 -35.3 X37 0 -405 47.6 -52.0 I 20 l3 0 I3 8 16.0 -17.1 X19 4 ,-20 7 23.0 -24.6 X27 Oa 28 9 31.4 -33 5 X36 0 38:4 46.3 -49.3 iu I 50 1=2 5 f 2.8= 15.4 -15.9 I k8 6 X19.2 22.2 -22.8 26 0' 26.8,E 30.2 -3 I I 34 6 35y7 44.5 -45.8 f 1 100 12.1 12:1`' 14.9 -14.9 18 I 18 Ir 21.5 -21.5 25 2_�, 154--„ 29.3 -29 333 6 33,6 43.2 -43.2 ba 2 10 13 3 f 7 0 16.5 -21.0 19 9 '25 5 23.7 -30.3 27 8 35 6 32.3 -412 37 0 -47:3 47.6 -60.8 tnv 2 20 13 0 16'.3,; 16.0 -20.I X19 4 .24 3 23.0 -29.0 27.0; 34 0�` 31.4 -39 4 936 0 -,5. 46.3 -58.1 $ 2 50 12 5 IS'3� 15.4 -18.9 I$6 22 9` 22.2 -27.2 26 0 32 0 j 30.2 -37 1 ,34 6 42 5� 44.5 -54.6 N 2 100 I'2 I . 14 6=_ 14.9 -18.0 ;18 I 21 8 , 21.5 -25.9 25 2` 30 4` 29.3 -35.3 33 6 X40:5 43.2 52.0 c 3 10 13 3 17 0' 16.5 -21.0 19 9 25 5,j 23.7 -30.3 27.8 35 6 a 32.3 -41.2i,,37.0:,',,:,',-0,.,3 ? 47.6 -60.8 3 20 13 0 1`6 3.; 16.0 -20.1 ) 191.4', .X24.3,- 23.0 -29.0 27.0 34 0.® 31.4 -39 4 x'36 0 - -453 46.3 -58. 3 50 12 5 1,5;3° 15.4 -18.9 18 6 -22 9 22.2 -27.2 26:Og 32 0 30.2 -37.134 6 ,42. 44.5 -54.6 3 100 12 I 14'.6' 14.9 -18.0 18 I -21 8 21.5 -25.9 25.2_ `Q30 4 29.3 -35 3 X33 6 -40.5 43.2 -52.0 4 10 14 6 15.8 18.0 -19.5 -2 8 '23 6 25.9 -28.1 3o.4,,-X33 0 35.3 -38.2 �40 5`-43.9 52.0 -56.4 4 20 V,3!9;, 15t I 117.2 -18.7 10 8 '22 6 24.7 -26.9 R9,-.0',z3 16 33.7 -36.7 X38 7 42.1 . 49.6 -54.1 4 50 13 0 14.3 16.I -17.6 19 5 21 3 23.2 -25.4 27 2 29 8 9 3 I.6 -34 6 36 2 39.7 46.6 -5 I.0 4 100 12 4 136= 15.3 -16.8 I$5 710.4,`i22.0 -24.2 a 25 9, ,";28A,; 30.0 -33.0 34 4 37:89 44.2 -48.6 4 500 19 12.I`: 13.4 -14.9 ! 16 2 -18 119.3 -21.522;7> 25.1,'' 26.3 -29.330 2 33�t6� 38.8 -43.2 5 10 14 6 19.5, 18.0 -24.121 8 29 1 25.9 -34.7 30 4 -40 7 35.3 -47 2 '�40 5 -54.2 52.0 -69.6 5 20 f 9 `18.2 a 17.2 -22.5 20 8 �27 2 24.7 -32.4 29 0," 38'0 33.7 -44 0 38`7 50!5 49.6 -64.9 5 50 13 0 1 b:5 16.1 -20.3 1-?3 24.6 23.2 -29.3 j 27 2 X3el 31.6 -39.8 X36 2 -45:7 1 46.6 -58.7 5 100 12 1 15 I �, 15.3 -18.7 18 5 22 6 S 22.0 -26'.9 25 9 3 16 30.0 -36 7 "34 4 42 I M 44.2 -54.1 5 500 10 9 172-.,1," 13.4 -14.9 [ff.,IX18 119.3 -21.5 X22 7`r 25 2: 26.3 -29 3 X30 2 33.6 : 38.8 -43.2 Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Page 6 SunFrame Unirac Code-Compliant Installation Manual :e®U ISI I RACK Table 3.pneao(pso Roof Overhang Effective BmkWind Speed V(mph) Zone (SO 90 100 120 130 140 450 170 2 10 21 0 -25 9 3 1%4 -37.3 438 -50.8 58 3 -74.9 y 2 20 20 6 -25 5 30 S F I -36.7 43 0 -49.9 57 3 -73.6 o`0 2 50 20'1- -249 t 30 I� -35.8 42 0 -48.7 55 9 -71.8 n 2 100 19 8 -24.4 ,, �, 29.5;` -35.I 41 2 -47.8 -70.5 40 3 10 34 6 -42.7 S 16 } -61.5 72 I -83.7 960 � -123.4 0 3 20 27.J -33.5 405 ( -48.3 5 b -65.7 �'75 4 -96.8 0 3 50 17 3 l -21.4 .254f -30.8 36,1 -41.9 =48 I -61.8 3 100 I 0 0 ,"" " ; -12.2 , " ,;14.$;" .; -17.6 Fz -20,6 ." -23.9 , 27 4""., ,', -35.2 2 10 A 27 2 y`" -335 k. -40 6r 48.3 56 7 -65.7 75 5 -96.9 ;? 2 2027 2 -33 5 ( -40 6 -48.3 56 7 -65.7 75 5 -96.9 y 2 50 27 2 -33 5 40 6 -48.3 56 -65.7 =75 5` -96.9 2 100 27 2 -33.5 ` 40 1, ,, -48.3 5'7, -65.7 75 5 -96.9 := 9 ,. _ 40 3 10 45,T',' -56.4 68 3; -81.2 , 95 3 -110.6 -126 9 a -163.0 3 20 r41 2 ,. E -50.9 ;'N b° -73.3 86 0 -99.8 114 5 -147. c 3 50 '35 3 �' � -43.6 52.8 -62:8 Z3 7 -85.5 -98 I -126.1 3 100 II30 9 -38 IE -54.9 64 4 -74.7 fi -85 8 -I I0. 2 10 24 7 -30.5 369 -43.9 �' 515 -59.8 X68`6 , -88.1 2 20 24 0 -29 6 35 8 -42.6 SO 0 � -58.0 -66 5 -85.5 V 2 50 23 0 -28.4 34 Y -40.8 -47 9 -55.6 =63 8 -82.0 Ln 2 100 ;22 2 m., -27 4 i , 33.2 -39.5 ._ 4b'4 -53.8617 -79.3 3 Ib 24 7 { -30 5 36 9; -43.9 5,1 5 -59.8 ( 68 6 -88.1 N 3 20 24 0 -29 6y r 35 8 �, -42.6 50 0 -58.0 -66 5 � -85.5 0 3 50 23 0 -28.4 34E3 -40:8 -479 -55.6 63 8 -82.0 o°C 3 100 22 2 -27.4 # 33 2 -39.5 '-46 4 -53.8 -79.3 Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic'Factor,KZt EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,K,,t,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 B is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 ::°U N I RACUnirac Code-Compliant Installation Manual SunFraine Step 7:Determine adjustmentfactor for 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(ft) B C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 Step 9:Calculate the Design Wind Load,pnet(psO 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by the adjustment factor for height and exposure,A (Step 7),the Source:ASCESEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.44. Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: pnet(psf)_AKztI pnet3o pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet3o(psD=net design wind pressure forE_xposure 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 Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Variable Description Symbol Value Unh Step Reference Building Height w- Building,Least Horizontal Dimension ft Roof Pitch " = � egregs _ mm: _..._w . w...... _ ...._ Exposure Category 6 Basic Wind_Speed V mph_, T '•` I Figure Effective Roof Area sf 2 Roof Zone Setback"Length a ft 3 Table { io.i Zone Lo-cat ion3 Figure 2 Net Design V1/lnd Pressure pner3o _,_ psf 4Table 1 Topographic Factor Kzt x 5 adjustment"factor for height and exposure_category. �1 x. 0 a. J Table'-4--, Importance Factor I x 8 Table 5 Total Desi n Wind Load Page 8 SunFrame Unirac Code-Compliant Installation Manual UNI C¢ Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind Speed,V= glans with Basic Wind Category Category Desicriptlon Building Type Examples 85-100 mph,andAlaska Speed,V>I00mph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent 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 1,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 1006,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 U N I RACUnirac Code-Compliant Installation Manual SunFrame Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac 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 Loadl S(psf),Des' Wind Load s from Part I Ste the reductions allowed for supports of continuous beams over P ,pnet(p f) P 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+LOS1(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=I.OD+1.0pnet(downforce case 2) 3.Please Note:The terms rail span and footing spacing p(psf)=1-OD+0.7551+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.61)+1.0pnet (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 psf,see your Unirac distributor,a local structural engineer or S=Snow Load(psf) contact Unirac. The following procedure will guide you in selecting a Unirac Net=Design Wind Load(psf)(Positive for downforce,negative for uplift) rail for a flush mount installation.It will also help determine the design loading imposed by the Unirac PV Mounting The maximum Dead Load,D(psf),is 5 psf based on market Assembly that the building structure must be capable of research and internal data. supporting. 1 Snow Load Reduction-The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Figure 3.Rail span and footing spacing are interchangeable. Rei/Spay l_ ohF�ors Aao1ng boa J\ae JCC Lo �� Note:Modules must be centered symmetrically on Np 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 :.'U N I R Ce Table 7. ASCE 7ASD Load Combinations Description VariableDownjorce Case1 a .,Dotm(or cCase'Yr Down ree Cose3-- -' �.,�Upfi(2 ,. units Dead Load D �p I-0 x �I Oxy 10 x 0 6 psf Snow Load S OF I:0 x + g,m � s 0 75 x + psf Design Wind Load Pnet 10 `+ 0 75 x Ip ti psi Total Design Load P- psf r r,t"' � _.- 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 10 Using the distributed load,w,from Part II,Step 2,look up the Determine the Distributed Load,w(p o,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(p[O (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200220 240 260 280 300 400 500 600 700 „m SF 2.5 SF, SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3� SF 5.1 SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF 5 SFSF�:'�SF SF''": SFa---•SF 'SF°= SFS;`,�-SF SF�"� SFS°"$F� �` r 5.5 SF �SF SF SF SF SF SF SF SF SF 6.5 SF_ SF SF _ SF SF SF SF SF SF 7� 'SF ASF SFSF,ASF SF'' €SF $F _ 7 5_ SF SF SF SF SF SF SF SF _ ..r.SF_.___SF f'SF� SO� FSF 8 5 - SF SF SF SF SF SF SF 9, SF 9.5 SF _ SF SF SF SF SF 10.5 SF SF SF SF 11 ° 5F SF SE SF `. �� 11.5 SF SF SF X12 12.5 SF SF _ 13.5 SF i4. SF w Page 11 8No 81 U N IA[ Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span Span w=Distributed Load(pl0 P 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 SF'„ SF ASF ASF SF'`q ASF ASF SF SFS_ "SF SF,`` SF M-SF _, 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF m - F"". _. —Sr _ SF ,S 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 SFS SF. SF_SFS=^^SF a'.-SF SF SF� ASF SF.� SE ASF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5F SF SF. SF SF SF SF 'aSF SF -SF ASF ' 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 S wSF SF ..., s'. 6.5 SF SF SF SF SF SF SF SF SF SF 75, SF SF SF SF SF SF SF SF _ 8 SF SFSF SF;'` _ .�. 8.5 SF SF SF SF SF SF SF F A 77 SF SFS SFS SFSF,_ i SF .,,. m 9.5 SF SF SF SF SF SF 10;5 SF SF SF SF 11.5 SF SF SF - — 12 ASF SF°SF _ ay 12.5 SF SF _ 13� SF SF 13S-sF Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(Ibs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It is the installer's responsibility to verify that the building multiplying the Total Design Load,P(psf)(Step 1)by the Rail structure is strong enough to support the point load Span,L(ft)(Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R(lbs)=PLB R=Point Load(lbs) P=Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. vn8e 12 SunFrame Unirac Code-Compliant Installation Manual ::®U N I RCa Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step 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 5/4" shaft* Force,R(lbs),requirements. gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir,South 0.46 235 enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0.46 235 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 SouthernThread depth 0.55 307 depth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table 11.2A,11.3.2A. Notes:(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. Pis. *Use flat washers with lag screws. 13 ®U N I MC 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 ® Figure 4.SunFrame components. Q ® p 0 i IUMIM U L r- 7 - .................._.._............. Figure 5.SunFrame threaded slot rail, cross section,actual size. Page 14 SunFrame Unirac Code-Compliant Installation Manual :9ffi U N I CR ORail—Supports PV modules.Use one per row of modules ®L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ©Cap strip—Secures PV modules to rails and neatly ules between rails.Includes 3/e'x 11/4" bolt with flange nut for attaching L-foot or standoff shaft,and two /1 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 example).Use one per L-foot. Two-piece(pictured): ©Cap strip screw(1/4-20 x 1,Type F thread cutting)—Use 6105-T5 aluminum extrusion.Includes 3/s"x Sia"serrated to secure each cap strip(and PV modules)to rail,one per flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an additional end screw wherever a two Sne"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 3/8"x 11/4" any cap strip segment.l8 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 5/8")—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. Flange nut(3/9')—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 ::'U N IRAC Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. Footings must be lagged into structural members.Never attach them to the decking Aalone,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. r1'/:"at each end of array Sample layout,illustrated mi'ijFigure 4 Assumptions 1241" modules(60 x 36 ) arrangedan 3 rows of 4 modules Roof Array width 144, (36 module width x4 modules per row) ea k Array length=180 (60 module°length x;3 rows) a + rad width x 2 rails) 3/ space bef n motlule rows +1�1x (3/abetween module razl width x 2 rails) 4 184'/a IWO 19 1.Laying out the installation area Array length Modu e � Always install SunFrame rails perpendicular to rafters.(Theselength"(see ` Rails instructions assume typical rafters that run from the gutter to the peak of the roof.If this is not the case'contact Unirac.) ' AWNRails are typically mounted horizontally(parallel to the lower =•=� E��°�-�=���� •� � ��= ���- °�` edge of the roof),and must be mounted within 10 degrees of o horizontal. �� = 10, Leave adequate room to move safely around the array during d _ -► �w�d{� `� installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the rails on one side.Using the number of rows.and the number of modules per row in your installation,determine the size of your array area following Figure 6. 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 ::°U N I Ca 2.Installing the lowest row of L-feet and rail 4f!: 'til In the lowest row,it is not necessary to use L-foot adjusting sliders,even if you plan to use them in subsequent rows.Install L-feet directly onto low profile roofing material such as asphalt a �';'� shingles or sheet metal.(For high profile roofs,such as file � !V 0'� mi�� � or shake,use optional standoffs with flashing to raise L-feet. L-feet must be flush with or above the highest point of the roof '4. g P surface.) L-feet can be placed with the double-slotted side against the �% ,�o, = ,W roof surface(as in Fig.7)or with the single-slotted side against the roof(which increases air circulation beneath modules). M;' Module-to-roof dimensions are listed on page 15 for both ar- ' ;yf��" rangements. A L feet QyoIf u are using L foot adjusting sliders,you must use thes hort side of the the L foot against the roof in the ,Lag first row.See Figure 9 below. screw ` If you are using both L foot adjusting sliders and standoffs, / Always lag into slot see the upper box on page 11. nearest the bend, o in the L-foot Install the first row of L-feet at the lower edge of the instal- / 2'%<" lation area(Fig.8).Ensure feet are aligned by using a chalk 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 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). _1......_.._.__......__.___.___..___ Cut the rails to your Utility slot for No.10 screw array width,being sure 'f<5''-'i Q to keep rail slots free R of roofing grit or other Utility slot for�4 debris.If your instal- hexhead bolt Slot for 3/a' �{ Figure 8.L-Foot ' LL lation requires splices, footing bolt g orientation. assemble them prior to attaching L-feet(see"Footing and splicing require- - h menu,"p.ll,and"Material planning for rails and cap strips,"p.13).Slide the 3/8-inch mounting bolts into the footing slots. If more than one splice is used on a rail,slide L foot bolt(s)into the footing t slot(s)of the interior rail segment(s)before splicing. � � 3 Loosely attach the rails to the L-feet with the flange nuts.Ensure that rails are oriented with respect to the L-feet as shown in Figure 9.Align the ~ � ends of the rail to the edge of the installation area. " s Ensure that the rail is straight and parallel to the edge of the roof.Then tighten the lag screws. Roof peak I Figure 9.L foot orientation in conjunction with L foot adjusting sliders.The sliders include two utility slots to secure module wiring,combiner boxes,and other system components. P.g. 17 0:®U N IA[ 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. } N, With standoffs of equal length,orient L foot to compensate for If the standoff supporting the lowest rail is I 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 a o o a a o 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 Iive loads. For rail lengths exceeding 48 feet,thermal expansion joints 6. Interior rail sections supported by only one L-foot must may be necessary.Please contact Unirac. be adjacent,on at least one side,to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) 7. Rail sections longer than half the footing spacing re- is determined by wind loading(see pp.5-8,especially quire no fewer than two L-feet. step 4).Foot spacing must never exceed 48 inches. 2. Overhang(B)must be no more than half the length of ;; Rafters ;E the maximum footing spacing(A).For example,if Span I A is 32 inches,Overhang B should not exceed 16 inches. �—Stringer j I It Rail II I 1 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 apair 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 properfootings. Non-rectangular modules Page 18 SunFrame Unirac Code-Compliant Installation Manual 11182FUNIRAC 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 t l lower bolt hole centers of each row of L-feet.Install the second 1 r' ' Module length+3/," row of L-feet in the same manner and orientation as the first r (hole to 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- ` .. r j�• 1 i ened until Step.4. f f With L-foot adjusting sliders:Use a chalk line to mark they position of the slider center holes of the next row.The illustra- tion below provides spacing guidelines.The length of thep � 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 peek A=module length A �1 rv� Align slider ry center hole NO 1t to chalk line ' OIM �L o Lowest row of L-feet � � �� Align slider (no footing sliders) = A-3 1/4" center hole to chalk line A+3/4n A+1 3/16n A+2 1/4" 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 in the same manner and orientation as the first rail.After rail Snug alignment,tighten the rail mounting bolts to between 30 and 35 foot-pounds. ��� ctdule s � 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 rr. between the ends of the modules and either rail.(If an-head screw heads represent the true end of the modules,be sure " the screw heads touch the rails on both ends.)Tighten the lag lag screw' r ., (f3olf turns Dose) 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. 5.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 ® UNIRACUnirac 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 a'/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 material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from failing 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 20S-inch rail Array center line II 11 rl it 11 1*1 �I 11 II 11 11 II 11 11 11 11 11 II 11 11 II II 11 it 71 1 Il 11 11 Trim line(array edge) 'I Trim line(array edger+ >� •� •V 112" • X 96" i 1 st cap strip C 83" I j j ; E 122" ;; 4th rail II lr 1 11 1 •i i •W 112"- •I I • •I1J I •i i X 96" i 2nd cap strip 11 rl I 11 II { B 83" D 122" I 3rd rail i t I f I I I I 1 1 11 1 1 11 I I V 80" .I i .I{ i € .I 1 Y 128" •I I 3rd cap strip A 96" i i i � ',6<,. i C 109., 2nd rail I III . x i .W 80" i i � i i i Z 128" 4th Cap strip A 96" ` j B 109" j 1 st rail ii ii ii� it )i Usable remainder:D,70";E,70";Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual 1111OUNIRAC� 6.Securing the first module Gather sufficient lengths of cap strip 5'"Cap strip screws to cover the length of the first rail.For maximum visual appeal and material conservation see"Material planning for R Per able overhang`.-i' rails and cap strips"(p.13). y., ,, l/3 rnodule width Slide the first module into final position at one end of the array.Lay the remaining - modules in the top row,leaving a gap about a foot wide between the first and second modules(Fig.13). y The temporary gap allows the installer to place one of his feet between modules.He can access the section of the cap strip he w needs to secure while leaning toward the peak of the roof.For the time being, a P g,the � last module may overhang the rail by up Do not'iristall se o tl cap strip until lower, to one third its width. ax bdules are-placed"'� .. Attach the end of the cap strip with ;� �.��•Stepp�ng gap the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. A• The structural integrity of your array requires that cap strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips.Any substitute screws must be 1/4-20 Type F thread cutting(18-8 stainless .Install screws 3 steel)and the correct length.See Table 4(pg.15)to match screw length to the size cap strip in your installation. " Every cap strip segment must have a cap strip screw 4 �I inches or less from each end.If the nearest predrilled r i Stepping gapJ hole falls more than 4 inches from any end,drilla 1/4-inch hole 2 inches from the end and install an additional R �. screw. Figure 14.Position and secure modules one by one. AWherever it is necessary to make a new cap strip hole, drill a 1/4-inch hole before installing the cap strip screw. 7.Installing the remaining modules in the top row Slide the next module into final position and install the screws k to secure it(Fig.14).For a neat installation,use cable ties to attach excess wiringto the rail beneath the flanges.Unirac's 3 cable ties can be attached to the SunFrame rail by drilling a % ' Slide an ur 1/4-inch hole in the rail and pushing the end of the tie into the oneby } �e hole. Continue the process until all modules in the top row are in 1 s othlle . final place and secured from the top.When complete,every t, -Stepp'in g 9ap1; 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. P.g< 21 O U N I C Unirac Code-Compliant Installation Manual SunFrame 9.Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided(Fig.16). `mr 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%4-20Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 C '/," 1.50-1.57 38-40 D 3/," 1.77-1.85 45-47Tr F I" 1.93-2.01 49-51IT E I%" Sharp lipped modules G I" Sanyo lipped modules H 3/ Page 22 SunFrame Unirac Code-Compliant Installation Manual 1111"�N I 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-51 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-Ssolutions.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 — its steel standoffs and Oatey®or Unirac flashings for its ` `j Module thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak varies Price List. How do I attach SunFrame to a standing-seam metal 2t/4-±tr8- roof? I t y 7/8-+1/8- A good solution comes from Metal Roof Innovations,Ltd. Y (MRI).They manufacture the S-5!"clamp,designed to at- —� tach a wide variety of products to most standing-seam metal -- roofs.It is an elegant solution that eliminates flashings and Module penetrations altogether. thakeess Module 21/4-+tis thickness 7/8 t/8- varies k Standoff height g 3t/8-±t/8- (3 4",6",or 7 _ all±t/e") Page 23 ::1 U N 0 C 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 often(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. 1411 Broadway Boulevard NE UhNin I RAC ,R so Albuquerque NM 87102-1545 USA 24