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Home My WebLink About40141-Z p,�p$� dKco Town of Southold 11/24/2015 ►"� P.O.Box 1179 co 53095 Main Rd 4,©1 pp`� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37918 Date: 11/24/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 3365 Delmar'Dr, Laurel SCTM#: 473889 Sec/Block/Lot: 125.-4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/24/2015 pursuant to which Building Permit No. 40141 dated 10/1/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Spitalieri,Victor&Spitalieri,Leonora of the aforesaid building.' SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40141 11/5/2015 PLUMBERS CERTIFICATION DATED Authorized Signature �gUfFOLIr8 TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE W_ . SOUTHOLD, NY ��P1 yaoR� 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#: 40141 Date: 10/1/2015 Permission is hereby granted to: Spitalieri, Victor & Spitalieri, Leonora 3365 Delmar Dr Laurel, NY 11948 To: Install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 3365 Delmar Dr, Laurel SCTM # 473889 Sec/Block/Lot# 125.4-6 Pursuant to application dated 9/24/2015 and approved by the Building Inspector. To expire on 4/1/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 B&44 nspector 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: I. 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. S. 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 eompleted 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. 9/10/15 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 3365 Delmar Drive Laurel House No, Street Hamlet Owner or Owners of Property: Leonora Spitalied Suffolk County Tax Map No 1000,Section 125 Block 4 Lot 6 Subdivision Filed Map. Lot: Permit-No. Ld 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 plicant Signature *pF SO(/ry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® O roger.richertO-)town.southold.ny.us Southold,NY 11971-0959 ®l�C®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Spitalieri Address: 3365 City: Laurel St: New York Zip: 11948 Building Permit#: 40141 Section 125 Block- 4 Lot. 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43858-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 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 FixturesTime Clocks Disconnect Switches 2 Twist Lock El Exit Fixtures TVSS Other Equipment: 7,521 watt Roof Mounted Photovoltaic System To Include, 23- SunPower SPR 327 Panels,2-SMA 3,800 TL Inverters,2-DC Disconnects, 1-AC Disconnect,Combiner Box. Notes:' Inspector Signature: Date: November 5, 2015 Electrical 81 Compliance Form.xls rAf s 0 1E cou A E�V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. I FOUNDATION I ST ROUGH PLUMBING ] FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: p�L5 DATE 1//�/- lr- INSPECTOR"�� Pacifico Engineering PC I Engineering Consulting 700 Lakeland Ave, Suite 213 P. '� t Ph: 631-988-0000 Bohemia, NY 11716 P Fax: 631-382-8236 C LIV ;: C C www.pacificoengineering.com ---- ---- solar@paclflcoengineering.com November 4, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Leanora Spitalieri Section: 125 3365 Delmar Drive Block: 4 Laurel, NY 11948 Lot: 6 1 have reviewed the solar energy system installation at the subject address on November 4, 2015. 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 p Professional Engineer Nov 2 3 2015 l ; s, -PT pF NEW YO � pAC1FjC0co � W 'EL _Z 066 v per, Q' RalpO �lflde'`P�e s\Olal Engineer NY 0661 24GE04744306 FIELD INSPE TION IMPORT DATF O� CS FOUN OION(IST) FOUNDATIOX(M)) ROUGH FRANnNCF& H PLUMBING VN INSULATION PBA N.Y. y STATE ENERGY.'COIIE 711 .1 YNAL CA �]� H •l. "'� r�- •5 fir• • a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees I Flood Permit Examined 20 b Storm-Water Assessment Form Contact: Approved ,20 Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A,Southampton,NY 11968 Phone: 631-771-5152 Expirationf ,20 d 1� F) ® I B ' mg Inspector SEP 2 3 2015 LD, PPLICATION FOR BUILDING PERMIT Date September 10 ,2015 `I ) QUTIIOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has-not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name,if a corporation) 425 County Road 39A, Southampton- NY 11968 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Contractor Name of owner of premises Leonora Spitalieri (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 40227-H Plumbers License No. N/A Electricians License No. 43858-ME Other Trade's License,No. N/A 1. Location of land on which proposed work will be done: 3365 Delmar Drive Laurel House Number Street Hamlet County Tax Map No. 1000 Section 125• Block 4 Lot 6 Subdivision .�;avra ib. Lot y�� 7 oss$'I�TA��'a�id��»�ti63sEStBlP1sR� 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 WorkRoof mounted solar electric system (Description) 4. Estimated Cost Fee (To,bepaid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth ' Height Number of Stories ; Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear' Depth 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are,-situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO 3365 Delmar Dr 14.Names of Owner of premises Leonora Spitalieri Address Laurel, NY 11948 Phone No. 718-715-2089 Name of Architect Pacifico Engineering PC Address 700 Lakeland Ave,BohemiEPhone No 631-988-0000 Name of Contractor GreenLogic LLC Address 425 County Road 39A Phone No. 631-771-5152 Southampton,NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES NO 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. Swornto efore me th' /I-- _ F day of 20 Notary PublicBARBARA A.CASC107TA Signature of Applicant {- gory Public,State of New YA No,01-CA4894969 Qualified in Suffolk County Z �gmission Expire May 11.1010 Scott A. Russell SSTORNINWATIE]k SUPERVISOR MAN-,A\0Gr1EM1EN\T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 17971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE, ANY of THE FOLLOWING, Yes (CHECK ALL THAT APPM No OE] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. OEJ C. Site preparation on slopes which exceed 10 feet vertical rise to I 100 feet of horizontal distance. it OE] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 1 00 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date &County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department,with your Building Permit Application. 1000 Date:11 APPLICANT: (Property Owner,De�jgn Profe�stoirjl Agent, S.C.T,M. 4-:ia,Contractor,Other) VOilet NAME; GreenLoqic LLC (Nesim Albukrek) 125 4 6 9/10/15 lZectloo Block u)—i rO11 BUILDING DLPAWrjv1LNTUSE ONLY i Contact rnfamallow 631-771-5152 Reviewed By: a-f N — — — — — — — — — — — — — — — — — -- -: Date: Cj-.), Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. 3365 Delmar Drive Stormwater lrianageinent Control Plan Not Required. III — — — — — — — — — — — — — — Laurel, NY 11948 €1 Stormwater Management Control Plan is Required. 0 (Forward to Engineering Department for Review.) ---------- .......................................................... 17ORM SMCP-TOS MAY 2014 Town Hall Annex41 41 Telephone(631)765-1802 54375 Main RoadCo- g Qg P.O.Box 1179 Q roaend erto`w(r�i.so 105.ny.us Southold,NY 11971-0959 Qry® WADING DEPARTMENT ' TOWN OF SOUTHOLD I APPLICATION FOR ELECTRICAL INSPECTION l REQUESTED BY: Samantha Corbett Date: 9/10/15 Company Name: GreenLogic LLC ' I Name: Robert Skypala i License No.: 43858-ME Address: 425 Coun Road 39A Southampton, NY 11968 ne No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) I *Name: Leonora Spitalieri f *Address: 3365 Delmar Drive, Laurel, NY 11948 *Cross Street: Gina St ! *Phone No.: 718-715-2089 Permit No.: Tax-Map District: 1000 Section: 125 . Block: 4 Lot: 6 I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Roof mounted solar electric system. 23 SunPower SPR-E20-327 modules, 2 SMA SB380OTL-US-22 inverters, 7,521 watts. (Please Circle All That Apply) *Is job ready for inspection: YES Aa Rough In Final I *Do you need a Temp Certificate: ES NO { ' 3 Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other j i ' *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Infiormation: PAYMENT DUE WITH APPLICATION f B2=Request for Inspection Farm ✓Z 4 M, M 9• , Z" Suffolk County Executive's Office of Consumer Affairs ..... ...... VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEWYORK 11788 � M DATE ISSUED: 5/25/2006 No. 40227-H SUFFOLK COUNTY M Home Improvement Contractor License This is to certifv that MARC A CLEAN 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 Sufflolk. Additional Businesses .......... NOT vAuD wrrflOUT KPARTMENTALSEAL AND A CURRENT CONSUNJER AFFAIRS ID CARD Zi 4, Director t f-'_�s�r.t��.v.0.•."..�!��ti y,T.`..�,F,�.:r4¢�s.l.4y.z r.,•sw.':.I;.Y-;t�.,„Jeci�:e'sf-1,7"+.;.rr CN,+•s�'4�1r"�F:�F'�-.,i':r'l,Hri.�+n.�'x"!;^4F^i��j;,.�h�'->ir;;.)-:.}K�-�Q''�,,.�:;�Sx.r�Yti Y.��.r,.:,>/i,tv::y•,t?l.4t•'.�. .�'vt�r'ctiY[+„.--t.1;T;�.`,t".��.,:ty;..'1/."J.w`��.t••;S:M1�'�'�y J 4,,�+}l.,__-.re..�,.'�.��y.r:.r yT'�+"7yv.K�,�.:.�2`�. ��i..:<:-+'sh rl\7�rvYf:Y wr.;y,.; aial 1dy5�% 2 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/3012015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE 631 941-4113 Fax 631 941-4405 128 Old Town Road Suite C =L . brookhaven.agency@verizon.net PO BOX 850 PRODUCER East Setauket NY 11733 INSURERIS1 AFFORDING COVERAGE NAIC q INSURED INSURER A: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURERS: Merchants Preferred Insurance Co. 425 County Road 39A,Suite 202 INSURER c: First Rehab Life Insurance Co. Southampton,NY 11968 INSURER 0: INSURER E.AGCS Marine Insurance Company 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL UBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY X X EGGCCOOD076915 01/31/15 01131/16 DAMAGE TO RENTED $100,000 CLAIMS-MADE �OCCUR MED EXP An one person) $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X Contractual Liab GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $1,000,000 B X ANY AUTO CAPI043565 8/11/14 8111/15 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION WC STATU- To—, AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVt� N/A E L EACH ACCIDENT OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE Mee describe under DESC IPTION O O ERATIONS below EL DISEASE-POLICY LIMIT $ C NYS Disability D251202 4111113 4111115 Statutory Limits E Installation Floater/Pro a MX183958282 4/15/14 4/15115 S400.000 $1,000 Ded DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,R 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 <NSZ> ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Ensured(Use street address only) lb.Business Telephone Number of Insured Greenlogic LLC 631-771-5152 425 County Rd 39A Ste 202 lc.NYS Unemployment Insurance Employer Southampton NY 11968 Registration Number of Insured 1d.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is or Social Security Number specifically Ifndted to certain locations In New York State,ie.,a 203801194 Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) National Liability&Fire Insurance Company Town of Southold 3b.Policy Number of entity listed in box"I a" 53096 Rte 25 V9WC653322 Southold NY 11971 3c. Policy effective period 06/15/15 to 06/15/2016 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partnersloMeers included) X all excluded or certain partnerstofficers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box"la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agentwill send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also note the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certy7care. (These notices maybe sent by regular marl.) Otherwise,this Certificate is validforoneyearafter this form is approved by the insurance carrier or Its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business most provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by:NICHOLAS ZULKOFSKE (Print name of authorized rep=ntadw or licensed agent of insurance carrier) Approved by: Z 06/12/2015 Mature) (Date) Title: Authorized Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 631-941-4113 Please Note.Only insurance carriers and their licensed agents are authorized to issue Form C-105.2 Insurance brokers are NOT authorized to issue it C-105.2(9-07) www.wcb.state.ny.us Workers' Compensation Law . - r�4 \ t .r ti =-1 l _z �. \ J r• �4 \ t \ t: r \ ! r 't 1 1 r ` .. �\ t: , � h � .a.,. to i' a�-,7' :,.�. a fs: 7 1. - •i A ..< y� •,,,: 'a `il�� j4c,i - �} ;, , f,• .'�.. •c 1' '1 f l '0_ Kr' •til 1 ,.-.l. tai. l� ( .• �''�� .� c�.,Jf_ �� ric•��•_ ..\.,� ,Y .,' ,<�.�s._ �1..�,. .^ ,il:ei �.� ` � �. � J': e�'k a+ia t� S,.b` :�\,j t �,�f � I I �• .1 AffairsSuffolk County Executive's Office of Consumer VETERANS MEMORIAL FUGHWAY HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-MEI I o ( i !; 1I Master Electrician ' iy' j . cer*that { . , ' 1 1the �� '1 having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance with and sub ect to the provisions of applicable laws,rules and regulations of f i CountyAdditional E�msjneg�s \., NOT VALID WITHOUT i DEPARTMENTALANDiV CURRENT CONSUMER I 11) ' / 4 ' / . , Director + I Il ti . .+, `\' � e�. .z Cry 4 t r <.--.•. �. i.: ,y ��.�,L� ..z,� � «z s• l e`F" x1 t' / ,..a.: �•U:t?�. � k-:,.x. ... `_.>_,� ":..a �. ,?: �::,�i r ' /� .. 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J. `�.K, r�:�V-�., ,. ��.�,� 1/�\ i,��. \ ti,`1 _ �. i, <./Itis �i. �� l/ \�": ,; ,// \ �•.ti, �, i ., ,i � '� ��• w eo : ,' N 71.23 ;k,-��►•-► �.- •a �.' ,,.• : � .AJC`- � s i : V7 . ��3 ` owlnewo>:o u1nu1GM a ADDIIgM to/My RRMr 13 A tpMlgM I YCUOs;7011IIFJ:MCU Of 1K1 NW rOK{TSR W1CA 1 ,, � � l � •�1�to►M•:Y lI1 YAr Nov fI,Y 0 O O� s ti1►cN•. h".o3IASM XQN� ice .° a^ . m.I,,$a comwm t. . .4#.#A Cw1t. z ro eV r .► - C E 1+ � WA r,nr_►vsaAr.,mnal eras ew Q '1i Kt clef ro TM...ss 1st Wp°w IN MVIC NOTE+ `• �e CD N _ L C"I.A.Y.A' M.Hs I.w3 to 1111 r e AvommENT MICGMiI:.,,W'VftwDAAI AGIK►A!O SfIBD/V/SA7NMAPfKED/NINEii►F/CE twe"111,...,1,.,1 Vto Kuck AKA a-rarag or-wff&ormNTY ON �' f ►°tm Assu1.1 c 1.01&Do ,poll-1n 1t° 8783 1 TgrtL GYAw.Taa or n AU MAfa IWAM ✓OA M,/9rd ASf/LENG.Ot96. a I -0 ,a I°4[07116,41"plullva an%*ROL" w ID N owl" REVISIONS YOUNG It YOUNG O s1w. 23 . Co- APA h 1973 400 OSTRANDER AVENUE. RIVERHEAD, NEW YORK TL , IA2 40 L�� ` JULY 2,1973 ALOEN W.YOUNG N ND#UA W.YOUNG pt Vs � j,7 JULY23.1913 pworISSIOMAL EMG111[LR AMP L.MO°YRVNo.4 �r1. LANG 6URVLVoR.7n.t.1.Lf°,M6.11144 M6.44[°7 Y SURVEFOR: It INLAND HOMES,INC. Ew r e w LOT NO.24,"LAUREL COUNTRY E ' Il- G Qau ~T LAUREL 9E R M� R STR � ,,` ?owN or S�THOLD � `+V A SUFFOLK CO., N.Y. ®Y •> 9CA4E: I„ 3 40s DATE:MAR.12,1973 1—G) 91tttC£R 11S AM6 a cD r- lii 0 a N CV 0 w et, 10 CL CL �,D� 19�p0• �' r l ? s . / . V. ,.'sir � Ur/IRMOrOrO atlbAr10M 07 ASmION '�.~ • �� +,�1 ,�.` 0 AW pRMr n A MWAWN Of 3tct*k?Yl Of To mw ym"All `� IMItA110N IAW. PD (p O �. w w ,Y,�� Q CZ I f q F04"2Y%IT MAI Nov/AUM (O x p a 1 O a 1 r s w ::ae.e fw as nNl aKy Jt d A3i ? t,c:r.9 a A ..n1.r.11 a co.ewttm I A.A tv N A+ _�,?. ��_ m/ yr ♦�,` �. iwr y MA Cu". W b 041 to TIL.,pa,for MbA RDtVrvlr NOPE, '� (v < 9 VALA.YM .A.Jl.N3 MU to X �:MDbU�/ENT Cl p ,�. •;,t rn TO+coAlt::.,.I.:YRWh3A1 AclNc.u+a by►BDIV/ISVNMAMED/NT roff/CE IIM(TMt Strn...1�.I rtto Kock AID QFT//FC(QPKBfSUff17LKCBUNTY BN Ttlfro cc TwaA.t a IN 000*°Ne w1a I9TO.tSf/LEMO.9�B6. H 31�sa gZ83 �o ry,{,o9ALP&T40 AU NOT nswruA°e ✓fie ySr 1 „ „ 1°AI°RIOW.I.w4VINIQID Or SMM= ID W g UOo� ao REYI31ON6 YOUNG & YOUNG I �. a 400 OSTRANDER AVENUE. RIVERHEAD, NEW YORK � 2� �` m- sZi�14� �.0� APR.I7,1973 JULY 2,1973 At_OEN W.YOUNG MOWARD W.YOUNG a $rl JULY23,1973 •ROfcccIOMAL EMOIM[ER AMO LAND SURVEYOR LAND°UpVLYOR.N�.f.L10.♦� MO.1lA46 M.Y.9.LIG,NO.4509a? {�vQ�?ter SURVEY FOR: 5*� INLAND HOMES,WC. Of;.4c,, tl LOT NO.24, LAUREL COUNTRY E A � n 1y ` 0 Q CE1 AT LAUREL sE R WL R it CO. � � TowN of SOUTHOLD �'F'`�O seg} v7 `NA SUFFOLK CO., N.Y. �YA� a j SicaLE 1" a 4C)' PATE.MAR.I2,197$ NO T -218 m afflict"1:5 IM5 CL T Iii 0 It fV fV z , 0 u� GREENL GIC° ENERGY September 18, 2015 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 Leonora Spitalieri who has engaged us to install a ground-mounted solar photovoltaic (PV) electric system for her home at 3365 Delmar Drive, Laurel, NY. In connection with this application, please find attached: • Building Permit application _ • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • Application for Electrical Inspection • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 Three Line Electrical Drawings • 2 Spec. sheets of the solar panels (SunPower SPR-E20-327) • 2 Spec. sheets of the inverter(SMA SB3800TL-US-22) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$200 ($50 Building Permit/$50 CO/$100 Electrical Inspection) Please let us know if you need anything else in connection with this application. Yours truly, aWkC'. Samantha Corbett Account Manager Samantha.Corbett@Greenlogic.com 631-771-5152 ext. 107 GREENLOGIC LLC - www.GreenLogic.com Tel 877 771.4330 Fax- 877 771 4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd.39A 200 S Service Rd.,#108 Southampton, NY 11968 Rosyln Heights, NY 11577 SO(/jy®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Ar Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 _l� �Q C®V9� November 16, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Greenlogic LLC 425 County Road 39A Southampton NY 11968 Re: Spitalieri,3365 Delmar Dr, Laurel TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Certification needed for installation of the panels to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) 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 - 40141 - Solar W GREENLOGIC® ENERGY D � I i November 16, 2015 UNOV 2 3 2015 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 40141 Leonora Spitalieri 3365 Delmar Drive, Laurel To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Electrical Compliance for the above referenced solar electric system. Please arrange to send the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Samantha Corbett Account Manager Samantha.Corbett@Greenlogic.com 631-771-5152 Ext. 107 GREENLOGIC LLC - www.GreenLogic.com Tel 877.771.4330 Fax 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd 39A 200 S Service Rd.,#108 Southampton, NY 11968 Rosyln Heights, NY 11577 ELECTRICAL INSPECTION REQUIRED APP OVECCD,,AS NOTED DATE: B.F.# FEE: BY. NOTIFY BUILDING DEPART AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED RETAIN STORM WATER RUNOFF FOR POURED CONCRETE PURSUANT TO CHAPTER 236 2. ROUGH - FRAMING & PLUMBING OF THE TOWN CODE.. 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF iftm i OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY i "C e-p Pacifico engineering PC _I Engineering Consulting 700 Lakeland Ave, Suite 2B � _ Ph: 631-988-0000 Bohemia, NY 11716 �` C' - `i P Fax: 631-382-8236 www.pacificoengineering.com C I - solar@pacificoengineering.com August 3, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Leanora Spitalieri Section: 125 3365 Delmar Drive Block: 4 Laurel, NY 11948 Lot: 6 1 have reviewed the roofing structure at the subject address.The structure can support the additional weight of the roof mounted system.The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A Mean roof height 12 ft Pitch 4 in/12 Roof rafter 2x6 Douglas fir#2 Rafter spacing 16 inch on center - Reflected roof rafter span 12.5 ft WFCM Table 3.26A max allowable 12.6 ft The climactic and load information is below: CLIMACTIC ANDWind Live load, Ground Speed,3 pnet30 per Point GEOGRAPHIC DESIGN Category Snow Load, sec gust, ASCE 7, Pullout Fastener type CRITERIA Pg mph psf load,Ib Roof Section A C 20 120 56 1146 (2)#14-13 x4.5"DP concealer screws(3.5"min embedment) Weight Distribution pF tAEW y0,4 array dead load 3.5 psf ,�&i @� PAClp'L,O .�.* load per attachment 214.9 Ib Subject roof has one layer of shingles Panels mounted flush to roof no higher than 6 inches above surface. o Ralph Pacifico, PE Professional Engineer ® 060� �Qv Ralp - gineer NY 06 744306 C GREENLOGIC' ENERGY GreenLogic,LLC Approved Victor and Leanora Spitalien 3365 Delmar Drive Laurel,NY 11948 718-715-2089 Surface#A: Total System Size:7.521 kW Array Size:7.521 kW 1 string of 6 and 1 string of 6 on SB380OTL 1 string of 6 and 1 string of 5 on SB380OTL Azimuth:242° Pitch: 18° Monitoring System. SunPower 4— Panel/Array Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame Panel:41.18"X 61.39" Array 41'3.9"X 14'.55" O770 Surface:64'X 16'3" O Magic#:PORTSCAPE Legend: ® 23 SunPower 327W Panel ® UniRac SunFrame Rail I—Xxxx XX—IXX • 36 Eco-Fasten Quickfoot Ba 2x6"Douglas Fir Rafter 16"O.0 Notes: Number of Roof Layers: 1 /,Axxxzx xxxxx Height above Roof Surface:4" Materials Used:UniRac,Eco-Fasten, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: Of IEW 1, CO W Lu �Fp 01561% �. AROFESS`O�P Drawn By:ADL Drawing#1 of 5 Date 7/22/2015 REV:A Drawing Scale 1/8"=1.0' GREENLOGICO ENERGY GreenLogic,LLC Approved Victor and Leanora Spitalieri 3365 Delmar Drive Laurel,NY 11948 718-715-2089 Surface#A: Total System Size 7.521kW Array Size:7.521 kW 1 string of 6 and 1 string of 6 on SB3800TL 1 string of 6 and 1 string of 5 on SB3800TL Azimuth:242° Pitch: 18° Monitoring System: SunPower Panel/Array Specifications: Panel:SPR-E20-327 Racking: UniRac SunFrame Panel:41.18"X 61.39" Array:41'3.9"X 14'.55" Surface:64'X 16'3" Magic#:PORTSCAPE Legend: ® 23 SunPower 327W Panel ® UniRac SunFrame Rad • 36 Eco-Fasten Quickfoot a2x6"Douglas Fir Rafter 16"O C. Notes: Number of Roof Layers 1 Height above Roof Surface:4" Materials Used:UniRac,Eco-Fasten, SunPower,SMA Added Roof load of PV System:3 5psf Engineer/Architect Seal: ®F NEW ), pACI . cs w r O C'7 06612 v OFES Drawn By ADL Drawing#2 of 5 Date 7/22/2015 REV:A Drawing Scale:1/8"=1 0' ( GREENLOGICO 0'-i� ENERGY GreenLogia,LLC Approved Victor and Leanora Spitalien 3365 Delmar Drive Laurel,NY 11948 718-715-2089 Surface#A: Total System Size,7.521 kW Array Size-7 521kW 1 string of 6 and 1 string of 6 on SB3800TL 1 string of 6 and 1 string of 5 on SB3800TL Azimuth:242° Pitch: 18° Monitoring System SunPower Panel/Array Specifications: O 4 4 O Panel.SPR-E20-327 L—j Racking:UniRac SunFrame Panel-41.18"X 61.39" Array:41'3.9"X 14'.55" 4 3 M2 \Z Surface 64'X 16'3" Magic#•PORTSCAPE TI\— Legend: ® 23 SunPower 327W Panel 1 A\I\XN UniRac SunFrame Rail • 36 Eco-Fasten Quckfoot Ba 2x6"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used,UniRac,Eco-Fasten, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: 04 NEW ), PACBRjc CID 1 n 066AS �P�= "NFEW Drawn By:ADL Drawing#3 of 5 Date:7/22/2015 REV:A Drawing Scale: 1/8"=1 0' GREENLOGIC" ENERGY GreenLogic,LLC Approved 1$„ Victor and Leanora Spitalieri 3365 Delmar Drive Service Meter Laurel,NY 11948 Walkway 718-715-2089 Total System Size:7 521 kW 1 string of 6 and 1 string of 6 on SB380OTL 1 string of 6 and 1 string of 5 on SB380OTL / Azimuth:242° / Pitch: 18° �♦ // Monitoring System- \\ ystem•SunPower / Panel/Array Specifications: / 2 SMA Panel:SPR-E20-327 Inverters Racking:UniRac SunFrame / Panel:41.18"X 61.39" -------------------------- Located on Array 41'3.91"X14' 55" Surface 64'X 16'3" South ❑ Magic# PORTSCAPE o El o El 77Exterior Wall Legend: ® 23 SunPower 327W Panel F-XVA/V\XXXXLIXX ® UniRac SunFrame Rail • 36 Eco-Fasten Quickfoot Ba 2x6"Douglas Fir Rafter 16"O.C. Notes: X/M\/V\XXXXXXXX Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:UniRac, Eco-Fasten, SunPower,SMA Added Roof load of PV System:3 5psf Engineer/Architect Seal: 23 SunPower 327W Panels �q'��Q\A PACIP/I CO Lu Lu �p 06618 AA®F .Ss ��P Drawn By:ADL Drawing#4 of 5 Date:7/22/2015 REV:A Drawing Scale:3/32"=1.0' GREENLOGIC ENERGY GreenLogic,LLC Approved Victor and Leanora Spitalied 3365 Delmar Drive Laurel,NY 11948 718-715-2089 Total System Size.7.521 kW 1 string of 6 and 1 string of 6 on SB380OTL 1 string of 6 and 1 string of 5 on SB380OTL RNOW ListQv- FUI Wesal Ust Cly. r. Azimuth 242* Pitch: 18* Monitoring System: SunPower Panel/Array Specifications: Panel:SPR-E20-327 Ea>FastEnCUCWOC)tB3sePIaL- 35 Racking:UnIRac SunFrame Panel:41.18"X 61.39" Eb>FbstEnQjdiootAu-nrLmEIocks T—i— Array:41'3.91"X 14' 55" EIDT3SbmQ1(ffoofflashrg Surface:64'X 16'3" Magic#:PORTSCAPE ---,---#1413(45'CPI Caider5mw 72 Legend: 23 SunPower 327W Panel UniRac SunFrame Rail 0 36 Eco-Fasten Quickfoot 2x6"Douglas Fir Rafter 16"0 C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:UniRac,Eco-Fasten, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: le 0 CO 066 OFES9% Drawn By:ADL Drawing#5 of 5 Date 7/22/2015 REV:A Drawing Scale:3/32"=1.01 'FRAME° • • ' • , • . • . . o � � C Z' �j k`'c,r �.a;:�.��c"1 .�4..y`s �,�.. t ��^.... H y ,,,r •�✓ x, r C r'1" ✓'S` J�... _ ✓4—r.F`-�':L/ �' ��b�� t�I JF� r'ti<'i♦ "�1�.�✓»e'�.-.Xr��SFr f k:7- o< !�!- O a Pub 090409-1cc April 2009 4',2009 by Uniric,Inc. All righis reserved. ` T i ITFUNIRACUnirac Code-Compliant Installation Manual SunFrame L I.nstaller'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 and 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, Su"nFr"ame 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 - wkr,"'ontSunFrame products(page 30),. .The°installer is solely-responsible,for: ' fl �. ;;,• •'Coximplyingywith all applicable.local•or riational;building codes,, _ includingaanytnthat maysupersede this manual; _'71 ' Ensuring that Unirac-and.otherepr'odiicts'are'appropriate fore; _ the,-'p', cular',installation Arid}the iristallation'environment; 'Bnsuringthat"the"roof,its rafters;connections;,and.other " 'n structural support members can support t.,e'W-.#under all code':leyel�loaa g conditions (this total building assembly is ref6fred`'to'6s the•building,structure);' Using only Unirac`parts and installer -supplied•parts as specified.by4Unirac(substitution,of-parts rmyvoid?the warranty arid,invalidate the letters of certification in all Unirac publications); r. ;=,:�; • 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 le 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. Pam , 2 SunFrame Unirac Code-Compliant Installation Manual :o-U N IAC 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 pnec(ps —AKZt7 pnec3o pressures on components and cladding in this document. Net(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kar=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 SO years. enclosed structure,for example a carport. h(ft)=total roof height for fldt roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary(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. Page 3 U! I RAC Unirac Code-Compliant Installation Manual SunFrame ® 90(40) y.. i 100(45) i •� 85 mph 5 A38 m/s) j 110(49) 120(51) ° 40 mph PAIN;) 90 mph (40 m/s) y i 130(58) 140 63 Miles per hour ` (meters per second) Figure I.Basic Wind Speeds.Adapted and 130(58) applicable to ASCE 7-05.[values are nominal 140(63} 160(67) 140(63) 140(53) design 3-second gust wind speeds at 33 feet above ground for Exposure Category C. tv, 1 50(67) eWWWINMI dl 6pnd Region 80(40) 100(45) 130(58) 110(49)120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Setback Length,a(ft), according to the width and height of the building on which you are installing the pv system. Table I.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 2S 30 40 50 60 70 80 90 100 12S ISO 17S 200 300 400 SOO f �w<, : . -8 2I23414' 0`? 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 x ;20 M3' ,3di .':3,..: 3a•. 3vr _ =4 . :5 .. .7.7.1 25 3J 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 `30`" ""3, r �'3<. . �3.:.�.."3Y. . 3n..�,_.4.; _�5�:�';6:�.�":74::��g".-e�.`?'.:u�CO.�-�1�2.�; C2:... ;12;�'�1:�..-12 <::^:I'6,?�•20;,i 35 3 3 3 3 3 4 5 6 7 8 w 9 10 12.5 14 14 14 14 16 20 n:.D0 z7, `: :._KM_: 3' :`3_: . 3;w: _3 ">_:.4 5:;.7 6,:_1 _u 8;'�' : aaiO v`IZsS� ..1.5.s' rt.16..�.16�,_)6:.. "m(.b� 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 '3,' .. :5`Y ' " ,t 24 .. "5 � 1220pr 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. Page 4 SunFrame Unirac Code-Compliant Installation Manual 1WUNIRAC 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,wail and roofs l Flat Roof Hip Roof(7° <A<27°) = � . a a-<' . a .�,a Gable Roof(0:5 7°) ,r'' �''' ._ Gable Roof(7° <A<_45')r ;: h h" ->,a s; ac; >a• air4> ❑ Interior.Zones - End Zones ® ; Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 Roofs-Zone 3 Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,-p.41. Step 4:Determine Net Design Wind Pressure,pnet3o Both downfor'ce and uplift pressures must be considered (psi) in overall design. Refer to Section II,Step 1 for applying downforce and uplift pressures.Positive values are acting Using the Effective WindArea(Step 2),Roof Zone Location toward the surface.Negative values are acting away from the (Step 3),and Basic Wind Speed(Step 1),look up the surface. appropriate Net Design Wind Pressure in Table 2,page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Page 5 AM N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pn,3o(psf Roof and Wall Basic Wind SpeedV(mph) 100 120 'J3o 140 150r 170 E&- VZone , WindAma Downforce Uplift ID I Dowifiame Uplift (sf) U'Uev.!Do�ftwce Upift, Downfarce Uplift, -f, 21.1 `,�8 9 1 10.5 -25.9 l""I -52.0 1 10 7.3 -18.0 2,A ,--30 4,�j 14.3 -35.3 T� 6.9 -175 J' 9.9 -25.2 ��i 1 6��29;6,:!' 13.4 -34.4 `15.4J -39.-4,, 19.8 -50.7 1 20 77�3,� 71� 74,: �,, I- _, .:4 iu * ' '1 18.1 8.9 I- so S. 6.3 -16.9 9.0 -24.4 1 1 0 62',�28 6' 12.3 -33.2 -4 �4, '7 133, 5.8 8.3 -23.7 �,,9.8` '27A� 11.4 _32.3 13.6 16.7 -47.6 1 100 A.- 16.� 6 2 10 -5:9,.x';,,24:4-5:9,.x-5:9,.x';,,24:4 7.3 -30.2 -365, 10.5 -43.5 `0 14.3 -59.2 66.5•; =67.9,7 21.1 -87.2 20 _'5 6,�'�2 L8 6.9 8:3;'.-°,32,6-�,; 9.9 -38.8 AA.-6 13.4 -1 19.8 -78.0 0 2 -27.0v '52'9 05A'i--66 -w, 4 -��,w273 9.0 -32.7 ',10.6,1-38:4 -44. c2j 2 50 �'5`1 --'1'8X, 6.3 -2�-7 76 12.3 5 [14*�' ��T 18.1 -65.7 58 �7. ��;3 8.3 -2f. 19,' 2 100 -19.5 11.4 -38.2 ,.-,4 16.7 -56.4 5'9 3 -45:4 69.Z_.' 5`5.b 10.5 � - , 6',8 7 3 10 65.4 14.3 -890 TO' 102.2,,, 21.1 -131.3 19.8 13.4 -73*8 '430 5' �6.9 376 1'8:3:,`'A5 ;�� 7 A -108.7 3 20 kS'699 -54.2 15 4"" 6 18.1 -78.9 3 50 v&A'_-'-22.4%] 6.3 _27.3 1", 9.0 -39.3 10.6,`,,.-46.1, 12.3 -53.5 iJ4.1 1,5'! tj t Z J 4;, - 8.3 -28.1 N,9.2,'��33,.'QP -38.2 -56.4 3 100 1 5.8"d 5.8 -19.5 11.4 16.7 N3 37W�I 300 -47.6 10.4 16.5 9�9 14 7-5;�,�;2 1 10 ,,,�8 -33- 9 -23.7 20.3 -32.3 .3 .1,9.4 6 23.0 IA 6;U,,47WI,_ 18.5 -31.4 [2 lff:j 9.4 -36Z,; 27.3 -46.3 1 20 7. -16:0 13.6 23:0 16.1 -1 8.2 -15.4 11.9 -222 30.2 5!,I`;;34.W4I 23.8 -44.5 1 50 21.1 -43.2 1 100 105 _2 1'.5 14.3 -29.3 S�' i� Ili 7.3 -14.9 Q "I,r,"��, z21-2- 10.4 -28.7 14.9 -41.3 7.'5-- -48.+y-, 20.3 -.56.2 j'�',3 64 S,;; 30.0 -82.8 2 10 136 38.0 16 0 2 20 (,A 9.4 -26.4 46-1 18.5 -51.7 27.3 -76.2 3 8.2' -236 1 -33.6 'M ,,,!39�,� 4J 8 16.1 -45.7 .515 1 23.8 -67.4 2 50 67 14.3 -41.2 21.1 7.3 -21.0 -30.3 �I -60.8 4- 27 100 .5, 10.5 12 14.9 30.0 -122.5 20.3 -83.1 3 10 A- _-343 1 10.4 -42.4 .0 17. 0.4 6 1,1 A- 13.6 -57.1 , % ` -89 2',; 273 -114.5 -67.16 -77.7 2!'3-`- 3 20 3�. 1:6:0 18.5 8 3 so 29.A,,j, 8:2, _36.0 11.9 -51.8 j 16A -70.5 j 8 - (;b 23.8 A04.0 10.5 -47.9 1 14 -65;1 21.1 -96.0 2 �S .3 -6 3 100 7.3 33. ;S 6' V, 16.5 32.3 -35.3 1 10 13 71 -18.0 M 23.7 -25.9 47.6 -51.0 18 161 '15.4 -15 K.7 44. ;7 1 50 186 30.2 -31.1 5 -45.8 -22.8 _246A:--� 6.��, (D .9 ,22.2 1 20 -17.1 23.0 -24.6 �,-27;0�,�T�Q.9� 1 31.4 -33.5 46.3 -49.3 -21.5 43.2 -43.2 14.9 �149 �'I P A8!I�-' 21.5 29.3 -29.3 100 210 16.5 -- 2 10 23.7 -30.3 27.8 L,-35.,6 32.3 -41.2 47.6 -60.8 7- 23.0 k.,3,, 16.0 1 €tL9:4 ,.-24:3;x 0 31.4 -39.4 6. �,-,4'5.3 46.3 -58.1 Ln 2 20 -20 9 -0-- 302 -371 �42!51 445 -54.6 -272 VI,6-,Q-,I-,.;32 40 2 50 ,1,15 4 15.3•., 15.4 8.9 r22 222 43.2 -52.0 2 100 12 1�i: 14.9 21.5 29.3 -35.3 N -18.0 8. -25.9 21.0 A 99,!,,25:5 7 303 ;_11, 7.0,-, 7.3,� 47.6 3 10 .1 16.5 23. 32.3 -41.2 -60.8 7.0 V "x4l" 3�' 46.3 31A 39.4 4, -14 23.0 -29 _6 -58.1 3 20 16.0 20.1 19" " :o 2�'. 'i_ 22.2 27.2 26.0s', -32.;b' 30.2 [34:6`.4 -'5 44.5 -54.6 15A -18.9 18.6. -219;, 4 3 so -35.3 1 43.2 -52.0 14.9 -18.0 21.5 -25.9 29.3 7"1"1 3 100 4 10 --15A-,, 18.0 -19.5 21'0'�--23 6 25.9 -28.1 �30,,4 ,10 3 353 -38.2 }k�4,[ 520 -56.4 8.7--,-42,.,,,1, 49. 4 20 1 17.2 -18.7 24. -26.9 1-0-�',-3 33.7 -54.1 31.6 50 144. 95 23.2 -25.4 -346 3,?7 4 176 46*6 .3 f-,-21f 15.3 37.8,1 48.4:,� 30.0 44.2 -48.6 4 100 -16.8 �l 85 22.0 -24.2 -33.0 1.5 26.3 -29.3 ,i 38.8 43.2 13. 18A-, 19.3 -2 4 Soo 4 -14.9 Y1 5 10 `21, 44, --A > 52.0 -69.6 18 �Q' -,"! 35.3 -47.2 F,',0. 0 -24.1 -.8"i 1 25.9 -34.7 A,-!,_ 0.7, -27 2 -44.0 68,7�i-50:51 49.6 24.7 -32.4 ,-40.,V �38.0,, 33.7 5 20 3'. 17.2 -22.5 -64.9 2 1 '34:3, -58.7 5 50 "1 16.1 -20.3 u 9:s-Y 6 3.2 -29.3 4:27. J 3 1.6 39.8 1 46.6 442 -54.1 5 100 e124>„-15.1 15.3 -18.7 22.0 -26.9 Ik25,.9"!,3 1;6 30.0 -367 �J'4-4'� -42:.'1 26.3 - =;33.6; 38.8 -43.2 29.3 13. 7` 19.3 5 500 4 -14.9 -21.5 a. Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43 Pa,, 6 SunFrame Unirac Code-Compliant Installation Manual H-UNIRAC Table 3.p !,3o(pso Roof Overhang Effective Basic Wind Speed,V(mph) WindAma _1111_ -, . �I -,, 1'i-, - - 0,��, 170 ,J$01�1,,`,A,l 120 140 Zone (So too 2 10 -25.9 AL4` -:37.3 "." 43,8•' , -50.8 a 58.3 -74.9 �A 573 -73.6 -499 2 20 =20:6; -36.7 0 S� 5.8 2 50 -24.9 -h"l -3 -487 -71.8 24.4 35.1 'r P 2 100 , - I 47.8 -70.5 3 10 -42.7 -615 -83.7 -123.4 3 20 2 -33.5 -48.3 65.7 -96.8 yv 1'ABA',`,�N�, -61.8 -21.4 -30.8 �.;A-36. 0 3 50 -41.9 0 -2 0: 3 100 A.9 -17.6 -12.2 -23.9 74, -35-2 Aq is 1 2 10 27-2- -33.5 -48.3 -65.7 `11,75 5 -96.9 -65.7 ;;=75:5,��,Jq -96.9 2 20 -33.5 -48.3 -"k"56.7', -65.7 -96.9 2 50 -33.5 -48.3 '11'0',`,�,,;-';,�..- ' V4 9 -7 5.5 -96. V A 8.3 -65.7 2 100 % -33.5 0 3 10 -45 -56.4 -81.2 R 3 -110'6 ""i"1269", -163.0 8 3.3 A L.,2, -50.9 - �,C/ 3 20 7 -99 -147.1 -62.8 -126.1 -85.5 0 3 50 -4.36 W -74. -110.1 3 100 -38.1 ;r'=46`1 -54.9 7 _7 9 2 10 -30.5 -43.9 8 -88.1 X 6 'W-a'45�9" AID -58.0 -85.5 �,Z , 77, 2 20 0�44'V0'k"� -29. -42.6 e43 4 �'-343`,4w -40.8 -55.6 -82.0 2 so iv -210 -28. '61 -79.3 -53.8 5 Ln 2 100 -27.4 i. -39.5 IT '2 0 4J 3 10 .30.5 -439 -59.8 -88.1 3 20 '_2 4,0, ftR',, 6 -5 0 -29.6 -42 8. '*6 -855 Z,l Z 9` 5 6 28.4 8 z -82.0 0 3 50 -408 4 5. 0 T: 11-A 3 100 -27.4 -39.5 -53.8 1 -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,Kzt,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE D has flat,'unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone Topographic Factor. regions. This category 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 ASCEISEI 7-05*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. Pig. 7 SP U N I RAC Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine adjustment factor for height and Table 4. Adjustment Factor (A)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 n eao B C D Table 4. gnt 15 1.00 1.214 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,1,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,pnet(pst) 60 1.22 1.62 1.87 Multiply the Net Design Wind pressure,pnet3o(psf)(Step 4)by the adjustmentfactor for height and exposure,A (Step 7),the Source. AC7-05, Minimum Design Loads for Buildings and Other Structures,,Chapter r 6,Figure 6-3, p.44. Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: pnet'(psf)=AKztl pnet3o pnet(psf)=Design Wind Load(10.psf minimum), A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet3o(psf)=net design wind pressure for Exposure B,at height =30,1=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table S.Worksheet for Components and CladdingWind Load Calculation:IBC 2006,ASCE 7-05 Vanable Descnpnon Symbol Volue Unrt Step Reference -vrra,.., ..,�,.:+'_-'7^=°:�' ^,fie''' ='`",�,"=; _ ^, ;r;•:,�--�"t �•,r:,-. ..w.ti ','Sk fi h:�,3'u'v-a>'�.-^?,�,':1,i:�`,P��`'� '`��"";`.`5?i;.':-m�^,\ Building,Least Horizontal Dimension ft ":+.a'x' .ax>;w_ a,s�' r •-.L.p:;'�5'S- ' � ^.• 3'-i'3.7'-.�K'�.iL S" �i F.•..,n RI.._;?'<'+%l;:.� .P13::��,.... '>s--:, cr a.. ;..�r«a.__R.d.._�i..:�:,::.:o✓✓'i..�.�:� 'x_:.:,.,'s.:=5c.:�._x�".� Exposure Category 6 , -_..:,,'-' �-r^a- >.i'._;T'�zjtig+- �`fr.R•tiz-r-e;, rz".l�•�;�a.�r-.�,,3�'":,X:E` '-r„ r:,,..,••#--'�-,--_.• r +r^T .',t�"`..';sT�'-,--•--rT- Basic\rVind:Spged�� "�"�•Y�:,�:�.�..;��. =` ,_ a .._,.... ,_. �':; F"'.�._ �,<.:,4� FI itre Pa�.r s>'s`.�s:.»;,,��§. .:mow :.�_%�-i�::.is°:. U,:�. .A. ,.;,a,•v.._ �=yFv..:•:.`i":ia:m h.�i.....�r.,..,•<.ti" ✓`I`��:.�..:.a�',a:.i:.� Effective Roof Area sf 2 .� r �f.�;��, �;��; ;-:,-��"al>,, •, -. �N�r.: -�{t- „�- _.; �.3.-."�:�' �-Ta61e:f ��, Roof Zone Location 3 Figure 2 ..; �aj� w�� r•.yct;Cx�-'e r �nn'�»,.• yr,�:.._••�={:.a-F,.,, rrs0. , v sf',;.,.•rc 4"'""' s ';Tali(e 23•' Nec,DesignWiiiilfPressuig "' .iM-' ?ner3o'" ....,ti ...,_.,. .._....�.,.. ....'P._ ....->..r__ .:.., ......: - ''t'. .. +. : Topographic Factor Kzt x 5 _ _ *rcr-- .�,�:+ --vr.' - - .0.;fe s�te.O, .V�r �.;+�5 "._.' ...-r--r�.�i-r;;"a.,.:�::.F;;'�.r4^.i✓ -:�.,., �,r, -•�_ -;,��. Adjustmeniafactor:forherglitand.exp_su .ca_ g_ry."�;. ` _�x°>'�,•��_?,:xs`.a� ;' ,'r,y ::.: -w��: -•�' �w<; �=�'� .wTable4`4.,,;t Importance Factor 1 x 8 Table 5 r'C`�z +aY;',ny- - .,;..- v,;P,•-tiX TosalbesignVl!ind`L_'°oad'n�=1�..., .�";..zk:�`_,.. �,�;;,pnet:��.�:_..: � . ,'t_, '✓,. t�sf';�.u_.�.._-..,_ .. "!hsL.`.... s+ ::Sri„-:v i i:.d::�.•2.!_...;'r:-,`._-w..kT+..1:s..t'.... ..=i:a .�L�:.' •:.3.� Page 8 SunFrame Unirac Code-Compliant Installation Manual x U N j RAC Table 6.Occupancy Category Importance Factor Non-Hurncane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- wth BasicWlnd Speed,V= gions Pnth Banc W nd Category Category bmmpaon Building Type Examples 85-100 mph,ondAloska Speed,V>IOOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture 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 CategoryIV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,Table 1604.5,Occupancy Category of Buildings and other structures,p.281;ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p 77 Page 9 ;E lt U N]RAC Unirac 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 the reductions allowed for supports of continuous beams over a dl,S(psf),Design Wind Load,pner(psf)from Part I,Step 9 an multiple supports.Please refer to Part I for more information 9 d 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,pt. See P(psf)=1.OD+1.OS1(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=1.OD+1.0pnet(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)=0.6D,+1.Opnet (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 psf,see your Unirac distributor,a local structural engineer or S=Snow Load(psf) contact Unirac. pner=Design Wind Load(psf) The following procedure will guide you in selecting a Unirac rail for a flush mount installation.It will also help determine The maximum Dead Load,D(psf),is 5 psf based on market the design loading imposed by the Unirac PV Mounting research and internal data. Assembly that the building structure must be capable of 1 Snow Load Reduction'-The snow load can be reduced according supporting. to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. \\ \ \\ Figure 3.Rail span and footing spacing are interchangeable. Rat/S'0a� L OP ootSPac'ng B\e`e io \Aoa &C le Qeo"P Note:Modules must be centered symmetrically on Page the rails(+/-21),as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. F SunFrame Unirac Code-Compliant Installation Manual 0- Table 7. ASCE 7ASD Load Combinations Desaipuon Vo-bleDarformcase'].; P", 'ce6s-e-i -Raw,farce �jamts 1011.X f psf Dead Load D 1.0 -0 k' Snow Load S 11OIX Psf Design Wind Load Pnet -d"', ~10 X psf P, TF; i"'O'X psf Total Design Load P Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Using the distributed load,w,from Part 11,Step 2,look up the W(p If) allowable spans,L,for SunFrame. Determine the Distributed Load,w(plf),by multiplying the module width,B(ft),by the Total Design Load,P(psf).Use the There are two tables,L-Foot SunFrame Sefies Rail Span Table maximum absolute value of the three downforce cases and the and Double L-Foot SunFrame Series Rail Span Table. The Uplift Case. We assume each module is supported by one tail. 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 tail to the L-foot can be increased by using a double L-foot in the installation. Please refer to Part w=Distributed Load(pounds per linear foot,p HI for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Step 3:Determine Rail Span/L-Foot Spacing Table 8.L-Foot SunFrame Series Rail Span Span w=Dambuted Load(pO) (R) 20 25 30 40 so 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2.5 SF SF SF SF SF SF SF SF SF SF S�, SF SF SF SF SF, SF $F –M s�=-� 77!i_M'1F SEOSU E`372, Rz SF SF 5F SF 5F SF SF SF SF SF SF SF SF _4��.:2SF2 F1 �K✓ E!�� J,K 45 SF SF SF 5F SF SF SF SF SF SF SF i5K'� _'T'____ "s 1�7 SF,�' F% • SF s '�7 ra�$ 5JF 1Z ."�SOK 5*5 SF SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF ,X__ — – I '� ,' k_"_W_� ;I-lz-75 7.5 SF SF SF SF sf SF SF SF S F S F -.S El–J S F�_',:L S 8.5 5F 5F SF SF SF SF SF Bia :.1 -.CR' f"' I"S, 9.5 SF SF SF SF SF SF Y�' rF" 74 "sF'- 10.5 SF SF SF SF 115 SF SF SF 12.5 SF SF ,�SF 135 SF 4F p:=U N(RAC Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span Span w=Dismbuted load(pl8 A 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 -.K.. -m.,.eC;:�-.a^' `^:, -`E"' int..?.."x'-.'.�e•'^v^,-.--........, .. ;�';..-.0..i,::,.,Nyvr< F �..... a"�e> ?..�.v 2.. ��yr,SF��•.',,45E.;.<.,_SFS:�;';,.SFS:?`�:e:SES`,�,.,�SF�'•��•,�SFa��aSF'��;SF,,LL:-'=5._F.��:.SF„_,',SF.�.-:.SFw•„�..SF.sa,>ASF'x�.SFz�-�.SF„<1:�SF�c:SF.:�'.`�,��SF�u:.:SF�-_:..:.:P-. , 5 SF SFc SF SF SF�4;SFSF SF SF SF SF SF SF SF SF SFSF SF SF "s^;y�_ �a'i”` ,^?F"�ver ,{?`^,5.. w ^'""4.:--'3`"'�""�-,'., `-, 7 v'i'""';- asp: "-s�=.�'y�'. , x•,'.,-1,'� zt Y SFS 3.5 SF SF SF SF SF SF SF SF• SF SF SF _'SF SF_ SF SF SF SF SF _S 5Fr.;_�.SFSf� r.._......s;:�s::.<....,,,.:.`+,�^°`�`-An::uw. ..._'s' .5 SF SF SF SF SF SF SF_ SF SF SF SF SF -'�^^�--`-'-:Gr =•�•-^�„-•'. `r``:^-•,.rt�• z--,-�.s-`;�". , - ._�"Ms'v-^rr�""":'.v.;pxgr�s r-"..,....�:ra,:,�•-;.--<.-;am,'��;.;sa :!`SFr;,.,_'.SF.z xSF<:-�.:." .SF£->,"'s--_`Sv;�.s:�SF%:u'_.�._SF.s.:,�'s„SFa=C:,.s�.S..F.�`:.''�-.:�PSF sN•:'�'.�=-,`��`•'.�:r-:.;-;.:::.,s.'.r " ''��,:.._.:v.a2.:.�.�:rs:�z.:.-�w.:.r�,..;�•.;:,:x:� --.:._r_'.',7.-.`sa::.,.:.�Fi.'. - 5 SF Y SF SF SF SF_ SF SF SF SF ".-,.sst :"r. •sm-:.- -• •f„SF •..,-�;'g;,.^, n '."_...-c, ?y'. 3k r�r"..,a'•�="ti.`=�x'„- <,` ': :",:., ;°<-y,.-.':�.��':'`'t _ SF ?SF :SFs,"wSF „SF >tizSF•. s .SFW ; y ..A= -SA' ltit.h.9'4•, fic_. ..:`. .:_._ J£�i•t..,.....:'U:v'tk 4...a. a.S,:iaY:h.`«t .�_. vG..`t1.a`:::m.. .,3':^.:zt'k�,h'..,.a..: `.J:ZG.°,.. �'�Y.'+i..y, T h.r 5 SF SF _SF SF SF SF SF xSF_,,yeSF, 5 ' x:-_,,:. 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'.yea^.•,-_,-'.-�-�z-nSFussu'SFa-'"<SF�:;:�,:.�•as,�:"_...��....2:.5:::_.._a �-t�..��'m .�,a'..�_.. t' '"Z7 ...Ms':.:.�' .`.3a 'd^t>>..:"4:5a:.a'...,m'�,:c'_�'_..�u^�'z:.3'a:...:.:'<•ia�:..�4:.y'.?:;,v. >�:;'''�S-".,::.3+�$.,:.;�iu I1.5 a,'" SF_ SF _ �..-,�_....;..•n•-- r:^-cr„r-;-»S•C�';" '-•, - p:•-•9, ,;f-,.....y'S ._.:.`>.;�" '�'"`-.',."- -�c-^ "'�"Y-sw:r:- -;- np x"Z;;g°'" '` IZ'.'-M �JFF.:<"�d'inSFc�.z"_.v.:._•a:::7�.n.s.:.;a•::..��35:=iw�.:a'.3,•_c:....,..a:;:+:•S:.0�ka...: �.°�%�..n.:..j.7�r�v.ssn,xr.:�S.'.�..-.�,.....:.a<,�•. ;aYt::v<:i;d;.'�``)na::.;;v:,T:,:..r.tz<cv.;,.:,-..'..k- ✓L.m:✓. 25 SF _ 13�a � € •:•'=mac^ ,� .:•�^�_�;y'n,?_'�,.•^•_.(,rq'r'F`x'g v �z �"s°` i�n'�:;.,, i':�.�..,��•sTs'y�`.'�ar�' .• '��,:-1";�'f' `'SS•F ':� ::?�'��:va.�-�=:�'u`".,•.`.�`.-.;�S�w:£ cu�'=:�.;:«_.r,w"`,,._ �mss,:.3.�i'�``.�- . u�'i}�;."...�'.ai::a�s:z•;�,z.-:��+� .::"�:3.s3...z,::Y�:.-.vat�.,e�":1?�'�t.: 135 SF - -n.^s:x�a�;s: �:' 3;�.:� - i'xi,.7..',µ=•> '."jx'}€ec�x-,-" .:^�, ,x, ;T;••�)c.•:>'esr'-- ^fir xsrST, ,.-:..}-.-"�, �,x.x..��,.,•�y�w „i','At`&':.,-x•• -.?�:s�"Cx= Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force " , structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It is the installer's 'responsibility to 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(psJ9 L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Page 12 SunFrame Unirac Code-Compliant Installation Manual aIF : [}N l AC Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case 1,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x- ft Step 4 Downforce Point Load R lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 11.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12.Lag pall-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 5/6'shaft,* ` Force,R(lbs),requirements. gravity per inch thread depth Itis the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure >k i= and attachment method is strong Douglas Fir,South 0.46 235 V a. enough to support the maximum Engelmann Spruce,Lodgepole Pine A; point loads calculated according to (MSR 1650 f &higher) 0.46 235 Step S and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 Thread Southern Pine 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 budding 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 boh'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 forWood Construction. Pn< *Use flat washers with lag screws 13 ::I U N I RA[ Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components © to Figure 4.SunFrame components. ® w U 'CJI -� f :�x`, .,ti �""•^..,� �.. 41, _=4® rA. , q 0- Figure S.SunFrame threaded slot rail cross section,actual size. Page 14 SunFrame Unirac Code-Compliant Installation Manual H-U N I RAC 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%8"x 11/,' bolt with flange frames top of array.Lengths equals rail lengths.Cap strips nutforattaching L-foot or standoff shaft,and two slid' are sized for specific PV modules.Shipped in 8-or 16-foot x 2 /2 lag bolts with flat washers for securing sliders to lenghs.Predrilled every 8 inches.6105-T5 aluminum rafters. 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/a-20 x 1,Type F thread cutting)—Use 6105-T5 aluminum extrusion.Includes 3B"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 5/ae"x 31/2"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/a"x 11/,4" any cap strip segment.18-8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for 0 Rail 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 x3/d')—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 0 End 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 s/s')—Use 2 per L foot adjusting slider's 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 Use no less than one L-foot per 4 feet of rail.6105-T5 Asked Questions..."(p.16). aluminum extrusion,anodized(clear or dark bronze)to match PV module frame. 0 L-foot bolt(3/a'x 11/d')—Use one per L-foot to secure rail to L-foot.304 stainless steel. Flange nut(3/8")=Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. AStainless steel hardware can seize up,a process called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably an anti-seize,lubricant,available at auto parts stores,(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. Pag< 15 ac'U N I RAC Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. Footings must be lagged into structural members.Never attach them to the decking alone,which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 32 feet,contact Unirac concerning thermal A expansion issues. t'h"at each end of array �-, �.�<,'S4*le_layout;illustrated'in`Figure,4` "'Assuipprions 12module's -T- -- K- arrange'd'in 3 ravrs:o£4, inodales {n' *'E. �' Roof:. r`Arrayv+iiiltli;< 144";(36`'module`:widthz'4modules'per'rbw),F ;" "? peak. Array length:=:18Q"i(60'iriodule'leggth;x 3'rows).x Awidtfi - 1.,'space_between modute rows . 3. ;h s m w +1Vir-(3�4�'bj't- een=riioduleratl,—dtiiic_2 =184 z rF: x.•-: a w = ({ 1 _ .d�:•` � .ti�ti - �?3.5� w....:..4...•�' �1 ..-x+;...4+".4...,..G....ws.=�A. 1.Laying out the installation area Array length Module Rails Always install SunFrame rails perpendicular to rafters.(These instructions assume typical rafters that run from the gutter :p.3, ~.;caption}`-` to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of j horizontal. d lvtadule', Leave adequate room to move safely around the array duringHnd"`.. th. 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 w 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 Cod U N I RAC 2.Installing the lowest row of L-feet and rail In the lowest row,it is not necessary to use L-foot adjusting /;", 40� sliders,even if you plan to use them in subsequent rows.Install L-feet directly onto low profile roofing material such as asphalt shingles or sheet metal.(For high profile roofs,such as the /;° t ;d $: L� or shake,use optional standoffs with flashing to raise L-feet. ;�f/ ;'>` .ei' • ,�o�` ;fo L-feet must be flush with or above the highest point of the roof wr surface.) /� ; d. �o,• L-feet can be placed with the double-slotted side against the roof surface -slotted(as in Fig.7)or with the single side against the roof(which increases air circulation beneath modules). Module-to-roof dimensions are listed on page 15 for both ar rangements. , =S l feet Ifyou are using L foot adjusting sliders,you must use ;.. : the short side of the the L foot against the roof in the • first row.See Figure 9 below. scre w"' ; -;•,+ If you are using both L fNVgVs•log into slot oot adjusting sliders and standoffs, _ see the upper box on page Il. :: nearesf the bend Install the first row of L-feet at the lower edge of the instal- V / 2'%,u:,' lation area(Fig.8).Ensure feet are aligned by using a chalk _ / ,,.n`%.•';. . .. ,line.(A SunFrame rail can also be used as a straight edge.) /`= Position the L-feet with respect to the lower edge of the roof as ✓:; , z'.^ ., n:iristallafion:area :: .ti;,r 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 '14 .,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). err Cut the rails to your Utiliiy slot`f i Noy l o screw,. array width,being sure #�F4a ;"x=isi•+xiT<u 3r-'i<,^.,.lg I >NzV » ,": Oft: to keep rail slots free "=;{�_,- ?•"° =y-`,, � of roofing grit or other F =��-• , -'�`•'• Utility slot for.jjd" -3' _, < „ debris.If your instal- `Slot;for /a"- l" Figure 8.L-Foot flexhecid,bolt ' t laton requires splices, footirig,bolt ' '` - j'' ` � orientation. assemble them prior to attaching L-feet(see"Footing and splicing require- ments,"p.11,and"Material planning for rails and 3 cap strips,"p.13).Slide the a inch mounting f � Fa bolts into the footing slots. If more than one splice ,,,-, ••; is used on a rail,slide Lfoot bolt(s)into the footing slot(s)of the interior rail segment(s)before splicing. j ' ''-y% E"•1''$ 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. a +! e Ensure that the rail is straight and parallel to the f' >j edge of the roof.Then tighten the lag screws. Roof peak' ,,, r';`� ,=.,,, "��'• Figure 9.L foot orientation in conjunction with L foot adjusting sliders.The sliders include two utility slots to secure module wiring,combiner " r boxes,and other system components. P.g. 17 Imo`U N I RACUnirac 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;,attachthe shaft in the-same manner as an installation with no standoffs. OXY vi, - = With standoffs of equal length,orient'L foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L feet in the same orientation—either both long side up or both short side up. L-foot , F This example assumes a rail seven times the length of the ,, shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and.splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5.All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet,thermal expansion joints 6. Interior rail sections supported by only one L-foot must may bnecessary.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 step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L feet. 2. Overhang(B)must be no more than half the length of Rafters the maximum footing spacing(A).For example,if Span A is 32 inches,OverhangB should not exceed 16 inches. 1 Stringer ;l ii _ l� r" �T Rail Modules should always be fully supported by rails.In other words,modules should never overhang rails.This is especially critical when supporting the short side of a non-rectangular module.When a rail supports 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 lord which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Pagc 18 SunFrame Unirac Code-Compliant Installation Manual On UNIRAC 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 ' ✓ 1; ��\,� ,� „�, `1 ' lower bolt hole centers of each row of L-feet.Install the second Module lengtll+'/< ) row of L-feet in the same manner and orientation as the first ' J ` • (hole to hole) �t/ row,but leave the lag screws a half turn loose.Be aware of the set-up time of your sealant;the L-feet will not be fully tight- ened until Step.4. f With L-foot adjusting sliders:Use a chalk line to mark the position of the slider center holes of the next row.The illustra- tion llustra tion below provides spacing guidelines.The length of the ----- -- ! module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L foot separation.See the note on module length in the pan-head screws in its frame. caption offigure 4(p.9). Attach and seal L-foot adjusting slider.Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. Roof peak —� A=module length A � e_.sssS Align slider � 1 A T center hole - ac to chalk line — �R ` Lowest row of L-feet `> Align slider (no footing sliders) A-3'/4" center hole to chalk line A+3/4" A+13/16 A+2 1 A Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail Snug in the same manner and orientation as the first rail.After rail alignment,tighten the rail mounting bolts to between 30 and Moduie A 35 foot-pounds. ;_. `1 M•. 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 t. between the ends of the modules and either rail.(If pan-head , ,tib'- .;:r �• " ;, screw heads represent the true end of the modules,be sure the screw heads touch the rails on both ends.)Tighten the lag ,- ;. y„la scre_w•_s:' ��°4' �-`•� iuin3oo`se): g•,.. • . . half: screw on that end.Slide the module down the rails,snugging ' ``•_° ,ti ht' °y . '.` the rails and tightening the remaining lag screws as you go. 71 With L-foot adjusting sliders:Install rails on first and second w, rows of L-feet.Verify spacing by placing a module onto the Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. S.Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow- ° All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. P.S. 19 tl'Q t ��t ;Effi U I V E Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use foryour particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap of every rail segment.Wherever there is no strip segment that crosses the array center line,and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment,drill a'/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, g and superior aesthetics.This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p.11).Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. The example assumes an array of three rows,each holding _ five modules 41 inches wide.Thus,four 205-inch rail Array center line t. ii i1 1I i1 ii ii tt �� 1i " i E 11 Trim line arra ed a +---sem Trim line(array edge1l ,, ,, (array 9 1 •1 i •Vt 112"• • i • •11 • • • . i H X 96" • 1 st cap strip It 91 1 C 83" ; _; , { E 122" 4th rail •;{ •W 112" ; J I 1 X 96" ; 2nd cap strip t� = g 83" 1 D 122" i( 3rd rail i .V 80" • •;1 .'( P Y 128" j 3rd cap strip (; A'96" ,; , ' i, C 109" ;' 2nd rail t. I.1 t 1 " 11 .Z .W 80" . C 1 I . . . . . Z 128" . 4th cap strip tt { A 96" ;; ;>,�X' ;1 ;; B 109" ;; 1 st rail Usable remainder:D,70",E,70",Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual o: U N I RAC 6.Securing the first module Gather sufficient lengths of cap strip '`Cap strip screws ` to cover the length of the first rail.For maximum visual appeal and material conservation see"Material planning `:'` `; P g for ; _•,. Permissq.p,.ove(tiang` rails and cap strips"(p.13). � ;. 1�3 madule,wicith r'- Slide the first module into final position at one end of the array.Lay the remaining 7: ��- "-.. rn•., ';. modules in the top row,leaving a gap about a foot wide between the first and second modules(Fig.13). The temporary gap allows the installer to .r- " -�.. �•�' • '' place one of his feet between modules.He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof.For the time being,the ~mss �C.- i+ 5:. .• ,ter,. last module may overhang the rail b u Do Rof,�nstalhsecond ' Y g Y P to one third its width. � •{'••�:.�'`=' _ =•� capsfrip until -;'•� '� modulestare.Placed�� Attach the end of the cap strip withr- the cap strip screws (Fig.13,inset),so that the upper end of the first module is Figure 13.Begin cap strip installation. secure. _.._..__._ _ _ ............ f 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 :Install<screws: i ,•- =< w screws must be 1/4-20 Type F thread cutting(18-8 stainless t - steel)and the correct length.See Table 4(pg.15)to match .; screw length to the size cap strip in your installation A Every cap strip segment must have a cap strip screw 4 -inches or lessfrm each end.If the nearestpredrilled hole falls more than 4 inches from any end,drilla '._ - fy feppmg;ga 1/4-inch hole 2 inches from the end and install an additional _ screw. Figure 14.Position and secure modules one by one Wherever it is necessary to make a new cap strip hole, drill a 1/4-inch hole before installing the cap strip screw. 7.Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it(Fig.14).For a neat installation,use cable ties to 4 >>>> • `:r =` ' e"=, attach excess wiring to the rail beneath the flanges.Unirac's x' '` P„. "X.4 X. cable ties can be attached to the SunFrame rail by drilling a ti=' 1/4-inch hole in the rail and pushing the end of the tie into the hole. Se'csiecf Continue the process until all modules in the top row are inlsfiriiotul - final place and secured from the to •When complete,every _. .__ g prepunched hole in the cap strip will be secured by a screw, -- -- - - ' and the top end of the first row of modules will be secure. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows(Fig.15).Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail,securing the bottom of the lowest module row. Page 21 low",U N I RA 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). Yj- : 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%4-20 Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1:3471.42 34-36 ( �'� C '/+, 1.50-1.57 38-40• � D- 3/4" 1.77-1.85 45-47 F 1'/4" 1.93-2.01 49-51 IT E I A'. Sharp lipped modules t G I" Sanyo lipped modules VIIII v H ' Page 22 SunFrame Unirac Code-Compliant Installation Manual N—U 1 y I RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5!clamps The answer depends on the orientation of your L-feet and with the 3/8-inch stainless steel bolt provided with the S-5! the length of your standoffs,if used.See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5!clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. Frame.Unirac offers an Oatey®"No-Calk"flashings for _ ., t n.,. k r Module its steel standoffs and Oatey®or Unirac flashings for its thickness aluminum two -piece standoffs.See our SunFrame Pro-Pak ;r "t `5.- P ? vanes Price List. How do I attach SunFrame to a standing-seam metal 2'/4-±'/8- roof? A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-51—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 }'r } t C' ''° y Module : 3`rX ; thickness penetrations altogether. vanes Module 2'14-±'/8- thickness M 7 t ZM Vi vanes ..: Standoff height all 13,4 O Page 23 HO U N [ 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.aamanetorg)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall- except for the anodized finish,which finish its shipment,storage,or installation. completely satisfy and discharge all of Uniraes shall be free from visible peeling,or cracking or This Warranty shall beVOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlier with Unirac's written installation instructions, for special,indirect or consequential damages of 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. ra MiEU N I RAC 24 r • tF�y"''.qt,� �k :�I� r��:+��,� �,�:� � �f �t':;%'�'.� �.�`;.�'�.ri as ' �b �y�� A s .�, y� n ., � .. ' Je °�A,'.•� 'be�= ^.'°�°"�P'j'•a^.��..•°�°�'"• ' "��%'F p,$iv o`a d •�,•pA ao ®. 4iv.aw�ee.' 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SECURE P�R'SUPKY d'}ip "7t' .f",>,^ �. ,r i °'�"'¢ ,�°• � �.aF�<.,•, ,, '$�, �a:'nY" ^�� <Ji, a8 tcp j '• Op ';� •y. ,°•pia^ 'Z";�y;n'�% t ,:.k�r °fid°^'Sa'�z.• .S:e. v', ap <r $ , ;:«. ,$1, L,. n ' - -•' , s "03',•4. r� $, a,: adrr,^ r,• .j' ,T' :�.:c� " s 7.rM.a. .a<• •'gr°°<.v°¢>'e,.,, .°'°d,oeps�^��, �>e(°.s„ma ae` �t � '+? y •"�'',�-�0'tk 4' i :. E .°„>o”' 2'^">.¢. P• g..8?. :'+,^°'- f$ °° 'R .'k^ t' O/r!Jr �¢�. �,�3s?' �:�'�,�,^'. �`a.+� °T':"..,° �°q,•,;•e;tp: {` a�"^ �°i.�,' - '''A�'�CF,,to Cid`'. • '"J�1 ,. s,^r�._ ad°`vs<:"-qr„';w � 'x�r �,? °•,g�^,°. >•"�P ,,fr:°,e G1 O 4G d? j Certified _ ; Innovative ; Paw a°oeO�ac'o��oG' Pp Y -,UL 1741 and 16996 compriont •Secure Power Su I P.ides o i o,• r .a;".,e o s -c n, cxs,•, •Integrated AFCI•meets the require daytime,power during grid outages p` C�', °�qP `0os,Q a ments of NEC 2011 690.11 -0 Po ,04 / e oiG .416 pig SUNNY BOY 50001rL-US / c:\ off..,�� oPs��s� .:•p Setting new heights ih %\ °s The Sunny Boy 3000TL-US/3800TG a �°4` "6r step in performance for UL certified invet, s, °o a°��' power production is derived from wide OptiTracTm Global Peak mitigate the effect ofd �9r Supply feature provides daytime power in the EN features make the Sunny Boy TL-US series the first ct� A _Sunny Boy= L- S)" js 91 1��, 3$007L-US Technicial data 'Y 240 V AC 20i��Ik 240 V AC 2oi 'V A:C Input(DC) 3200 42QQ:W -Max.DC voltoge dao V Rated MOPT voltage range 175-440Y 75-460 Y' MOT"aper6iinq V0166e ranqe' 0, 5 QY 12 z500V- Min,DCyoItcge/start voltage 125 V/I 50 Y input curr�nfZpe MPP JkA 15A A A A 151A., Max.operating inp 24A 15 Number of MPP trackers/,,stijqgs per MPP!rocker Output(AC) _J AC nominal p9wer, 21000 W. 3331 Max.AC apparent power 3000 VA 33 Niq,Winal;k(t voltage/qcljuitc@� 9 -0 /0 2i)8 V 240V/ 240 V Ad Volta' I 83-22.9V. 2 1 1 2�4 V-1 bgstinge Wv ',„jq*P''2'2'9-V'_5 72 1,1 -_2&iY, AG grid I' recluency;range 60 ft/59.,3-60.5 4OHz/ _�59,3,��60.5 Hz, Moi,qotpy !current 15A .0 A � I -I 2, Y - Power factor cos 6uline connections U z larnionics <4% iciency Y.effic"t"e 'n, y, __ — -.. - -_2_27 _ 97.5 A ien&; 965��. �6�_ 97,9% 96.6� _ _ 97.0 %_ , Z'devices , \ ecticri,clev' ice polarity,prpte;tion... It monitoring bdkdTonjtqn'Qq, 0 resid;ol current monitoring unit ltern;piet(.0d)compliant to LIE 169913 -,yerX(?Itage'category "bf,in 'Jin 496 191 lt '(1 9J/,26,S�/7,3)_, I 0/297Z I 00,(7Al I.I.,Z/7.5) in mm(!n), v617 j 597 jj66_{24.3/23.5 J I0t5_ fiensions(WH b)in mm(in) •370 l 2d0/280 40/§,,f/11,01 igh! 24g (531b)J 3,5 k .(8lb) �ct packing Weight, 27 kg E6016}j 3.5*kg (8 lb)" -40*C . t�c!*C,740a! +I4Q'F). -. 1 525A(A) 25 dB('A <?5 dB(A) W- 7 n Aess Transformerless T'q sfp ie Convection yedqn Convection.,_ NEMA�R _KWA 3R 1*03R 7, 016 0/6 .......... 4/6/6 0/0 "CA 7 SA�21ZJQ1,1:1 Lft 1741,UL 1998,L)LI ) -A8Q0T�VS-22 _4— S6'3 2 •} s.., 5000TIL7 U S 0 VF_-L E, 7 0,0 07, S 7 7 J, N Z� 5",! - P i t N, -A 21 j -4 f Z:1` A _*J" T E WORLDS ON LT H b. SECAETOWER SUOPLY R -P 1_Certified llhnovalfhii, i Pow,e&ll Flexible. 974%.aximu-m efficiency -,-Two MPP trackers p6ovide U Ll 741,and 1606 compliant 1 —Secure'0ower Supply provides •Integrated AFCI meets the require- daytime power during grid outages I Wide input voltage range 1 numerous design options i ments of NEC 2011 690,11 •Shade management with OpfiTroc •Extended operating -Global Peak MPP tracking, temperature iange, SUNNY BOY 3000TL-US 380OTL-US /4000TL-US 5000TL-US / 6000TL-US / 7000TL-US / 770OTL-US Setting new heights in residential inverter performance The Sunny Boy 300OTL-US/380OTL-US/400OTL-US/500OTL-US/600OTL-US/700OTL-US/770OTL-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 Cipti%611,1 Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power 4P9 t IN Tht Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative * ME features make the Sunny Boy TL-US series the first choice among solar professionals. 0 R,W ---------- 7--- Sunny"Boy- OiLVS Sunny Boy 380OTL-U Sunny Boy 4000T 3GO _L- US Technical data 208 V AC 240 V AC 208 V AC 240�V A(; 208 V AC 240 V AC Input(DC) Max.' power usable DC266W 4200 W .4200 W j cosCPS P 600 V 600,Y__ �010 V Max DC vlo toge, ------- Rated MOOT voltage range I V 175-�80 -- -"-^ - 1 7-.-- - I -- , V MPPt operating voltage range125-��00 V �IR Y2Y_ 0 I - I . — -- _:1. ---125 dV V 125v/ 56v 125 125 V/!'�O' V —Min /stortvoltage_ _15P V - A, current/per MPO,fiock,e, 24 A/15 A 24-/15A Max.operating input, r I 8-A/15.A Number-o(MPP trackers/ strings per MPP tracker 2 Output(AC) AC nominal power 3000 W 3336 W 3840 W 4000 W Max.AC apparent power3000 VA 3330 3840 VA 4000,,VA Nomin-ofA-if,voltage/adjustable 208 V/__! -24OVIA 208 Vf 240 V 208V 7 211-:-26�N 183-229 V 229—V -21 f--26iV ACgrid Frequency;rcmgq,.,,. 60 Hz J 59,3-60.5 Hz 60 Hz 59.3-60,5 6 Hz 0 Hz j 59,3-60.5 Hz Max-output current 15A i 16 A 26 A -0owerfoc (cosyl Output phases/line connections 1/2 iHarmonics < Efficiency 97,2-X. 0.6% 97.2','. 972% 97.5"' Max.efficiency - -- CEC efficieRcy, 46 5�/- -1— - P. - -, --11---- 11------� 3.' 9&5% 96.5% 96.5% Protection devices DC disconnection device DC reveirse<polarlty_prci,;ct Ground fault monitoring Grid monitoring AC short circuit protection -Z" Al,pole sensitive residual current monitoring unit 'Arc fault circuit inierrupter(AFCIj compliant to UL 16996 Protection class/overvaktogecategoryI j IV General data Pimensions"(W/H/*Q)in.m(in) DC Disconnect dimensions --- ---- 87 90 (T4 1 1.7 7.5) H/D)in mm(in) - - 617/597/,266 (U�3-/,23_5 16�j _ Packing -s(W/ )- - -.-- - -- - -- ---- _ D)in mm(in) DC Disconnect packing dimensions(W/H D)in mm(in) 370/240/280 (146494/1 1.0 Weight/PC Disconnect weight kg (53 161 1.3—kg (8 IN Packing weight DC Disconnect pocking weight27 kq,(60 lb) 3.5 kg (8 lb) -40-r- ,C 'F' ...+1A0 R Operating temperature.range ------ ----- se emission(typical) <2-5-dB(A) < - Internal consumption at night__ W <I W , zl- Topology Transformedess ry Tronsformerless 'fronsformerless Convectio Cooling_ C Cqqyecticin Electronics pro-tfc!!onjati1ng --NEMA R NEMA j RE-MAJR Features Display graphic- ! ,r—1-,11 Interfaces--kS485 Speedwite/Webconneci, P/0 ------------ 20 ypqrs ...... Warranty 1-0, 15 _ UUI 74....U... - FCC Part I (Class A'0),CAN/CSA C22.2 107.1-�L, Certificates and permits(more available on request) _J, L 1998,UL 1699B,IEEE1 54 NOTE:USinvertersship with gray-lids, Q----- S�,�bbbf[0&22 --- ---- sa _Type designation US:22 -US-22 _0400TL j-----------------------i Efficiency curve SUNNY BOY 5000TL-US-22 240Vac----------------------------- Accessories 48 ' ? ,•►••—••- ._.- mm "'„., ed—./Wobconnect RS485.nWface .._ 1 1 M-485CB.US10 46. ./_ i ... ... .,. ........ i ... ... nt�edace } D _ - SWDM•US-10 94 Fr• .. aW-or SB 3000 3800/ i EE ' w 483-•j -_.. I Eta{Y,-175 V) - s S FANKIT02.10 s •- Elo(V„n 400 VJ , tis nsu V..IV] ' 00 02 O.d 06 08 1-0 - --0 Standard feature O O ptional feature Not available Output power/Rated power Data at nominal conditions...----------- Sunny Boy 5000TL-US Sunny Boy 6000TL-US Sunny Boy 7000TL-US Sunny Boy 770OTL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 5300 W. , 6300 W -. 7300 W _ -8000W - 600V_ 600 V 600 V 600 V 175-480 V 210-480 V. 245 480 V 270-480V 125-500 V 125-500 V -125-500.V_._ _- - - ... ._... .. .- _. 125.-500 Y,-_ .... ..., 125V/150V _ 125V/-150V ,- 125V/150,V 125V/150V 30A%iS-A 30A/15A- _ '30A/18A 30A/_78A _-2/? _ 4550_W 5000 W _ 5200 W 6000 W� 6000 W -- 7000 W,____, .--, 6650_W _ 7680 W _ 4550 VA 5000 VA_ -5200 VA 6000 VA_ 6000 VA 7000 VA V 6650 VA 7680 VA ! 208 V%i € -240V/• 208V 1 0 240 Y I! "208 vi 0 240 V/!p _ 208V/G- 240 V-/,• 183-229 V 211 -264 V _ 183-229 V - 3 . 211 -,264 V 183-:'229 V 211 -264V 183-229 V - 21 1-264 V _,_•_--,66 Hz/59.3- 60.5 Hz,--_ __ b0_Hz/59.3-.60 5 Hz„-,-, ,- -_ _ 60 Hz/59.3-60.5 Hz -, ,_60 Hz/59.3-_60.5,Hz :.. 22A 25A. 292A _ 32A.,: 1/2 A 1/2 lT/2 973 p _ 97.640 97.0% 97.41/0 96.8% 96.87. 96,8% 97.37. 46.SY� 47.0°ib 96590 97.09a 96,M 96.51- 965! 96,5% -,_ w 490/519-/_185 (193_[205,/7,3)-- _. ... _ 187/297/190 (7,4/117174, 617/597/266_(24,3{23,5/]0;5) 370/240/280 [14,6/94,/11.0) _ 24 kg (531b) 3 5 kg.(816) 27 kg (60 Ib)/3.5 kg (8 Ib)' -40°C- +60°C +140°Fl, <29 dB(A) _ 4_ - -- <29d6[A) _, <2d8(A) _ <29d8(A) _ _ <I W _ Tronsformerless __. Transformerless _ „Transformerless ,._ --•• Transformerless _ Convection FanFan Fan NEMA 3R _- NEMA 3R = NEMA 3R _ _ NEMA 3R r. O/O O/O - 0/0 _.. 0/0 ,*/O/O T. .. _. ._ ^M� :iO Jp `.... _ _ .�•`_.'♦/p/O 0/0/0 3 - ---- - _ - _UL 1741,UL 1998;,LIC 1694B,IEEE1547,FCCPar)15(Class A&B},CAN/GSA C22.2 1071.3 _ ;,SB 5000TL--US-22 ,__ _ SB 6000TL-US-22 SB 7000TL-US-22 _ SB 7700T6US-22 -, 4 &c" i Shade management Easier More efficient 9 94 Secure Power Supply Broad temperature range Flexible communications A NEW GENERATION OF INNOVATION THE SUNNY BOY TL-US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY. Transformerless design in all types of climates and for longer periods of Leading monitoring time than with most traditional string inverters and control solutions The Sunny Boy 3000TL-US / 380OTL-US g / 4000TL--US / 5000TL-US / 6000TL-US / Secure Power Supply The new TL-US residential line features more 3 7000TL--US/770OTL-US are transformerless than high performance and a large graphic inverters, which means owners and installers One of many unique features of the TL-US display. The monitoring and control options x benefit from high efficiency and lower weight residential series is its innovative Secure provide users with an outstanding degree of a A wide input voltage range also means the Power Supply. With most grid-tied inverters, flexibility. Multiple communication options f inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable Inverter �= under a number of conditions. powered home SMA's solution provides and one that can be monitored on Sunny L daytime energy to a dedicated power outlet Portal from anywhere on the planet via an Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection. Whether communicating q been shown to be among the safest string homeowners with access to power as long as through RS485, or SMA's new plug-and-play Inverters on the market.An industry first,the TL- the sun shines. WebConnect, installers can find an optimal r US series has been tested to UL 1741 and UL solution to their monitoring needs. 16998 and is in compliance with the arc fault Simple installation requirements of NEC 2011. Wide Power Class Range As a transformerless inverter, the TL-US Increased energy production residential series Is lighter in weight than Whether you're looking for a model to its transformer-based counterparts, making maximize a 100 A service panel or trying s OptiTrac'rm Global Peak, SMA's shade- it easier to lift and transport. A new wall to meet the needs of a larger residential PV -i tolerant MPP tracking algorithm, quickly mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure adjusts to changes in solar Irradiation,which makes hanging the inverter quick and easy.A Power Supply has you covered. Its wide mitigates the effects of shade and results in simplified DC wiring concept allows the DC range of power classes—from 3 to 7°7 kW— higher total power output And,with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any trackers, the TL-US series can ably handle saving labor and materials residential application.The TL-US series is not complex roofs with multiple orientations or only the smartest Inverter on the planet,it's also `73 3 string lengths. The 380OTL-US and 770OTL-US models allow the most flexible. Installers to maximize system size and energy An extended operating temperature range of production for customers with 100 A and 200 -40 °F to+140 'F ensures power is produced A service panels. Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC ----------------------- NEW EQUIPMENT -----------_ �__—__-- EXISTING SERVICE — -� 120/240, 1 PH, 3W 200A QWH c PV-SA-1A ' I lA g AC-COMBINER PANEL 1 . . INV-1 AC---CMB-1 E j e ° Z --Y..——.. —- (LOCATED NEAR INVERTERS) AC DISCONNECT_ [}; I (PV LOADS ONLY) CJ AC-DSC-1 N • •• 2 1 INTEGRAqLj- — -L DC/AC ( I I p I ® DISCONNECT SWITCH ( I ( z PV-SA-16 ! I I A B T r MAIN I BKR-1 � .J I PV-SA-2A j I I FUSEDA Is N m o B I INV-2 ! I I ® . .. ® I j F3KR-2 ® Q € I 12 © o -- — •• • 2 — INTEGRAL DC/AC j I I j I N a DISCONNECT SWITCH I I I N �'—j� I PV-SA-2B j l I j EGC i I EXISTING I-----II------- J—, —®----— w —--- L GECg—.—------1 GEC i 7—WIRING GUTTER IRREVERSIBLE SPLICE ( EXISTING AC PANEL PROPOSED 3-LINE ELECTRICAL DIAGRAM REVISIONS Victor & Leonora Spitalieri 3365 Delmar Drive e- ENERGY Laurel, NY 11948 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: SPTLRI-3LD1 Revision: 1 Revised: 7/02/2015 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION TAG TYPE,CONDUIT AWG./ EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 5-MODULES A USE-2/PV, PVC-40-1" 10/6 PV-SA-113 PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 6-MODULES B THWN-2, PVC-40-1" 10/10 PV-SA-26 PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 6-MODULES C THWN-2, PVC-40-1-1/2" 6/6 D TH W N-2, EMT-1-1/2" 6/6 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 6-MODULES 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-1 INVERTER, DC/AC SMA INVERTER, MODEL SB3800TL-US-22,240V JUSTED FOR TEMPERATURE, DISTANCE,AND BUNDLING. INV-2 INVERTER, DC/AC SMA INVERTER, MODEL SB3800TL-US-22,240V 2.) ELECTRICAL CONDUITTO BE MIN. PVC BKR-1 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND,2-POLE,20A SCHEDULE 40,ADJUST FOR SITE CONDITIONS. BKR-2 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND,2-POLE,20A 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- TION METHODS TO COMPLY WITH NEC AND LO- AC-CMB-1 AC COMBINER PANEL 250V,60A, NEMA-1, 1-PH,3-WIRE CAL CODE REQUIREMENTS. AC-DSC-1 AC DISCONNECT, FUSED 250V,60A, NEMA-1, FUSED; FUSE RATING 50A ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY OP. CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. AC CIRCUITS TAG @STC @STC @ T-MIN @STC VOLTAGE MAX.AC MAX. DC PV-SA-1A 5.98 A DC 225 V DC 364 V DC 6.46 A DC TAG POWER RANGE CURRENT CURRENT PV-SA-1B 5.98 A DC 270 V DC 437 V DC 6.46 A DC PV-SA-2A 5.98 A DC 270 V DC 437 V DC 6.46 A DC INV-1 3800 WATTS 211-264 VAC -16 A AC 24 A DC PV-SA-26 5.98 A DC 270 V DC 437 V DC 6.46 A DC I INV-2 13800 WATTS 211-264 VAC 16 A AC 24 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Victor & Leonora Spitalieri :^ 3365 Delmar Drive �., ENERGY Laurel, NY 11948 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: SPTLRI-3LD1 Revision: 1 Revised: 7/02/2015 F0, s ® , . . , T`20f%1 E^F_F_I'CIEaNGY w Y 'fit,,i ",:_:• :...� - :'t: .' ,' :'Sriiif?oitier4E2Qane(s.are3({ie highest '"'neffieieiicy panel's n-1 todray,p ® SERIES },{ ,pI V ding more,-power;iri the same x'NIWXIIvlllftvl S=Yt-T ---(D UTPUT `w Comp'teliensiue inverter-coiripatibilify ::erisu�est that:cusio•mers cah,"pair the highest- " _,,e ic,ency pariels�,ith the h' hesieffictency "'�':inv.,eSfiers;'rnaiciriiizing=s�stem'�oulput:";�'�� i ...„[ �;Yt..0 a,,..:'•..rG,r-`a,;5:�'v,'.-��.0':"y�:5�- -,::•S'..,.�,�+'e�.:�4r5,�:`-'.:'•-..i("� i` �`}�T='R'E�Dl1'CE'D�'INSTALLAT:IQ_ N'';C,CJ,ST'- -• °�' - 'ki-r^ :". .::i� �'-�l C� _ 't,:;.i.ie ,ti•.S" 3_`�7�.: rx v_.rer per panel means`fe�verpane}s:.':ti' [_ M...•,,��i', -r'i.-t ^:#7- - :{�.:� - .:�aYyr�, T^}hk..x:;. - - - "YM^�<,._`-.�`-..'1. a`_j� ..ii "K Z,'�•� 'k,'t r-.`•'m�,: f: pzr.,'install:`1liis°saves"'}aoth;�fime`";andmone :' ;<; iRELIABLE.;AN61,0.B`U;ST`DESIGN',: ' ' ;, SunPower�s'unig `'• ue iViaxeo�Y""cell=` f'_' THE WORLD'S STANDARD FOR SOLAR � ' �.4`�+•l,�^3. .k,:;�3 I ; /;:c'�d'r.�tl�; .-' ;}..1'•t. .. ..1,.�e ti:';': a- te �l • pi... o a rt_ .apdvonceC modolea .w.y ., "'` '^�:•":•v SunPower''`' E20 Solar Panels prov;de today's highest efficie,icy and �designM1ensure�iridustry�ledding`;•r`eliobdility��,,=.- ., p Powered by Sun Power Maxeon' cell technology, the E20 erformance ) series provides panel cor version ef-c,encies of up to 20.1/ The E20's }~t low voltage temperature coefficient, anti-reflective glass and except'onal ''..al.Mr,'Its, low-1'ghr performance attributes prov;de outstanding energy delivery per • r.�=> _,: �G. -^.�„<.�';:,�.,.,,:... peak power v.att SUNPOWER'S HIGH EFFICIENCY ADVANTAGE !Y:b�:":�'• .; ,:�.<:� r '':..x.14,^�;'"�^'� _�p'!�- „ �s�'y, •t;�^:-.. 20/ ;x. ` ;a.. :. 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