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No: 37407 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building SOLAR PANEL Location of Property: 340 Colonial Rd, Southold, SCTM #: 473889 Sec/Block/Lot: 79.-6-29.1 Date: 1/30/2015 1/30/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/28/2014 pursuant to which Building Permit No. 39352 dated 11/7/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS AS APPLIED FOR The certificate is issued to Mellas, Richard & Wassmer, Patricia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39352 01-20-2015 F Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39352 Date: 11/7/2014 Permission is hereby granted to: Mellas, Richard & Wassmer, Patricia PO BOX 1779 Southold, NY 11971 To: install a roof mounted electric solar panel system as applied for At premises located at: 340 Colonial Rd, Southold SCTM # 473889 Sec/Block/Lot # 79.-6-29.1 Pursuant to application dated 10/28/2014 and approved by the Building Inspector. To expire on 5/8/2016. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO - ALTERATION TO DWELLING $50.00 Total: $200.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 ' I Date. )0 - z0 -2-0 1 `( New Construction: Old or Pre-existing Building: X (check one) Location of Property: 340 Colonial Road Southold House No. Street Hamlet Owner or Owners of Property: Richard Mellas Suffolk County Tax Map No 1000, Section 79 Block 6 Lot Subdivision Permit No. 39 � �_)— Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Filed Map. Lot: Applicant >o 1. i c, ( . C• Underwriters Approval: Final Certificate: __ (check one) A I cant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 OF SOUryo� y4OUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(a)town.southold. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Richard Mellas Address: 340 Colonial Road City: Southold St: NY Zip: 11971 Building Permit #: 39352 Section: 79 Block: 6 Lot: 29.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858 -me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage 1_►kvJ:Rk1191Cf1 Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Heat Duplec Recpt Ceiling Fixtures HID Fixtures Hot Water GFCI Recpt Wall Fixtures Smoke Detectors A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors A/C Blower Range Recpt Fluorescent Fixture Pumps Appliances Dryer Recpt Emergency Fixture Time Clocks Switches 1 Twist Lock Exit Fixtures 1--d TVSS 6213 WATT ROOF MOUNTED PHOTOVOLTAIC SYSTEM to include, 19 -SPR -E 20-327 panels, 1-SMA6000 inverter, 1 -combiner box Notes: Inspector Signature: Date: Jan 20 2015 81 -Cert Electrical Compliance Form.xls Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com January 16, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Richard Mellas 340 Colonial Road Southold, NY 11971 iN ------------- GP Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 solar@pacificoengineering.com Section: 79 Block: 6 Lot: 29 I have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer Sof NE�V y * p � r_ n Z� 2 066101 v Ralph � F 0NP 1 Engineer NY 066182 24GE04744306 pF SO(/j�olo IV • c0Ulm'� M TOWN OF SOUTHOLD BUILDING DEPT. / 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) [ ]CAULKING rCfwe_ ,g� o, DATE � � � INSPECTOR FOUNDATION (1ST) -^------- FOUNDATION (ZND) ROUGH F[NO & PLUMING INSULATION PER N. Y. STATE ENERGY CODE MAI, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20_)�f Approved // , 201 Disapproved a/c Expiration 20 ���, ti � �, ;- Ir --•moo l OCT 27 2014 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Suryey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: GreenLogic LLC 425 County Road 39A, Southampton, NY 11968 Phone: 631-771-5152 Building Inspector APPLICATION FOR BUILDING PERMIT Date I a 17==3 , 20 —1 t P,, G. < PT. INSTRUCTIONS T(?I" r, 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) e- n A25 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee,,ag6nt; architect,' engineer, general contractor, electrician, plumber or builder Contractor.. APPROVED AS NOTED Name of owner of premises Rich6rdA'elias"° DATE- V&_ `Z B.P. #'�i9� (As on the tax roll or 1 BY deed) If applicant is a corporation, signature of duly authorized officer (Name nd title of corporate officer) r �' R Builders License No. F iV%li , -_ { _ F{",i,vG, PLUP J"� 'G, 40227-H 2- Plumbers License No. S ,' P!NG. ELECTRICAL & CAULKING Electricians License No. 43858 -ME 3. IivSULATSON Other Trade's License No. 4. FINAL - 001,;S T RJOTION & ELECTRICAL MUST BE &0PLE TE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 1. Location of land on which proposed work will be done: P,cD UIREMENTS OF THE CODES OF NEW 340 Colonial Road SATE NOT RESPONSIBLE FOR House Number Street UM)dUOR CONSTRUCTION ERRORS. County Tax Map No. 1000 Subdivision Section 79 Block 6 Lot 29.1 Fjled Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwel 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost Fee . O0 r- 5 If dwelling, number of dwelling units. If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories, Rear Depth 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 V 13. Will lot be re -graded? YES NO �Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Richard Mellas Address° colonial Road, Southold, NY lWone No. Name of Architect Parifirn Fn9inaerinyy P_C'_ AddresS700 Lakeland Ave, Bohemia, NYPhone No 631-988-0000 Name of Contractor GreenLoaic LLC Address 425 Cmjnty Rnari 39A Phone No. 631-771-5152 r Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim A.lbukrek being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this - 1 � day of ( — 201 All Notary Public BARBARA A. CASCIOTTA Signature of Applicant Notary Pualic, State of New York N 01 CA4894969 W. - Oualified in Suffolk Coup>;y_ Commission Expires May 11, Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger.richertfc to n.sou 95611s.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Barbara casciotta Date: 10.2 3.14 Company Name: GreenLogic LLC Name- Robert Skypala License No.: 43858 -ME Address: 425 County Road 39A Southampton, NY 11968 Phone No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: Richard Mellas 340 Colonial Road, Southold, NY 11971 Eds Road 631-765-5879 1000 .-Section: 79 - Block: 6 Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) SM -MM, �� . ' . • � � 1, .'� V � � �4�� I�f�Orr IMo I.t r1 -6-J S O L I/ C -- (Please (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do -you need a Temp Certificate. YES NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form G Scott A. Russell CY,0 sU�, SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 Yes ST0IKMWATER . MA\NAG1EM1EN`]r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOF,S THIS PROJECT INVOLVE ANY OF 'rHE FOLLOWING: (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one -hundred -year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. #: 1000 Date: .APPLICANT: (Property Owner. Design Professional. Agent, Contractor, Other) District NAME: GfeBnLogic Lam_/D P Se t' Block Lot 340 Colonial Road, Southold, NY 11971 FORM # MCP - TOS MAY 2014 **** FOR BUILDING DEPARTNIENT USE ONLY *** Reviewed By: Date: ' Q a'� Approved for processing Building Permit. Stormwater Management Control Plan Not Required Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 22, 2015 Greenlogic LLC 425 County Rd 39A Southampton NY 11968 BUILDING BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 Re: Mellas, 340 Colonial Rd, Southold TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: NOTE: Engineer Certification stating the panels were installed on the roof per NYS Building Code required. 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 — 39352 - Solar Panels f TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT ORMER OWNER p, :` N E ACR. S W v TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS r_A-1:3 i p r (fir1 t Z ?174 S-4 8 - ! 1 \#�7 My_ 17 cjq aS5m -'/ 16 101 b BPS a ara ►�log add,; f-flo AGE BUILDING CONDITION%1�1�••� l,�--, tv2 �y�/'SYyyii aCi �i NEW FARM NORMAL Acre BELOW ABOVE Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD ° Meadowland DEPTH House PIS BULKHEAD Total DOCK ��� _ — ,� � ,j _ E t �� .� s�a�.F4�z� � �._ � GREENLOGICO ENERGY February 22, 2013 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Richard Mellas who has engaged us to install a Roof -mounted solar photovoltaic (PV) electric system for her home at 340 Colonial Road, Southold, NY 11971. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (SunPower SPR 327 ACPV) • 2 Spec. sheets of the inverter (SMA SB6000TL-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 App) Please let us know if you need anything else in connection with this application. Yours truly, Barbara Casciotta Account Manager GreenLogic LLC 631-771-5152 ext. 117 GREENLOGIC, LLC • www. GreenLogic, corn Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 GREENLOGICO ENERGY January 27, 2015 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39352 Richard Mellas 340 Colonial Road Southold To the Building Inspector: Enclosed please find the Engineer's Certification Letter for the above referenced solar electric system which we installed. Please arrange to send the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Barbara Casciotta Senior Account Manager BarbaraC@Greenlogic.com 631-771-5152 Ext. 117 GREENLOGIC 1A_C 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 BOUNDARY LINE ALTERATION siWAre< BAYS/ I EW TOWN OF SOUTHOLD SUFFOLK GOUNTY, NEW YORK SURVEYED: JUNE I, 2011 SUFFOLK COUNTY TAX MAP NUMBER 19 - - 1000 -'7 1000 - '7 6 9q - < I APPLICANT: Q' PATRICIA MELLA5 RICHARD MELLA5 =w � 0 J:& m P.O. BOX 1'7'79 �£< SOUTHOLD, N.Y. II9'7I Q�� �q� }� ; ,z Us �QQ Q APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE a'1f vl'0 F2a7 �O -'V Cp -wNC, Spr. CCJ: C" .NAV R. EXISTING AREAS AREA OF EXI5TIN& TAX LOT 29 FOR MELLA5 = 15,000 S.F. OR .3444 ACRE AREA OF EXISTIN6 TAX LOT 4.6 FOR SMITH = 16,14-I S.F. OR 2.2210 ACRES PROPOSED AREAS AREA OF PROP05ED TAX LOT 29 FOR MELLA5 = 24,626 S.F. OR 0.5654 ACRE AREA OF PROP05ED TAX LOT 4.6 FOR SMITH = 8-1,121 5.F. OR 2.0000 ACRES ZONING TAX LOT 29 LIES IN ZONE R - 40 TAX LOT 4.6 LIES IN ZONE A G BOTH LOTS ARE IN SCHOOL DISTRICT 5 BOTH LOTS ARE IN FIRE 015TRIGT 28 BOTH LOTS ARE NOT IN A FEMA FLOOD ZONE NOTES: ♦ STAKE FOUND MONUMENT FOUND LOT 6 REFERES TO FILED MAP OF "CROWLEY ESTATES" FILED DEC. 12, ig86 A5 FILE # 5236 JAv 0 U- Q,� tr' 3 Q-OQ�Cv� AR pF'F RT rOWti %ITiN,gNbpg ��': yo<D e�y,J�pN N�<gNN r�9 P GRAPHIC. 94ALE I"= 40' 0 40 80 20 'OR 0 A 'Pr. -H FRrr. p q o ?2SgiyFRp J �p Tyo o eSq ti oN rr9 P .6 N WE {{S'' KEY MAP " = 600' 4E OF NEIy YO 5 O` vvyy'' V C va u�rvo 1+'�0. JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO.50202 RIVERHEAD. N.Y. 11901 369-8288 Fax 369-8287 REP.-C:\Us \John\D.pbox\ll\11-126.pm Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858 -ME SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT J SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A� CURRENT CONSUMER AFFAIRS 11) CARD Director � 7' f ! 1 �I l i f Y If S Executive's i . t•• ,A CERTIFICATE OF LIABILITY INSURANCE r 02/0TE(M DDNYYY) 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 Brookhaven Agency, Inc. P.O. Box 850E 150 Main Street East Setauket NY 11733 CONTACT Brookhaven Agency, Inc. PHONE 631 9414113 1 Fax 631 941-4405 -MAIL AongEssm brookhaven.agency@_verizon.net PRODUCER INSURERS AFFORDING COVERAGE NAIC 0 INSURED Greenlogic, LLC 425 County Road 39A, Suite 101 Southampton, NY 11968 INSURER A: HDI -Gerling America Insurance Co. INSURER B: Merchants Preferred Insurance Co. INSURER C: First Rehab Life Insurance Co. INSURER D: National Union Fire Insurance Co. of PA INSURER E: AGCS Marine Insurance Co. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY NUMBER POLICY EFF POLICY EXPJJJL LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED 100,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX OCCUR Y Y EGGCC000076914 01/31/14 01/31/15 MED EXP (Any oneperson) 5,000 PERSONAL & ADV INJURY $1,000,000 X XCU X Broad Form Contractual Liab GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 $ POLICYFX PRO- LOC B AUTOMOBILE X LIABILITY ANY AUTO CAPI043565 06/12/13 06/12/14 COMBINED SINGLE LIMIT (Ea accident) $110001000 BODILY INJURY (Per person) $ ALL OW NED AUTOS BODILY INJURY (Per accident) $ X SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE $ (Per accident) $ X NON -OWNED AUTOS $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $1,000,000 AGGREGATE $1,000,000 D EXCESS LIAB CLAIMS -MADE y y BE080717268 1/31/14 1/31/15 DEDUCTIBLE RETENTION WORKERS COMPENSATION I W C STATU- OTH- AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE❑N E.L. EACH ACCIDENT OFFICER/MEMBER EXCLUDED? (Mandatory In NH) / A E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT If S6 describe under D S RIPTION OF OPERATIONS below C NYS Disability D251202 4/11113 4/11/14 Statutory Limits E Installation Floater/Property Floater/Property APP34420120 4/15/13 4/15/14 $200,000 $2,500 Ded DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) TOWN OF SOUTHOLD BUILDING DEPARTMENT 53095 ROUTE 25 SOUTHOLD, NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phone: (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 203801194 GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A STE 202 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12226 371-9 324327 08/11/2014 TO 08/11/2015 8/15/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2226 371-9 UNTIL 08/11/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 08/11/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 33393451 U-26.3 20 Sunf effic;, prow amo MA Corr ensu efficl ENCYY panels are the highest Is on the market today, space 1M SYSTEM OUTPUT isive inverter compatibility t customers can pair the highest- xanels with the highest -efficiency oximizing system output REDUCED INSTALLATION COST More power :per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower's u,nique_MaxeonT°'r'cell technology and advanced module design ensure industry-leading reliability Patented all -back -contact solar cell, providing the industry's highest efficiency and reliability THE WORLD'S STANDARD FOR SOLAR"" SunPower" E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower MaxeonT'' cell technology, the E20 series provides panel conversion efficiencies of up to 20.1 %. The E20's low voltage temperature coefficient, anti -reflective glass and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% 10% 5% SERIES SERIES SERIES sunpowercorp.com C @u s MODEL: SPR-327NE-WHT-D ELECTRICAL DATA IN CURVE M sured at Sm dard Test Co d41os (STC): radwnce of 1000W/m2, AM 1 5 and cell ..__ _ top al re 25' C ..... 7 ( o) Peak Power (+5/-3%) Pmax 327 W� 100P011.7 at.W C '., 6 i000w/rte Cell Efficiency q _.. 22.5% 5 Panel Efficiency n 20.1 % 4 goo w/ms Rated Voltage VmPP 54.7 V e t 3 Rated Current ImPp _ . 5.98 A 2 scuwpn- Open Circuit Voltage Voc 64.9 V i _ _ 200 w/m' Short Circuit Current Isc 6.46 A 0 - y Voltage UL Maximum System 600 V 0 10 20 30 40 50 60 70 Voltage (V') Temperature Coefficients Power (P)-0.38/a/K ..,... .__. _.,__ .. ..__...... o__. : Current/voltage characteristics with dependence on irradiance and module temperature. Voltage (Voc) -176.6mV/K __.._..._ _....__.... __.. Current (Isc) --- 3 5mA/K - TESTED OPERATING CONDITIONS NOCT 45e C +/- 2° C _..... Temperature -40 F to +185 F ( 40a C to + 85o C) Series Fuse Rating 20A GroundingPositive grounding 9 not required 9 9 Max load 113 ci ied k /m 5400 Pur front (e.g. snow) w/s ecified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2 (2400 Pa) front and back _ _ (e.g. wind) Solar Cells 96 SunPower Maxeon'' cells High -transmission tempered glass 11 with Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) Front Glass anti -reflective (ARI coating Junction Box IP -65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm )ut Cables 1000 mm cables / Multi -Contact (MC4) connectors Frame Anodized aluminum alloy type 6063 (black) Weight 41.0 lbs (18.6 MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES (IN) 12X 06.6 1.261 IOX 04.2 [.171 WARRANTIES AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 0 2011 SunPower corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON ars trodemarks or registered trademarks s u n p owe rc o r p . c o m of SunPower Corporation in the US and otter countries as well. All Rights Reserved. Specifications included in this datasheet are subject to change without notice. Document #001-65484 Rev' 8 / LTR EN CS I1 31G Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com October 16, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Richard Mellas 340 Colonial Road Southold, NY 11971 P' t SIN G P Section: 79 Block: 6 Lot: 29 Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 solar@pacificoengineering.com I 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 Mean roof height Pitch Roof rafter Rafter spacing Reflected roof rafter span Table R802.5.1 (1) allowable max A 19 ft 3 3/4 in/12 2x8 16 inch on center 11.9 ft 16.8 ft The climactic and load information is below: CLIMACTIC ANDWind Ground Live load, point GEOGRAPHIC DESIGN Category Snow Load, Speed, 3 pnet30 per pullout Fastener type CRITERIA Pg sec gust, ASCE 7, load, Ib mph psf Roof Section A C 20 120 61 1249 5/16" dia screw, 4-1/2" length, 2 per Weight Distribution .<<C. of: NEW N Pgy�F array dead load 3.5 psf C -Q' load per attachment 214.9 Ib Subject roof has no more than one layer Panels mounted flush to roof no higher than 6 inches above surface. m Ralph Pacifico, PE 2cn Professional Engineer �661aZ Ra NY GREENLO►CICO 4,PNERDY GreenLogic, LLC Approved Richard Mellas 340 Colonial Road Southold, NY 11971 Surface #1: Total System Size: 6.2123kW Array Size: 6.213kW 2 strings of 6 and 1 string of 7 on SPR- 6002m Azimuth: 100° Pitch: 17° Z Monitoring System: SunPower Panel/Array Specifications: Panel: SPR-E20-327 Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 12'4 W X 30'9 13/16" Surface: 14'8" X 32'5" Magic#: PORTSCAPE Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 35 UniRac 4" Drk Standoffs Ba 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco-Fasten, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf En eal: PAS/0 n w m � a s�o oss�a2 ��c� X0 90fiESS10�P Drawn By: MB wing #: 1 of 5 Date: 10/8/2014 1 REV: A Drawing Scale: 1/4" = 1.0' G GREENLOGIC" ENERGY GreenLogic, LLC Approved Richard Mellas 340 Colonial Road Southold, NY 11971 Surface #1: Total System Size: 6.2123kW Array Size: 6.213kW 2 strings of 6 and 1 string of 7 on SPR- 6002m Azimuth: 100° Pitch: 17° Z Monitoring System: SunPower Panel/Array Specifications: Panel: SPR-E20-327 Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 12'4 Y<" X 30'9 13/16" Surface: 14'8" X 32' 5" Magic #: PORTSCAPE Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 35 UniRac 4" Drk Standoffs 8 a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco-Fasten, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engi ct Seal: 0 NE�V y PAC'VF�cO o Q M' w 2 o ossa 82 'O9 Drawn By: #: 2 of 5 Date: 10/8/2014 1 REV: A Drawing Scale: 1/4" = 1.0' GRED LOGIC" ENERGY GreenLogic, LLC Approved Richard Mellas 340 Colonial Road Southold, NY 11971 Surface #1: Total System Size: 6.2123kW Array Size: 6.213kW 2 strings of 6 and 1 string of 7 on SPR - 6002m Azimuth: 100° Pitch: 17° 7WW Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 12' 4 %4' X 30' 9 13/16" Surface: 14' 8" X 32' 5" Magic #: PORTSCAPE Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 35 UniRac 4" Drk Standoffs 8 a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf EnRjgvOOXPWQkQ Seal: 0 CO m z OA 06616'Z 90F ONP Drawn By: M ng #: 3 of 5 Date: 10/8/2014 REV: A Drawing Scale: 1/4" = 1.0' 18" %c Wa 327w Panels C GREENLOGIC9 ENERGY GreenLogic, LLC Approved Richard Mellas 340 Colonial Road Southold, NY 11971 Total System Size: 6.2123kW Array Size: 6.213kW 2 strings of 6 and 1 string of 7 on SPR - 6002m Azimuth: 100° Pitch: 17° N Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 12'4 W X 30'9 13/16" Surface: 14'8" X 32'5" Magic #: PORTSCAPE Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 35 UniRac 4" Drk Standoffs Ba 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engjq@gdAxehkct Seal: �E of NEW �N PA`���i y�q Co * o o� LU N 06618`Z 9��ESSIONPL Drawn By: MMB Drawing #: 4 of 5 Date: 10/9/2014 REV: A Drawing Scale: 1/4" = 1.0' Nuffm List cte Fdi KU13W List cxv- UiPactDkStirdoffs 35 5/16k45'SSlagBdts A 5/16'Stairless9mdV&m iU 01WElackHash irg; i 16 OvVI Hashirg 19 N LOG ICO ENERGY GreenLogic, LLC Approved Richard Mellas 340 Colonial Road Southold, NY 11971 Total System Size: 6.2123kW Array Size: 6.213kW 2 strings of 6 and 1 string of 7 on SPR - 6002m Azimuth: 100° Pitch: 17° Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 12'4 Y4" X 30'9 13/16" Surface: 14'8" X 32' 5" Magic #: PORTSCAPE Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 35 UniRac 4" Drk Standoffs 8 a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engi Seal: of -W 'A �N PAy/'%0 g�CQ� r - n 2 066182 �� gOFESSIONP� Drawn By: MMB Drawing # 5 of 5 Date: 10/9/2014 REV: A Drawing Scale: 1/4" = 1.0' SMA oeoo�7 Vf Cetttfied - Innoratis Porvaitul Flaxiba • UL 1741 and 16998 compliant +Secure Pdwer Supply provides.' „ + 97.2%S maximum efficlenry , «.7wci MPF tracker provide • Integrated AFCI meets the require- daytime power during grid outages * Wide input voltage range numerous design options ments of NEC 2011 690.11 • Shade management with 4ptTroc • Extended operating Global Peak MPP tracking temperature range ENGINEERED IN GERMANY ASSEMBLEDgR IN THE USA= SUNNY BOY 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTraem Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy TL -US series the first choice among solar professionals. -- i A NEW GENERATION OF INNOVATION Transformerless design The Sunny Boy 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TLUS are transformerless inverters, which means owners and installers benefit from high efficiency and lower weight. A wide input voltage range also means the inverters will produce high amounts of power under a number of conditions. Additionally, transformerless inverters have been shown to be among the safest string inverters on the market. An industry first, the TL -US series has been tested to UL 1741 and UL 1699B and is in compliance with the arc fault requirements of NEC 2011. Increased energy production OptiTracTm Global Peak, SMA's shade - tolerant MPP tracking algorithm, quickly adjusts to changes in solar irradiation, which mitigates the effects of shade and results in higher total power output. And, with two MPP trackers, the TL -US series can ably handle complex roofs with multiple orientations or string lengths. An extended operating temperature range of -40 ° F to +140 ° F ensures power is produced in all types of climates and for longer periods of time than with most traditional string inverters. Secure Power Supply One of many unique features of the TL -US residential series is its innovative Secure Power Supply. With most grid -tied inverters, when the grid goes down, so does the solar - powered home. SMA's solution provides daytime energy to a dedicated power outlet during prolonged grid outages, providing homeowners with access to power as long as the sun shines. Simple installation As a transformerless inverter, the TL -US residential series is lighter in weight than its transformer -based counterparts, making it easier to lift and transport. A new wall mounting plate features anti -theft security and makes hanging the inverter quick and easy. A simplified DC wiring concept allows the DC disconnect to be used as a wire raceway, saving labor and materials. The 380OTL-US model allows installers to maximize system size and energy production for customers with 100 A service panels. Leading monitoring and control solutions The new TL -US residential line features more than high performance and a large graphic display. The monitoring and control options provide users with an outstanding degree of flexibility. Multiple communication options allow for a highly controllable inverter and one that can be monitored on Sunny Portal from anywhere on the planet via an Internet connection. Whether communicating through R5485, or SMAS new plug -and -play WebConnect, installers can find an optimal solution to their monitoring needs. THE NEW SUNNY BOY TL -US RESIDENTIAL SERIES �} HAS YET AGAIN REDEFINED THE CATEGC6? r A NEW GENERATION OF INNOVATION Transformerless design The Sunny Boy 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TLUS are transformerless inverters, which means owners and installers benefit from high efficiency and lower weight. A wide input voltage range also means the inverters will produce high amounts of power under a number of conditions. Additionally, transformerless inverters have been shown to be among the safest string inverters on the market. An industry first, the TL -US series has been tested to UL 1741 and UL 1699B and is in compliance with the arc fault requirements of NEC 2011. Increased energy production OptiTracTm Global Peak, SMA's shade - tolerant MPP tracking algorithm, quickly adjusts to changes in solar irradiation, which mitigates the effects of shade and results in higher total power output. And, with two MPP trackers, the TL -US series can ably handle complex roofs with multiple orientations or string lengths. An extended operating temperature range of -40 ° F to +140 ° F ensures power is produced in all types of climates and for longer periods of time than with most traditional string inverters. Secure Power Supply One of many unique features of the TL -US residential series is its innovative Secure Power Supply. With most grid -tied inverters, when the grid goes down, so does the solar - powered home. SMA's solution provides daytime energy to a dedicated power outlet during prolonged grid outages, providing homeowners with access to power as long as the sun shines. Simple installation As a transformerless inverter, the TL -US residential series is lighter in weight than its transformer -based counterparts, making it easier to lift and transport. A new wall mounting plate features anti -theft security and makes hanging the inverter quick and easy. A simplified DC wiring concept allows the DC disconnect to be used as a wire raceway, saving labor and materials. The 380OTL-US model allows installers to maximize system size and energy production for customers with 100 A service panels. Leading monitoring and control solutions The new TL -US residential line features more than high performance and a large graphic display. The monitoring and control options provide users with an outstanding degree of flexibility. Multiple communication options allow for a highly controllable inverter and one that can be monitored on Sunny Portal from anywhere on the planet via an Internet connection. Whether communicating through R5485, or SMAS new plug -and -play WebConnect, installers can find an optimal solution to their monitoring needs. More efficient Shade management Easier Broad temperature range r� s Secure Power Supply Flexible communications Technical data Sunny bay', 3000TLrUS Sunny goy 380OTL-US 208 V AC '' 240 V AC "208 V AC240 V AC Input (DC) Max. usable DC power (0 cos kP''= 1) 3200 W 4200 W Max. DC voltage 600 V 600 V Rated MPPT voltage range 175 -, 480 V 175 - 480 V MPPT operating voltage range 125 V - 500 V 125 V - 500 V Min. DC voltage / start voltage 125 V/ 150 V 125' V / 150 V Max, input current / per MPP tracker 18 A / 15 A 24;A / 15 A Number of MPP trackers / strings', per MPP tracker 2/2 Output (AC) AC nominal power 3000 W 3330 W 3840W Max. AC apparent power 3000 VA 3330 VA 3840 VA Nominal AC voltage / adjustable 208V/ • 240V/ t 208 V/ • 248 V/ i AC voltage range 183 - 229 V 211 - 264 V 183 - 229"V 211 - 264 V AC grid frequency, range 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 - 60.5 Hz Max. output current 15' A 16 A Power factor (cos W) I I Output phases / line connections 1/2 1/2 Harmonics', < 4% <4% Efficiency Max, efficiency 96.8% 97.1% 96.8% '' 97.2% CEC efficiency 96% 96.57# 9696 96.5% Protection devices DC disconnection device • DC reverse-polority protection Ground fault monitoring / Grid' monitoring ♦ / AC short circuit protection Alhpole sensitive residual current monitoring unit • Arc fault circuit interrupter (AFCI) compliant to UL 16996 r• Protection clots / overvoltage category I / IV General data a Dimensions'' (W / H./ D) in mm (in) 490 / 519 / 185 (19.3,/ 20.5 / 7.3) DC Disconnect dimensions (W / H / D) in mm (in) 187/ 297/ 190 (7.4 /l 1.7/7.5) Packing dimensions (W / H / 0) in mm (in) 617 / 597 /.266 (24.3 / 23.5 / 10.5) DC Disconnect packing dimensions (W / H / D) in mm (in) 370 / 240 / 280 (14.6,/ 9.4 / 11.0) Weight / DC Disconnect weight 24 kg (53 lb) / 3.5 kg (8 Ib) Packing weight / DC Disconnect packing weight 27 kg (60 lb) / 3.5 kg (8 Ib) Operating temperature range -40 *C... +60 °C (-40 IF- +140 IF) Noise emission (typical) S 25 dB(A) < 25 dB(A) Internal consumption at night <IW <1W < i W Topology Tronsformerless Tmnsformerless Cooling concept Convection Convection Electronics protection rating NEMA 3R NEMA 3R Features Secure Power Supply ' r'; 0 Display: graphic 0 Interfaces: RS485 / Speedwire/Webconneu 0/0 0/0 Warranty: 10 / 15 / 20 years 0/0/0 0/0/0 Certificoteii and permits (more available onrequest) tA174Ltk1998,UL1699B,1f$1547,FCCBos15Kk*&A&BLCNI/CSAC22.2107.1.1 NOTE: US inverters ship with gray; lids Type designation S8 3000TL-US 22 SB 380OTL-US•22' Tedmical data conlin<ied on back essaries Y - 1� �,,l% f Standa Technical data Sunny Bay 4000TL-US Sunny Boy 50007E -US Sunny Boy 6000TLrUS 208 V AC 240 V AC 208 V AC 244 V AC 208 V AC 240 V AC Input (DC) Max. usable DC power (0 cos p - 1) 4200 W 5300 W 6300 W Max. DC voltage 660 V 600 V 600V Rated MPPT voltage range 175 - 480V 175 - 480 V 216 - 480 V MPPT operating voltage range 125 V'- 500V '> 125 V - 500V 125 V - 500 V Min. DC voltage / start voltage 125 V/ 150 V 125 V/ 150 V 125' V / 150 V Max, input current / per MPP tracker 24 A / 15 A 30A/ 15A 30A/ 15A Number of MPP trackers / strings per MPP tracker 2/2 Output (AC) AC nominal power 4000 W 4550 W 5000 W 5200 W ': 60DO W Max. AC apparent power 4000 VA 4550 VA 5000 VA' 5200 VA ' 6000 VA Nominal AC voltage / adjustable 208 V / • 240 V/ • 208 V / f 240 V / • 208 V, / f 240 V / f AC voltage range 183`-'- 229 V 211 - 264 V 183 - 229 V 211 - 264 V 183 - 229 V 211"- 264 V AC grid frequency, range 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 - 60.5 Hz Max. output current 20A 22A 35 A Power factor (cos gyp) ( 1 1 1 Output phases / line connections 1/2 1/2 1/2 Harmonics ': < 4% < 4% r' <4% Efficiency Max. efficiency 96.8% 97.2% 96.8% 97.1%` 96.8%' 97.1%' GEC efficiency 96% 96.5% 96%' 96.5% 96V 96.5%' Protection devices DC disconnection device • DC reverse-polority protection f Ground fault monitoring / Grid monitoring 0/0 AC short circuit protection • Al4pole sensitive residual current monitoring unit f Arc foult circuit interrupter (AFCQ compliant to UL 1699B' • Protection class / overvoltoge category I / IV General data Dimensions (W j H J D) in mm (in) 490 / 519'j 185 (19.3 J 20.5 J',7.3) DC Disconnect dimensions (W / H_/ D) in mm (in) 187 / 297 / 190 (7.4 / 11.7 / 7.5) Packing dimensions JW / H / D) in mm (in) 617/597/266 (24.3/23.5/:10.5) DC Disconnect packing dimensions (W / H / D) in mm fin) 370 / 240 / 280 (14.6,/ 9.4 / I1.0) Weight/ DC Disconnect weight 24 kg (53 Ib) / 3�6 ka (Sib) Packing weight/ DC Disconnect packing weight 27 kg (601b) J 35 kg (81b) Operating temperature range -40 .°C ... +60 "C (-40 *F... +140 °F) Noise emission (typical) < 25';dB(A) < 29 dB(A) < 29 d8(A) Internal consumption at; night < 1 W < 1 W < 1 W Topology Transformedess Transformerless Transformedess Cooling concept Convection Convection Active Cooling Electronics protection rating NEMA 3R NEMA 3R NEMA 3R Features Secure Power Supply ♦ • • Display: graphic • • Interfoces:'RS485 / Spesdwire/Webconnect 0/0 0/0 0/0 Warranty: 10/ 15/20 years f/0/0 6/0/0 0/0/0 Certificates and permits (more available on request) UL 1741, UL 1998, UL 1699B, IEEE1547, FCC Pon 15 (Class A & B), CAN/CSA C22.2 107.1-1 Preliminary data as of February 2014. NOTE: US inverters ship with gray lids Type designation I SB 4000TL-US-22 `, SB 500OTL-US-22 SB 600OTL-US-22 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC Code -Compliant Installati Table of Contents L Installer's Responsibilities.................................................................2 Part I. Procedure to Determine the Total Design Wind Load ...................................... 3 Part II. Procedure to Select Rail Span and Rail Type.............................................10 Part III. Installing SunFrame............................................................... 14 0 ONE on mmUNIRAC Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. SunFrame Unirac Code -Compliant Installation Manual 1001' U N ( RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if 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 pressures on components and cladding in this document. The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space between the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications of these procedures is subject to the following ASCE 7 -OS limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distributor. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. S. The building has a flat or gable roof with a pitch less than 45 degrees or a hip roof with a pitch less than 27 degrees. for more clarification on the use of Method I. Lower design wind loads may be obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: pnet (psf) _ AK&I pnet3o pnet (psf) =Design Wind Load A = adjustment factor for height and exposure category Kzt = Topographic Factor at mean roof height h (ft) I = Importance Factor pnet3o (PsfJ = net design wind pressure for Exposure B, at height =30,1=1 You will also need to know the following information: Basic Wind Speed = V (mph), the largest 3 second gust of wind in the last 50 years. h (ft) = total roof height for flat roof buildings or mean roof height for pitched roof buildings Effective Wind Area (sf) = minimum total continuous area of modules being installed Roof Zone = the area of the roof you are installing the pv system 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. U N I RAC Unirac Code -Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SunFrame Universal PV Module Mounting system, and (2) planning and assembly instructions for SunFrame SunFrame products, when installed in accordance with this bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). Unirac also provides a limited warranty on SunFrame products (page 24). P.Se 2 SunFrame offers finish choices and low, clean lines that become as natural a part of a home as a skylight. It delivers the installation ease you've come to expect from Unirac. Whether for pitched roofs or parking roof structures, SunFrame was designed from the outset to promote superior aesthetics. Modules are flush mounted in low, gap -free rows, and visible components match clear or dark module frames. The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer -supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. SunFrame Unirac Code -Compliant Installation Manual InSiOUNIRAC Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs FI. h J, ,a Hip F Ga ,.a � ,>a, - a, Gabl, h a a `�a. ❑Interior Zones End Zones ■ Corner Zones Roofs -Zone I/Walls -Zone 4 Roofs - Zone 2/Walls - Zone 5 Roofs - Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter b, p. 41. Step 4: Determine Net Design Wind Pressure, pnet3o (PSO Using the Effective Wind Area (Step 2), Roof Zone Location (Step 3), and Basic Wind Speed (Step 1), look up the 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. r -a Both downforce and uplift pressures must be considered in overall design. Refer to Section II, Step 1 for applying downforce and uplift pressures. Positive values are acting toward the surface. Negative values are acting away from the surface. P- 5 Mso H U N I RAC Unirac Code -Compliant Installation Manual SunFrame mph 90(40) 1o0(4s) 110(49) 120(64) .rr11#ifi aMf#�aii®ffall, 9a.�#41..i�F/if'.{,ifi�rxi"Y.:��,,"•ariTr_'a.:"=zisw�j,i'����"`��_"����'i#'aij�t�i�j *►1. � Miles per hour (meters per second) Figure 1. Basic Wind Speeds. Adapted and �, 'meq °) applicable to ASCE 7-05. Values are nominal 1 63) 150(87) 140(833) 11tR83) design 3 -second gust wind speeds at 33 feet above ground for Exposure Category C. X48? IN 8pedai Wind Raglan 188(45) 130(88) 118(49)128(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 IS 20 25 30 40 SO 60 70 80 90 100 12S ISO 17S 200 300 400 SOO 10 3 3 3 3 34 4 4 4 4'' 4 4 5' 6 7 8' 12 16 20r 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4' 5 6 7' 8 8 8 8 8 8 8 12 16 20 ` 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4' 5 6 7 8 9 10 12' 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4, 5 6 7 8 "'' 9 10 12.5 15 16 16 16 16 `, 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3 3:' 3 3 4 5 6 7 8 9 10 12.55' 15 17.5 20' 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. 0 SunFrame Unirac Code -Compliant Installation Manual 11P U N I RAC Table 3. pne130 (pso Roof Overhang Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kit Ei(�'e 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, Basic Wind Speed (mph) water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Wind Area 90 100 110 120 130 140 150 170 Zone (gn N 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 i 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 '' - -73.6 W 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 .55.9 -71.8 .0 n 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 0 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 0 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 0 3 50 -17.3 -21.4 -25:9 -30.8 -36.1 -41.9 -48.1 -61.8 ac 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 v 2 10 -27.2 -33.5 .46.6 -48.3 -56.7 -65.7 -75.5 -96.9 E 2 20 -27.2 -33.5 40.6 -48.3 -56.7 -65.7 -75.5 -96.9 to 2 50 -27,2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 N 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 ,0, 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 w 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 0 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 0 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 ' -88.1 a`o 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 2 50 -23,0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 Ln 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 3 10 -24,7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 r 3 20 -24.0 -29.6 -35.8 -42.6 =50.0 -58.0 -66.5 -85.5 o 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kit EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This Topographic Factor, Kzt, is taken as equal to one (1), meaning, category includes flat open country, grasslands, and all the installation is on level ground (less than 10% slope). If the water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SEI7-05* defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. rage 7 Wan U U N I RAC Unirac Code -Compliant Installation Manual SunFrame Table 2. pneao (psf Roof and Wall Bait Wind Speed,V (mph) Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Ngx 6 Eff- 90 100 110 120 130 140 150 170 Zone WindArca (SO Downforce .Uplift '. Downforce Uplift Downfor<e Uplift -.: Downforce Uplift Downforce Uplift ± Downforce Uplift Downforce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 8.9-21.8 `- 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.S 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 ' 9.9 -25.2 11.6 -29.6'i 13.4 -34.4 15.4 -39.4 19.8 -50.7 d 1 50 5.1 -13.7 6.3 -16.9 7.6-20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38,1 18.1 -48.9 L. 1 100 1 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -379 16.7 -47.6 9 2 10 5.9 -24.4 7.3 -30.2 8.9 1.36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16,5 -67.9 21.1 -87.2 0 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 c 2 50 5.1 -18.4 ; 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 2 100 4.7 -15.8 5.8 -19.5 7,0-23.6 8.3 -28.1 9.8 -33,0: 11.4 -38.2 13.0 -43.9 16.7 -56.4 c ooh 3 10 5.9 -36.8 7.3 -45.4 8.9 ' -55.0 10.5 -65.4 12.4 -76.8' 14.3 -89.0 16.5 -102.2' 21.1 -131.3 3 20 5.6 -30.5 ' 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6'' 13.4 -73.8 ISA -84.7' 19.8 -108.7 3 50 5.1 -22.1 ' 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2' 12.3 -53.5 14.1 -61.5 " 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0' 11.4 -38.2 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 - 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8` 20.3 -32.3 23.3 -379 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 d 1 50 6.7 -12,5 8.2 -15.4 10.0-18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 bo 1 100 5.9 -12.1 7.3 -14.9 8,9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 n 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 N 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 . 16.0 44.6 ! 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 5o 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 ' 16.1 -45.7 18,5 -52.S 23.8 -67.4 w 2 100 S.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12,4 -35.6` : 14.3 -41.2 116,5 47.3 21.1 -60.8 0 3 10 8.4 -343 10.4 -42.4 12.5 , -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 45.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47,9 13.6 -57.1 16.0 -67,0' 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.81' 16.1 -70.5 18.5 -81.0' 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 '' 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.S 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 <-20.7 23.0 -24.6 27.0 -289' 31.4 -33.5 36.0 -38.4 46.3 -49.3 d 1 50 12.5 -12.8 15.4 -15.9 18.6 '' -19.2 ``. 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 1 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 v 2 10 13.3 -17.0 16.5 -21.0 19,9 -2S.5 23.7 -30.3 27.8 -35.6' 32.3 -41.2 37.0 -47.3 47.6 -60.8 SVP 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.01-340' 31.4 -39.4 36.0 -45.3 46.3 -58.1 2 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26:0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 400 N 2 100 12.1 -14,6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 0 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27,8 -35.6, 32.3 -41.2 37.0 -47.3 47.6 -60.8 oC 3 20 13.0 -16.3 16.0 -20.1 19.4 -243 23.0 -29.0 27.0 -34.0' 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 ' 15.4 -18.9 18.6 i' -22.9 22.2 -27.2 26.0 -32.0' 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12,1 -14.6 14.9 -18.0 18.1 , -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 ' 43.2 -52.0 4 10 14.6 -ISA 18.0 -19.5 21.8 -23.6 ` 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13,9 -15,1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3: 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29.8' 31.6 -34.6 36.2 -39.7 ' 46.6 -51.0 4 100 12.4 -13,6 15.3 -16.8 18.5 -20.4 22.0 -24.2 25.9 -28.4' .' 30.0 -33.0 344 -37.8 44.2 -48.6 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -2S.2' 26.3 -29.3 30.2 43.6 38.8 -43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8:' -27.2 24.7 -32.4 29.0 -380 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3' 31.6 -39.8 36,2 -45,7 46.6 -58.7 5 100 12.4 -1 S.1 15.3 -18.7 18.5 -22.6 ` 22.0 -26.9 25,9 -31.6' 30.0 -36.7 34.4 42.1 44.2 -54.1 5 500 10.9 -12.1 ' 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -2S.2 26.3 -29.3 30.2 -313.6 38.8 -43.2 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Ngx 6 SunFrame Unirac Code -Compliant Installation Manual 1111' U N ( RAC Table 6. Occupancy Category Importance Factor Source: IBC 2006, Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-I, p. 77 N Non -Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re - Category Category Dkkription Building Type Examples with Basic Wind Speed,V = 85- 100 mph, andAloska gwns with Basic Wind Speed,V>100mph 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: )ails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006, Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-I, p. 77 N :U U N I RAC Unirac Code -Compliant Installation Manual SunFrame Step 7: Determine adjustment factor for height and exposure category, A Using the Exposure Category (Step 6) and the roof height, h (ft), look up the adjustment factor for height and exposure in Table 4. Step 8: Determine the Importance Factor, I Determine if the installation is in a hurricane prone region. Look up the Importance Factor, I, Table 6, page 9, using the occupancy category description and the hurricane prone region status. Step 9: Calculate the Design Wind Load, pnet (psi9 Table 4.Adjustment Factor for Roof Height & Exposure Category Multiply the Net Design Wind Pressure, pnet3o (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the 6, Figure Source: ASCE/SEI Minimum Design Loads for Buildings and Other Structures, Chapter b, Fgure 6-3, p. 44. Topographic Factor, Kzt (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (PS)9 _ ,1Kztl 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, I = 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Variable DeKripow Symbol Value Exposure Step Mean roof Building Height h " ft height ((t) B C 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure, pnet3o (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the 6, Figure Source: ASCE/SEI Minimum Design Loads for Buildings and Other Structures, Chapter b, Fgure 6-3, p. 44. Topographic Factor, Kzt (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (PS)9 _ ,1Kztl 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, I = 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Variable DeKripow Symbol Value unit Step Reference Building Height h " ft Building, Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed U mph I Figure Effective Roof Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet3o psf 4 Table 2,3 Topographic Factor Kzt x 5 adjustment factor for height and exposure category A x 7 Table 4 Importance Factor I x 8 Table S Total Design Wind Load pnet psf 9 SunFrame Unirac Code -Compliant Installation Manual ::' UNI RAC Table 7. ASCE 7 ASD Load Combinations Description Variable DOWM*0 Coit / Dwm(orct Case 3 a 'z x Dead Load D 1.0 x I {} ""rz 1.0 x P sf Snow Load S 1.0 x + 0.75 x + �, m'; psf Design Wind Load Pnet 10;. 0.75 x t 0 psf Total Design Load P fisf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, Step 3: Determine Rail Spam/ L -Foot Spacing W (p 1W Using the distributed load, w, from Part II, Step 2, look up the Determine the Distributed Load, w (p1f), by multiplying the allowable spans, L, for SunFrame. module length, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three There are two tables, L -Foot SunFrame Series Rail Span Table downforce cases and the Uplift Case. We assume each module and Double L -Foot SunFrame Series Rail Span Table. The is supported by two rails. L -Foot SunFrame Series Rail Span Table uses a single L -foot w = PB connection to the roof wall or stand-off The -int load w = Distributed Load (pounds per linear foot, plf) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot ps) Table 8. L -Foot SunFrame Series Rail Span • P connection from the rail to the L -foot can be increased by using a double L -foot in the installation. Please refer to the Part III for more installation information. Span w = Distributed Land (pf0 (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 70',0 2 SF SF SF SF SF SF + SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF _ SF SF SF 3 SF SF SF' SF SF SF- SF SF SF:' SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF' SF SF SF SF SF SF SF: SF SF' SF 4.5 SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF " SF SF' SF SF SF' SF :_SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF° SF SF SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SF SF': SF SF SF'; SF SF 7.5 SF SF SF SF SF SF SF SF 8 ` SF SF SF'' SF SF SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF > SF SF' SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF II ' SF SF SF SF 11.5 SF SF SF 12." SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF Sso U U N I 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 rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet. See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loads, S (psf), Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). P (psf) = LOD + I.OS1 (downforce case 1) P (psf) = LOD + 1.Opnet (downforce case 2) P (psf) = 1. OD + 0.7551 + 0.75pnet (downforce case 3) P (psf) = 0.6D + 1.Opna (uplift) D = Dead Load (psf) S = Snow Load (psf) pnet = Design Wind Load (psf) (Positive for downforce, negative for uplift) The maximum Dead Load, D (psf), is 5 psf based on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. I., 10 Note: Modules must be centered symmetrically on the rails (+/- 2 *), as shown in Figure 3. If this is not the case, call Unirac for assistance. SunFrame S. Unirac Code -Compliant Installation Manual ::• U N (RA[ 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 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. lbs Table 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Specific s/a" shaft,* Force, R (lbs), requirements. gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure Douglas Fir, South 0.46 235 and attachment method is strong enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine 0.55 307 Thread depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council, NDS 2005,74ble 11.2A, 11.3.2A. Notes: (1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bobs must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. Px *Use flat washers with lag screws. 13 U N I RAC Unirac Code -Compliant Installation Manual SunFrame Table 9. Double L -Foot SunFrame Series Rail Span Span w = Dbtributed load (pfn (N 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2` $F'° SF SF SF SF SF SF SF SF SF SF '' SF SF SF SF $F; SF ''SF SFSF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3°, Sf ` $F SF SF' SF SF SF SF ;' SF SF SF SF SF' SF SF SF I' SF SF SF+ 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF' SF SF SF t SF SF SF' SF SF SF SF SF SF` SF SF SF SF ; SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF 5F SF SF SF Sr SF` SF SF SF SF Sf SF' SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF' SF SF SF` SF '' SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF SF 7' SF', $F SF SF"_ SF SF SF 'r SF SF 7.5 SF SF SF SF SF SF SF SF 8+ SF SF SF SF $F '" SF SF' SF 8.5 SF SF SF SF SF SF SF 9+ SFr SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF' SF 10.5 SF SF SF SF II SF.' SF SF SF 11.5 SF SF SF 12 SF' SF SF 12.5 SF SF 13 SF SF ' 13.5 Sf 14 SF Step 4: Select Rail Type Selecting a span affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's responsibility to verify that the building structure is strong enough to suvvort the voint load forces. rage 12 Step 5: Determine the Downforce Point Load, R (lbs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R (lbs) on the roof structure. The Downforce, Point Load, R (lbs), is determined by multiplying the Total Design Load, P (psf) (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B (ft). R (lbs) = PLB R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. FA SunFrame Unirac Code -Compliant Installation Manual 11PUNIRAC ORail—Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16 -foot lengths. 6105 TS alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip—Secures PV modules to rails and neatly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modules. Shipped in 8- or 16 -Foot lenghs. Predrilled every 8 inches. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip screw (1/a-20 x 1, Type F thread cutting) —Use to secure each cap strip (and PV modules) to rail, one per predrilled hole. Use an additional end screw wherever a predrilled hole does not fall within 4 inches of the end of any cap strip segment. 18-8 stainless steel, clear or black to match cap strip. QRail splice—joins rail sections into single length of rail. 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. © Self -drilling screw (No. 10 x 3/a') —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. OEnd caps—Use one to neatly close each rail end. UV resistant black plastic. OTruss -head sheet metal screw (No. 8 x 5/s') —Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. OL-foot—Use to secure rails either through roofing mate- rial to rafters, to L -foot adjusting sliders, or to standoffs. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Double L -foot is also available. OL -foot bolt (3/s' x 11/4!') —Use one per L -foot to secure rail to L -foot. 304 stainless steel. Flange nut (3/8" ) —Use one per L -foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. Stainless steel hardware can seize up, a process called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. QDL-foot adjusting slider (optional) —Use one beneath each L -foot or aluminum two-piece standoff, except in lowest row. 6105-T5 aluminum extrusion. Sliders allow easier alignment of rails and better snugging of PV mod- ules between rails. Includes 3/s' x 11/4' bolt with flange nut for attaching L -foot or standoff shaft, and two 5/w" x 2 1/2lag bolts with flat washers for securing sliders to rafters. IS Flattop standoff (optional) —Use if L -foot cannot be secured directly to rafter (with tile or shake roofs, for example). Use one per L -foot. Two-piece (pictured): 6105 TS aluminum extrusion. Includes 3/8' x Sia' serrated flange bolt with EPDM washer for attaching L -foot, and two 5/1G' x 31ri' lag bolts. One-piece: Service Condition 4 (very severe) zinc -plated welded steel. Includes 3/8" x 11/a' bolt with lock washer for attaching L -foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for both standoff types. Installer supplied materials: Lag screw for L-foot—Attaches L -foot or standoff to rafter. Determine length and diameter based on pull-out values in Table 3 (page 8). If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screws are provided with L foot adjusting sliders and standoffs. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. Clamps for standing seam metal roof—See "Frequently Asked Questions..." (p. W. v.pe 15 U N I RAC Unirac Code -Compliant Installation Manual SunFrame to 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 Pap. 14 8❑ toFigure 4.SunFrame components. Figure S.SunFrame threaded slot rail, cross section, actual size. SunFrame Unirac Code -Compliant Installation Manual pC' U N I RACA 2. Installing the lowest row of L -feet and rail In the lowest row, it is not necessary to use L -foot adjusting sliders, even if you plan to use them in subsequent rows. Install L -feet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as tile or shake, use optional standoffs with flashing to raise L -feet. L -feet must be flush with or above the highest point of the roof surface.) L -feet can be placed with the double -slotted side against the roof surface (as in Fig. 7) or with the single -slotted side against the roof (which increases air circulation beneath modules). Module -to -roof dimensions are listed on page 15 for both ar- rangements. A• If you 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. If you are using both L foot adjusting sliders and standoffs, see the upper box on page 11. screw Always lag into lot nearest the bend in the L -foot Install the first row of L -feet at the lower edge of the instal- E2% lation area (Fig. 8). Ensure feet are aligned by using a chalk 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 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 lag screws. Seal the underside of the L -feet with a suitable weatherproof sealant. Fasten the L -feet to the roof with the lag screws. If the double slotted sides of the L feet are against the roof, lag through the slot nearest the bend in the L foot (Figs. 7 and 8). Cut the rails to your array width, being sure to keep rail slots free of roofing grit or other debris. If your instal- lation requires splices, Figure S. L -Foot assemble them prior to orientation. attaching L -feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips," p. 13). Slide the 3i8 -inch mounting bolts into the footing slots. If more than one splice is used on a rail, slide L foot boit(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L -feet with the flange nuts. Ensure that rails are oriented with respect to the L -feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof. Then tighten the lag screws. Lower edge of installation area Figure 9. L foot orientation in conjunction with L foot adjusting sliders. The sliders include two utility slots to secure module wiring, combiner boxes, and other system components. 4V Q W{€ L feet Lag / screw Always lag into lot nearest the bend in the L -foot Install the first row of L -feet at the lower edge of the instal- E2% lation area (Fig. 8). Ensure feet are aligned by using a chalk 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 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 lag screws. Seal the underside of the L -feet with a suitable weatherproof sealant. Fasten the L -feet to the roof with the lag screws. If the double slotted sides of the L feet are against the roof, lag through the slot nearest the bend in the L foot (Figs. 7 and 8). Cut the rails to your array width, being sure to keep rail slots free of roofing grit or other debris. If your instal- lation requires splices, Figure S. L -Foot assemble them prior to orientation. attaching L -feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips," p. 13). Slide the 3i8 -inch mounting bolts into the footing slots. If more than one splice is used on a rail, slide L foot boit(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L -feet with the flange nuts. Ensure that rails are oriented with respect to the L -feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof. Then tighten the lag screws. Lower edge of installation area Figure 9. L foot orientation in conjunction with L foot adjusting sliders. The sliders include two utility slots to secure module wiring, combiner boxes, and other system components. U N 1 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. Af �\ For array widths or lengths greater than 45 feet, see instruction manual 908.1 l• \ concerning thermal expansion issues. Sample layout, illustrated in Figure 4 Assumptions: 12 modules (60' x 36') arranged in 3 rows of 4 modules Array width = 144' (36' module width x 4 modules per row) Array length = 180' (60' module length x 3 rows) + 3' (1V2' end rail width x 2 rails) +' 1V2' (s/4' between -module rail width x 2 rails) = 184Vx' 1. Laying out the installation area Always install SunFrame rails perpendicular to rafters. (These instructions assume typical rafters that run from the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails are typically mounted horizontally (parallel to the lower edge of the roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size of your array area following Figure 6. P." 16 Array length Array width =moi (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. SunFrame Unirac Code -Compliant Installation Manual ::'UNI RAC 3. Laying out and installing the next row of L -feet With L -feet only: Position the second row of L -feet in accor- dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L -feet. Install the second row of L -feet in the same manner and orientation as the first row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant; the L -feet will not be fully tight- ened until Step. 4. With L -foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or pan -head screws in its frame. 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 -� Figure 10. L foot separation. See the note on module length in the caption of Figure 4 (p. 9). A = module length A Align slider Acenter hole Fto chalk line Lowest row of L -feet (no footing sliders) A + 1 3/is A+2/4n 4. Installing the second rail With L -feet only (Fig. 12): Install and align the second rail in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place at one end of the rails, and snug the upper rail (Fig. 12) toward the lower rail, leaving no gap between the ends of the modules and either rail. (If pan -head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L -foot adjusting sliders: Install rails on first and second rows of L -feet. Verify spacing by placing a module onto the rails at several points along the row. Adjust L -foot positions as needed. 5. Installing remaining L -feet and rails Install the L -feet and the rails for the remaining rows, follow- ing Steps 3 and 4. You may use the same module to space all the rows. When complete, confirm that: �-►� Align slider A - 3 1/4" center hole to chalk line A+3/4" Figure 11. If you are using L foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Figure 12. Position and secure top rail. • All rails are fitted and aligned. • All footing bolts and lag screws are secure. • The module used for fitting is resting (but not se- cured) in the highest row. r.pe 19 on UNI RAC Unirac Code -Compliant Installation Manual SunFrame Using standoffs with Two-piece aluminum standoffs may be used with footing sliders, although flashings may not be available to cover the entire length of the slider. Use the bases of the standoffs only in the lowest row. In subsequent rows, attach the shaft 0. 1 V''1 With standoffs of equal length, orient L foot to compensate for height difference. This example assumes a rail seven times the length of the footing spacing (A). A splice may be located in any of the L -foot adjusting sliders of each standoff to the slider using the slider's 3/9 -inch hex - head bolt. Note that L -feet are positioned long side up on the lowest rows and with long side down in subsequent rows— in the same manner as an installation with no standoffs. 41- w5—it If the standoff supporting the lowest rail is I inch taller than 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 shaded areas. If more than one splice is used, be sure 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 , t only one tfoot must be adjacent, on at least one side, to a rail section sup - maybe necessary. Please contact Unirac. ported by no less than two L -feet. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially step 4). Foot spacing must never exceed 48 inches. 2. Overhang (B) must be no more than half the length of the maximum footing spacing (A). For example, if Span A is 32 inches, Overhang B should not exceed 16 inches. 19 7. Rail sections longer than half the footing spacing re- quire no fewer than two L -feet. Modules should always be fully supported by rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side of a non -rectangular module. When a rail supports a pair of non- rectangular modules by themselves (right), it must be supported by at least two L feet The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Rafters Stringer Non -rectangular modules an SunFrame Unirac Code -Compliant Installation Manual 1118' U N (RA A 6. Securing the first module Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for rails and cap strips" (p. 13). Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporary gap allows the installer to place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the cap strip screws (Fig. 13, inset), so that the upper end of the first module is secure. Figure 13. Begin cap strip installation. AI The structural integrity of your array requires that cap strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute screws must be 1/4-20 Type F thread cutting (18-8 stainless 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 less from each end. If the nearest predrilled hole falls more than 4 inches from any end, drill a 1/4 -inch hole 2 inches from the end and install an additional Adrill crew. Wherever it is necessary to make a new cap strip hole, a 1/4 -inch hole before installing the cap strip screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it (Fig. 14). For a neat installation, use cable ties to attach excess wiring to the rail beneath the flanges. Unirac's cable ties can be attached to the SunFrame rail by drilling a 1/4 -inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top. When complete, every 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. 8. Installing the remaining modules row by row 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. Figure 14. Position and secure modules one by one. Figure 15. As modules slide into place, the stepping gap shifts, always allowing access to the section of cap strip being secured. P- 21 ASO UNI RAC Unirac Code -Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent structural or aesthetic problems, particularly those caused by very short lengths of rail or cap strip. This example illustrates one approach. Structural requirements for rails are detailed in "Footing and splicing requirements" (p.11). Structurally, cap strips require: • A screw in every prepunched hole (which occur every 8 inches, beginning 4 inches from the ends of the rails). • One screw 4 inches or less from the each end of every rail segment. Wherever there is no prepunched hole within 4 inches of an end of a segment, drill a 1/4 -inch hole 2 inches from the end of the segment and install a cap strip screw. (In most cases, you can avoid this situation with good material planning.) Structural requirements always take precedence, but usually good planning can also achieve both material conservation and superior aesthetics. This example conserves material and achieves two specific aesthetic goals: • Cap strip screws must align across the rails. • End screws must be equidistant from both sides of the array. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205 -inch rail Array center line assemblies and cap strip assemblies need to be cut and spliced from 192 -inch sections of rail and cap strip. The example illustrates one means of doing so, without violating structural requirements or aesthetic goals. Rail segments come from five 192 -inch lengths, lettered A thru E. Rail A, for example, is cut into two 96 -inch segments, with one segment spliced into each of the first two rails. Similarly, five 192 -inch cap strips are designated V through Z. All cap strip segments are cut at the midpoint between prepunched screw holes. For each rail, start with the cap strip segment that crosses the array center line, and position over the center line so that the appropriate holes are spaced equally on either side. Position each cap strip onto its rail and mark its trim point. Remove and trim before final mounting. Preliminary footing and splice positions must be checked against structural requirements in "Footing and splicing requirements" (p.11). In this example, the center of the array is offset 2 inches from the center rafter. This prevents rail splices BD (3rd rail) and CE (4th rail) from falling too close to the center of the spans between footings (Requirement 3, p. 11). Because foot- ings are not visible from ground level, there is negligible aesthetic loss. P., 20 1 st cap strip 4th rail 2nd cap strip 3rd rail 3rd cap strip 2nd rail 4th cap strip 1 st rail Usable remainder: D, 70"; E, 70"; Y, 64"; Z, 64" 0 SunFrame Unirac Code -Compliant Installation Manual U UNI RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? The answer depends on the orientation of your L -feet and the length of your standoffs, if used. See the illustration ap- propriate to your installation. How can I seal the roof penetration required when standoffs are lagged below the roofing material? Many types and brands of flashing can be used with Sun - Frame. Unirac offers an Oatey® "No -Calk" flashings for its steel standoffs and Oatey® or Unirac flashings for its aluminum two-piece standoffs. See our SunFrame Pro -Pak Price List. How do I attach SunFrame to a standing -seam metal roof? A good solution comes from Metal Roof Innovations, Ltd. (MRI). They manufacture the S-5!'" clamp, designed to at- tach a wide variety of products to most standing -seam metal roofs. It is an elegant solution that eliminates flashings and penetrations altogether. SunFrame L -feet will mount to the top of the S-5! clamps with the 3/8 -inch stainless steel bolt provided with the S-5! See www.s-5solutions.com for different clamp models and details regarding installation. When using S-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding wind loads, etc. –9;L_ 4, 21/4—± 1/8— t Standoff height (3", 4 6 or 7 all ± 1/8") Module thickness varies /g"± 1/8- Module thickness varies —. 7/a-± 1/g" P- 23 Module thickness varies s 3'/8—± '/8- /813/4-± 13 14-± I/8" SunFrame L -feet will mount to the top of the S-5! clamps with the 3/8 -inch stainless steel bolt provided with the S-5! See www.s-5solutions.com for different clamp models and details regarding installation. When using S-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding wind loads, etc. –9;L_ 4, 21/4—± 1/8— t Standoff height (3", 4 6 or 7 all ± 1/8") Module thickness varies /g"± 1/8- Module thickness varies —. 7/a-± 1/g" P- 23 an UNI RAC Unirac Code -Compliant Installation Manual SunFrame 9. Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided (Fig. 16). Figure 16. End cap installation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be %.-20 Type F thread cutting (18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length (inches) 1.34-1.42 34-36 C W. 1.50-1.57 38-40 D 1.77-1.85 45-47IT F I,, 1.93-2.01 49-517T E I %4 Sharp lipped modules G I" Sanyo lipped modules H Page 22 MO U N I RAC Unirac Code -Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty isVOID if the practices specified by AAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. ;a ��� U N I RAC 1411 Broadway Boulevard NE P.p O Albuquerque NM 87102-1545 USA 24 20% EFFICIENCY SunPower E20 panels are the highest efficiency panels on the market today, providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customerscan pair the highest - efficiency panels with the highest -efficiency TION COST :ins fewer panels time and money. RELIABLE 'AND 'ROBUST DESIGN SUnPowefs unique Maxeon'cell technology and advanced module design ensure industry-leading reliability MAXEQN"" CELL TECHNOLOGY Parented all -back -contact solar cell; providing the industry's' highest efficiency and reliability THE WORLD'S STANDARD FOR SOLAR" SunPower" E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower Maxeon" cell technology, the E20 series provides panel conversion efficiencies of up to 20.1 %. The E20's low voltage temperature coefficient, anti -reflective glass and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% 10% 5% SERIES SERIES SERIFS sunpowercorp.com C @us IN CURVE 7 ioDgwtl ;r 5n c 6 t000wrw 5 _ 4 800 W(ms `c t 3 v 2 Soo w/' 1 200 w/ 0 10 20 30 40 50 60 70 Voltage (1n Cvrrent/volloge characteristics with dependence on irradiance and module temperature. TESTED OPERATING CONDITIONS Temperature -40" F to +185" F (-40" C to + 85" C) Max load 113 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) WARRANTIES AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 6 2011 SunF— Corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are trodemorb or registered trademor6 s u n p owe rc o r p . c o m of SurPower Corporation in the US and other countries as well. All Rights Reserved. Specifications included in this dalasheet are subject to change without notice. Document #00 "5484 Rev' B / LTR EN cs 11316 SMA Certified Innovative Powetfut �laxible ; • UL 1741 and 16498 compliant + Secure Power Supply provides • 97.2% maximum efficiency': • Two MPP trackers provide • Integrated AFCI meets the require- daytime power during grid outages :Wide input voltage range numerous design options ments of NEC 2011 690.11 • `Shade management with OptTrac •' Extended operating Global Peak MPP tracking, temperature range SUNNY BOY 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTm Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy TL -US series the first choice among solar professionals. ENGINEERED IN GERMANY ASSEMBLEDRW IN THE USA= A NEW GENERATION OF INNOVATION Transformerless design The Sunny Boy 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US are transformerless inverters, which means owners and installers benefit from high efficiency and lower weight. A wide input voltage range also means the inverters will produce high amounts of power under a number of conditions. Additionally, transformerless inverters have been shown to be among the safest string inverters on the market. An industry first, the TL -US series has been tested to UL 1741 and UL 1699B and is in compliance with the arc fault requirements of NEC 2011. Increased energy production OptiTraem Global Peak, SMA's shade - tolerant MPP tracking algorithm, quickly adjusts to changes in solar irradiation, which mitigates the effects of shade and results in highertotal power output. And, with two MPP trackers, the TL -US series can ably handle complex roofs with multiple orientations or string lengths. An extended operating temperature range of -40 °F to +140 °F ensures power is produced in all types of climates and for Leading monitoring longer periods of time than with most and control solutions traditional string inverters. Secure Power Supply One of many unique features of the TL -US residential series is its innovative Secure Power Supply. With most grid -tied inverters, when the grid goes down, so does the solar - powered home. SMA's solution provides daytime energy to a dedicated power outlet during prolonged grid outages, providing homeowners with access to power as long as the sun shines. Simple installation As a transformerless inverter, the TL -US residential series is lighter in weight than its transformer -based counterparts, making it easier to lift and transport. A new wall mounting plate features anti -theft security and makes hanging the inverter quick and easy. A simplified DC wiring concept allows the DC disconnect to be used as a wire raceway, saving labor and materials. The 380OTL-US model allows installers to maximize system size and energy production for customers with 100 A service panels. The new TL -US residential line features more than high performance and a large graphic display. The monitoring and control options provide users with an outstanding degree of flexibility. Multiple communication options allow for a highly controllable inverter and one that can be monitored on Sunny Portal from anywhere on the planet via an Internet connection. Whether communicating through RS485, or SMA's new plug -and -play WebConnect, installers can find an optimal solution to their monitoring needs. THE NEW SUNNY BOY TL -US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGb"j" A NEW GENERATION OF INNOVATION Transformerless design The Sunny Boy 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US are transformerless inverters, which means owners and installers benefit from high efficiency and lower weight. A wide input voltage range also means the inverters will produce high amounts of power under a number of conditions. Additionally, transformerless inverters have been shown to be among the safest string inverters on the market. An industry first, the TL -US series has been tested to UL 1741 and UL 1699B and is in compliance with the arc fault requirements of NEC 2011. Increased energy production OptiTraem Global Peak, SMA's shade - tolerant MPP tracking algorithm, quickly adjusts to changes in solar irradiation, which mitigates the effects of shade and results in highertotal power output. And, with two MPP trackers, the TL -US series can ably handle complex roofs with multiple orientations or string lengths. An extended operating temperature range of -40 °F to +140 °F ensures power is produced in all types of climates and for Leading monitoring longer periods of time than with most and control solutions traditional string inverters. Secure Power Supply One of many unique features of the TL -US residential series is its innovative Secure Power Supply. With most grid -tied inverters, when the grid goes down, so does the solar - powered home. SMA's solution provides daytime energy to a dedicated power outlet during prolonged grid outages, providing homeowners with access to power as long as the sun shines. Simple installation As a transformerless inverter, the TL -US residential series is lighter in weight than its transformer -based counterparts, making it easier to lift and transport. A new wall mounting plate features anti -theft security and makes hanging the inverter quick and easy. A simplified DC wiring concept allows the DC disconnect to be used as a wire raceway, saving labor and materials. The 380OTL-US model allows installers to maximize system size and energy production for customers with 100 A service panels. The new TL -US residential line features more than high performance and a large graphic display. The monitoring and control options provide users with an outstanding degree of flexibility. Multiple communication options allow for a highly controllable inverter and one that can be monitored on Sunny Portal from anywhere on the planet via an Internet connection. Whether communicating through RS485, or SMA's new plug -and -play WebConnect, installers can find an optimal solution to their monitoring needs. ----------------- Effi 98. 96 00 97 Ean ktt PANKIT0210 Eta IVB 175 V) 95 - -- I 175 480 •• Eta IV, - 480 VI V-, M OA 0.6 : 0.8 1.0 Output power J Rated power • Standard feature O Optional Feature - Not available ---• ••-••.•••• 1 Data at nominal conditions Sunny Boy 4000TL.US Sunny Boy 5000TL-US ' Sunny Boy 6000TL US Technical data 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input (DC) Max. usable DC power (0 cos W'- 1) 4200 W 5300 W 6300 W Max. DC voltage 600 V 600 V 500 V Rated MPPT voltage range 175 - 480 V 175 - 480 V 210 - 480 V MPPT operating voltage range 125 V - 500 V 125 V - 500 V 125'V - $00 V. Min. DC voltage / start voltage 125 V/ 150 V 125 V/ 150 V 125'V / 150 V Max. input current / per MPP tracker 24 A / 15 A 30A/ 15A 30A/ 15A Number of MPP trackers / strings per MPP tracker 2/2 Output (AC) AC nominal; power 4000 W 4550 W 5000 W 5200 W 6000 W Max. AC apparent power 4000 VA 4550 VA 5000 VA' 5200 VA 6000 VA Nominal AC voltage /'adjustable " 208 V / • 240IV/ • 208 V/ 0 240V/ 0 208V/ • ', 240V/ AC voltage range 183'- 229 V '' 211 -' 264 V 183 - 229 V 211 - 264 V 183 - 229 V 211 - 264 V AC grid frequency; range 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 - 60.5 Hz Max. output current 20A 22 A 25A Power factor (cos qr) '' "1 1 1 Output phases / line connections 1/2 1/2 1/2 Harmonics ': <4% <4% <4% Efficiency Max. efficiency 96.8% 97.2% 96.8% 97.1% 96.8%* 97.1%* CEC efficiency 96% 96.5% 96%" 96.5% 96%* 96.5%* Protection devices DC disconnection device • DC reverse-polority protection • Ground fault monitoring / Grid monitoring 0/f AC short circuit protection • Alf -pole sensitive residual current monitoring unit 0 Arc fault circuit interrupter (AFCI) compliant to UL 1699B' • Protection class / overvoltoge category I / IV ' General data Dimensions; (W / H /,D) in mm (in)', 490 / 519 / 185 (19.3 / 20.5 /!7.3) DC Disconnect dimensions (W / H'/ D) in mm (in) 187 / 297I/ 190 (7.4 / 11.7 / 7.5) Packing dimensions (W / H / D) in mm (in) 617 / 597 / 266 (24.3 / 23.5 / 0.5) DC Disconnect packing dimensions (W / H / D) in mm (in) 370 /'240/ 280 (14.6 / 9.4 / 1`1.0) Weight/ DC Disconnect weight 24 kg (53 16) / 3.5 kg (816)'; Packing weight/ DC Disconnect packing weight 27 kg (60 lb) / 3.5 kg (8 lb)r Operating temperature range -40 *C... +60 *C (-40 *F.- +140 °F) Noise emission (typical) < 25 dB(A) < 29 dB(A) < 29 dB(A) Internal consumption at night <`I W < 1 W < 1 W Topology ; Tronsformerkss Transformedess Transformerless Cooling concept Convection - Convection Active Cooling Electronics protection rating NEMA 3R NEMA 3R NEMA'3R Features Secure Power Supply ,; 0 • 0 Display: graphic • • i Interfaces: RS485 / Speedwire/Webconnect 0/0 0/0 0/0 Warranty: 10 / 15 / 20 yeors 9/0/0 i/0/0 /0/0 Certificotes and permits (more available on request) UL 1741, UL 1998, UL 1699B, IEEE1547, FCC Part 15 (Class A & B), CAN/CSA C22.2 107.1.1 Preliminary data as of February' 2014. NOTE: US inverters ship with gray lids' Type designation SB 4000TL--US-22 SB 5000TL-US-22 SB 6WOTL-US-22 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC Moro efficient Shade management Easier Broad temperature range a Secure Power Supply Flexible communications Technical data continued on bock Sunny Boy 3000TL-US Sunny Boy 380OTL-US Technical data 208 V AC 240 V AC 208 V AC 240 V AC Input (DC) Max. usable DC power (® cos p - 1) 3200 W 4200 W Max, DC voltage 600 V 600 V Rated MPPf voltage range 175 - 480 V 175 - 480 V MPPT operating voltage range 125 V - 500 V 125 V - 500'V Min. DC voltage / start voltage 125 V / 150 V 125,V / 150 V' Max. input', current / per MPP tracker 18A/15A 24A/)5A Number of MPP trackers / strings'; per MPP tracker 2/2 Output (AC) AC nominal power 3000 W 3330W 3840 W Max. AC apparent power 3000 VA 3330 VA 3840 VA Nominal AC voltage / adjustable 208V/ • 240V / • 208 V/ • 240 V/ • AC voltage range 183'- 229 V 211 - 264 V 183 - 229 V 211 - 264 V AC grid frequency, range 60 Hz / 59;3 - 60.5 Hz 60 Hz /'59.3 - 60.5 Hz Max. output current 15A 16 A Power factor (cos (P) I 1 Output phases / litre connections 1/2 1/2 Harmonics <4% < 4% Efficiency Max. efficiency 96.8% 971% 96.8% 97.2% CEC efficiency 96% 96.5% 96% 96.5% Protection devices DC disconnection device • DC reverse -polarity protection • Ground fault monitoring / Grid monitoring • / • AC short circuit protection • All -pole sensitive residual current monitoring unit • Arc fault circuit interrupter (AFCQ` compliant to UL 16998 • Protection Class / overvolta9B category I / IV General data Dimensions (W / H /I'D) in mm (in) 490 / 519 / 185 (19.3 / 20.5 / 7.31 DC Disconnect dimensions (W /'H / D) in mm (in) 187 / 297`/ 190 (7.4 / 11.7 / 7.51 Packing dimensions (W / H / 0) in mm (in) ' 6117 / 597 / 266 (24.3 / 23.5 / 10.5) DC Disconnect packing dimensions (W / H / D) in mm (in) 370 / 240 / 280 (14.6 / 9.4 / 11.0) Weight/ DC Disconnect weight 24 kg 153 lb) / 35 kg (8 lb) Packing weight / DC Disconnect packing weight 27 kg' (60 Ib) / 3:5 kg (8 lb); Operating temperature range -40 *C... +60 °C (-40 IF— +140 °F) Noise emission (typical) 5 25 dB(A) <25 dB(A) Internal consumption at night < i W < 1 W Topology ` Transformedess Transformedess Cooling concept Convection Convection' Electronics protection, rating NEMA 3R NEMA 3R Features Secure Power Supply 0 • Display: graphic • • Interfaces: RS485 / Speedwire/Webconnect 0/0 0/0 Warranty: 10 / 15 /'20 years •/0/0 •/0/0 Certificates and permits (more available on request) UL 1741, UL 1999,11116MIEEE1547, FCC Pat IS K6u A&8jC+N/CSAC222107.t4 NOTE: US inverters ship with gray lids Type designation SB 3000TL-US22 SB 3800TL-US-22 Technical data continued on bock