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HomeMy WebLinkAbout40431-Z �,'„iios? �Lq-ev. Town of Southold 3/11/2016 _� P.O.Box 1179 0€ g ' 53095 Main Rd '`�A c 11 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38149 Date: 3/11/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 7745 Oregon Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.-1-8.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2016 pursuant to which Building Permit No. 40431 dated 1/26/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: , ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Russo, Sandra of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40431 02-23-2016 PLUMBERS CERTIFICATION DATED K,-41_,, Authorized Signature > "• TOWN OF SOUTHOLD ��ogUFED��C BUILDING DEPARTMENT a$ TOWN CLERK'S OFFICE xPy SOUTHOLD, NY �f✓®jrr�t' 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#: 40431 Date: 1/26/2016 Permission is hereby granted to: Russo, Sandra 625 Greenwich St New York, NY 10014 To: installation of roof-mounted solar panels as applied for. At premises located at: 7745 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 95.-1-8.2 Pursuant to application dated 1/20/2016 and approved by the Building Inspector. To expire on 7/27/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Buil.'- • 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 $15.00,Commercial$I5 00 Date. New Construction: Old or Pre-existing Building: X (check one) Location of Property: 7745 Oregon Rd Cutchogue House No. Street Hamlet Owner or Owners of Property; Sandra Russo& Robin Young • Suffolk County Tax Map No 1000,Section 95 Block 1 Lot 8.2 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: • Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50.00 pplicant Signature IIS/®�®®®F e7®�}�®l 1 `: Town Hall Annex �% ®� ® : Telephone(631)765-1802 54375 Main Road i t Fax(631)765-9502 P.O.Box 1179 * !(,._..ei_ roger.richerttown.southold.ny.us • Southold,NY 11971-0959 � + '. _ �O �/"�C®UNT1,� � �••... l BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sandra Russo Address: 7745 Oregon Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40431 Section: 95 Block' 1 Lot. 8 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43858-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 6.867 kw Roof Mounted Photovoltaic System to Include, 21 SunPower SPR-E20-327 Panels, 1-SB 5000 and 1-SB 3000 Inverters Notes Inspector Signature: Date: February 23, 2016 Electrical 81 Compliance Form xls Pacifico Engineering PCEngineering Consulting 700 Lakeland Ave, Suite 2B P'AC �. ; s Ph: 631-988-0000 Bohemia, NY 11716 cc ' ' -AlP Fax: 631-382-8236 www.pacificoengineering.com G`iu.- �"i I ' solar@pacificoengineering.com x C3 solar@pacificoengineering.com D ECEOVE D February 26, 2016 — MAR 1 1 2016 Town of Southold Building Department BUILDING DEPT. 54375 Route 25, P.O. Box 1179 TOWN OF SOUTHOLD Southold, NY 11971 Subject: Solar Energy Installation for Sandra Russo Section: 95 7745 Oregon Road Block: 1 Cutchogue, NY 11935 Lot: 8.2 I have reviewed the solar energy system installation at the subject address on February 26, 2016. 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 •c ° NE°lyO 4" �0 PAC/h., 'A 4 4 (t1�P,� �h,, , i i�Jii /30. 1 ( W O o66187 2. Ali/ Ralph c PetiCOX Engineer NY 066182 TRT24GE04744306 FIICLD 3I�'SPE oN 1 VOR�S DATE �, C C2 tii FQ m,Aort(1ST) • • • • .g. Ps POUND A,TION(2ND) . +fir„ t .. _. . , - .. ROUGH FR.,ININQ& . . b . , . . .. . . "--,,.,.,- 1 PLUMBING .____,._:Y .. • • , MB , • M. W • • INSATION PER'N,Y. VI UL STATE ENERGY COEE �` • , • , ,, , _ ••, ,.... ....iimmiii. . . . . . . . rnimmil_ - . . .-: Y NAL r - . 3 .. > f/ , • . . 'IA 2 . , _ . _ . . . _ . . . -_ , . , . , . . . , a t, • I t4 • • • • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 J3 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ( ,20 Storm-Water Assessment Form ` Contact: 02 Approved ' ,20 I Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A,Southampton,NY 11968 Phone: 631-771-5152 Expiration ,20 �! = ; 1 ' Buil ic�` 'Ing ns ec r il I{ 1; APPLICATION FOR BUILDING PERMIT �` JAN 20 2016 Hz,' I f i Date January 19 ,2016 `— • • INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder Contractor Name of owner of premises Sandra Russo& Robin Young (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 40227-H Plumbers License No. N/A Electricians License No. 43858-ME Other Trade's License No. N/A 1. Location of land on which proposed work will be done: 7745 Oregon Rd Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 95 Block 1 - ,,Lot :8:2'- — Subdivision 8:2'- Subdivision Filed Map No. , Let• 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front _Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner '' 11. Zone or use district in which premises are situated r 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO Sandra Russo& 7745 Oregon Rd 14.Names of Owner of premises Robin Young Address Cutchogue, NY 11935 Phone No. 917-604-4212 Name of Architect Pacifico Engineering PC Address700 Lakeland Ave,Bohemia,NYPhone No 631-9RR-Hann Name of Contractor GreenLogic LLC Address 425 County Road 39A Phone No. 631-771-5152 Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this n'T'` day of (144,4,44_420 LL' Ot......y,azt.t. . 7\-le (A-A7( Signature of Applicant APURSO j Notary Public,State of NewYoi'k No.01 CA6288189 l Qualified in Suffolk County, .0,, :t i Commission Ex,ices Sept®mbar 0.33,2017 Scott A. Russell ° STORMWATER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �9 Town of Southold rye i '��ittn�ctM � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT 1(NVOLVE AN OF THE FOLLOW:iN& (CHECK ALL THAT APPLY, Ye., No ' ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. DO B. Excavation or filling involving more than 200-/cubic yards of material within any parcel or any contiguous area;/ DO C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. /' ❑❑ D. Site preparation within 100 fee '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 «yatercourse. ❑❑ F. Installation of new q,r resurfaced impervious surfaces of 1,000 square feet or more, unles's prior approval of a Stormwater Management Control Plan w lreceiyed 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. APPLICANT IP!Opel Oanei,Der•,(Ptofea,tonal Agent CGottacto' Other)• S• 'T.�l. 1000 Date Dotnct GreenLogic LLC (Nesim Albukrek) 95 1 8.2 ! /J4 /Ifo p• Seel ion Block Lot T' p [OR Fit_1LDIN'C I 1.',SL ONLY Contact htfui manna 631-771-5152 T•pli.�u:rF� Revie\\e d By' Date 1101.61 I C Propel ty Addre s / Local ion of Coil I uct ion Work' 7745 Oregon Rd, Cutchogue,NY 11935 Aplii'o\ed fol Ialocessing Building Pei mit Stornwatel Management Conti ol Plan Not Requited. 1:1 Stormwatei Management Conn ol Plan is Requited (Fol n'ard to Engineer ing Department fol Re\Iew.) FORM * SMCP-TOS MAY 2014 �,rrirr�ss.,� Town Hall Annex Telephone(631)765-1802 54375 Main Road \ yc S� (631}76 _g5q P.O.Box 1179 . G , roller.nchert own.soU tio[ .nY.tls Southold,NY 11971-0959 if &KVA' a•irr BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: Samantha Corbett Date: 1/19/16 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: Sandra Russo& Robin Young *Address: 7745 Oregon Rd, Cutchogue, NY 11935 *Cross Street: Alva hs Lane *Phone No.: 917-604-4212 Permit No.: t-(00 Tax•Map District: 1000 Section: 95 Block: 1 Lot: 8.2 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Roof mounted solar electric system. 21 SunPower SPR-E20-327 modules, 1 SMA SB5000TL-US-22, 1 SMA SB3000TL-US22 inverters, 6.867kW (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In 421:0` *Do you need a Temp Certificate: 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 c�-t-L- rfiii sant 82-Request for Inspection Form • 10 6 I ENERGY January 19, 2016 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 Sandra Russo & Robin Young who have engaged us to install a roof mounted solar photovoltaic (PV) electric system for his home at 7745 Oregon Rd, Cutchogue, NY 11935 In connection with this application, please find attached: • Building Permit application 1�, • Application for Electrical inspection I1 'T ! • A Storm Water Assessment Run-off Form f s 1 + • Certificate of Occupancy Application ie�` JAN 2 0 2016 ' / I '�°l • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) L ----- — I • 2 Electrical Drawings • 2 Spec. sheets of the solar panels • 2 Spec. sheets of the inverter • 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 App/$100 Electrical App) Please let us know if you need anything else in connection with this application. Yours truly, Samantha Corbett Account Manager Samantha.Corbett@Greenlogic.com 631-771-5152 ext. 107 GREENLOGIC LLC c www.GreenLogic.com Tel: 877 771.4330 Fax 877.771 4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd 39A 200 S Service Rd , #108 Southampton, NY 11968 Rosyln Heights, NY 11577 �•••IA F Se//45,; Town Hall Annex � h0 l0 Telephone(631)765-1802 54375 Main Road * * Fax(631)765-9502 P.O.Box 1179 G Q %�� Southold,NY 11971-0959 cOUNTI A,. BUILDING DEPARTMENT TOWN OF SOUTHOLD March 4, 2016 GreenLogic LLC 425 County Road 39A Southampton, New York 11968 RE: 7745 Oregon Rd., Cutchogue, Sandra Russo. Before the Certificate of Occupancy can be processed we need certification from Architect or Engineer that solar panels were installed per New York State Code. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 40471-Z (bath, deck & outdoor shower) i.s CtGREENLOGIC® ENERGY February 10, 2016 itNt MAA 1 1 2016 BUILDING DEPT. The Town of Southold TOWN OF SOUTHOLD Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 40431 Sandra Russo 7745 Oregon Rd, Cutchogue 95-1-8.2 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 him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation or need additional information. Sincerely, Samantha Corbett Account Manager Samantha.Corbett@Greenlogic.com 631-771-5152 Ext. 107 GREENLOGIC LLC c www.GreenLogic.com Tel 877 771 4330 Fax• 877 771 4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd 39A 200 S Service Rd , #108 Southampton, NY 11968 Rosyln Heights, NY 11577 ___.7.* . t om ..+. =r 1 _-,-1,-,.-)20.4, Y mw - TOWN OF_ SOUTHOLD , PROPERTY,. RECORD. : CARD -i,v :. _ . OWNER STREET ----/,,, q5 - 'VILLAGE -' ' . . DIST. SUB.- LOT _ ' / LA4-ei.,:s71 ,'7,1,>,0',1, - 7;.1i''6,J1 /Tii'-/-P „„-...l< , ,9 ,,.1,),1,i,Lisc : , ,\JI,iT.,/1,1-,\-)Vob\V;,,,:-,;, i,.., —FORMER OWNER- ' - N - -..;',0E ACR: . - t/L /lOV1 Cf. i X.VI I ►(i lI '`a,4 teSiri J ' , a.2i i a1,'1'/' A 7, S W . TYPE-OF BUILDING -f , :(fit` f cf - „ i ��C . 2_ S� °` 3. �C✓ ..,?:-/.-_.;-,,if= � t f ?, :RES. 2 ,d SEAS. VL. FARM • COMM. CB;; : MICS. Mkt{Value LAND IMP. TOTAL DATE a REMARKS , r ? I.,..1 rP%.%,° /' ) .J .ola. r eYd 4-r ,G- 7777Jo/d f9G'dO Zeo,^ ,,fSX.: Yd' 27-0.„):t'.Sallp x[!/ ? /f ' (GaC le"sost1 / i „3" 6c.3 r,. .7,76) 0 / a(} , a a / 2;0 .P 7 ? /(7/5/(01,-L/0 7eto.`2Q Rc . 4 Ns ...t 1000 066< S000 -/fit_.:. J 5/1I 8,1741::.3bb,Z0 T-I-e amOhS' -c�`�l�,boo =0- ' ': - 1000 5"500 ‹ F 00 /0/91/ 1(,98'11g... ,13 . :; ,ci7 -ill-probt,r-icQ po®/m • ...e.L)----71-- • • Tillable FRONTAGE ON WATER i -Woodland FRONTAGE ON ROAD ci.9 57 Meadowland DEPTH / 7), / ,..,-, House Plot / 61. tt / 66-6 r1 67 o BULKHEAD \."`� Total 643-0 , _ ,' TOWN OF 'SOUTHOLD . PROPERTY RECORD��=,�CARD I ' OWNER STREET .r r VILLAGE DIST: SUB. LOT -----,„4"7-,-/Z1,7 - FORMER O' ER N (P I E ' �- . ACR. j T' . ZIP N I L-s.K' • T•• 2 'w s i 0 1,1 STIMMTYPE OF BUILDING I .. 2,. 4,A si'r w g -',r,, f%� ' ,0-- ,-- 11..a4v„,,...e.,, RES. SEAS.. VL. FAR----M- COMM. CB. MISC. Mkt. Value '''', • - - LAND IMP. TOTAL DATE REMARKS ' )i i2, , - a .SG� Ja a o i� J 6 r, /r / / �J Co 9 a _�[� ed ,./ _i/'Z> 7/ S' 3 0 ...3 l FAiil iz` ) 4.: N•L s t6 t- ,�t'z' 0774L19;: ,: ::_.; :':All'' f, . I (A-L''' ) EMU ..,4)::' 4 o fr" „--5-72=LY 7 2--- / / 0 7,5" : *h;n_ . ,c A 1 e'f6/2.-0 A'Ai) 7 ' A/'-'''/ BA PAi a-Cv41;1.2 i:) — 2- o 4 d 6b / ( 6 f K31ak 76 "LA r.;1'i-4P-eel./ F S. )Ac &gg04 ��� i ��d B ; l� C KIDITIONqRLD, fig. !, If NEW/02,g0,, 71% ,BA,,O/o / s! '9r/C1 FARM Acre Value Per Value Acre Tillable 1 _ Tillable 2 - d Tillable 3 • Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House PlotDEPTH /0-00 -a 0-0 BULKHEAD Total i * T , - ; e' DOCK I r 'y-'�ty .. Y - 'r h �1 ,1' t ilii y� r ) Y' _ � �"' a•ØØ i Utb AllAh r_ I; ,' D =�ryy;> COLOR. 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'Sn'+r•'�• i�`�',,w'' rr � ',� � vr��'� ,`�:, ,r,r ' `kx s`$ v Yh ,✓ ..':ZZ;;..;''L'f 'Y r f.,, r' ., r / .�. y' $ r.,� � �N _ ��, ��. _ 4 ;�`, n• .v�.Vis,'+•: •� r <�` �r: :•vr r=. � 'L,.. .�', {..., i ;�V.n.`9p• ''i f 'G.._�47 , f.. e..,R`�`.: •< `V'.::'` Ir.,,t-r :: .r : '..,..4,-;'.1,-Ar—`' ,.`7.'.i'._.` :r�3Y,,. : ^y P., ;,.�.3'�� .v`� ' `' : : ' ; #, fs;; rr Suffolk County Executive's Office of Consumer Affairs " .,:' : \ i' VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 r f -�J> -• ==DATE ISSUED: 5/25/2006 No. 40227-H "c-V;;-: G r if j.. , : SUFFOLK COUNTY .y ` s ?} Home Improvement Contractor License ''';;N-40, This is to certify that {• <.: MARC A CLEJAN ' > i ;1,,-.F. pi doing business as GREEN LGGIC LLC *,,,%., #:: 'c having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules qy -4, and regulations of the Countyof Suffolk, State of New York is herebylicensed to conduct business as a HOME ' ._f IMPROVEMENT CONTRACTOR,in the County of Suffolk. } Additional Businesses :43 *fir � :. ,��, NOT VALID WITHOUT �,, .1.14::-'1' :0 DJ PARTME!�TAL SEAL '' AND A CURRENT c ' ` ` CONSU>V,IEI�AFFAIRS ,alL�� ID C ARD _F. ii Director : "- :4z s'r. 1 i{ 'v . , -, ,�i1.•i� ..~; 4!.• .n \;•4_+ ,.�:'''SN...r'✓.M. t,. ���;. `�..'r°n'..s;;d.:. `r {SitJ : s. .' ' . � r'4. 4k•( ;, v,, v,, .4l- �/ ` ,,- " :iri. it' '-' e;6e�) :.44'14nt � f.,� 4 � y, �. , ,v ' ;f) A J :,4 _Ji` 3 ,..= ' }�'.- fi4s,,,446„,4;400 s, Pf ''-,4.,, ,4,, .J? iKwW r•,to. �� ? jYry � m�`%•- xy ✓K } <,z. >+,,..: {r';� :4:^ „,,x, `Jn, t ,y¢•ti ”, -rtih,}`Yx:,, 4 + 3 � , ' 3'h.. �v .:,:;. ,;. b,fi+ ' ,-;4..,,,,,,,..,,, ,q,-,t ��rrY„, wv.5�, nva .: vv'f i.}.,.'`*•',`:',L,'''1,' .L}ck4-' rik�X�- ",,,7'7,'"....--,:�i rm,Xy� •�� �,3:,) 2n.4/•4;,;,h} r,, �,v. 1"r•;.,.Nw ,;k,+C, ,yC''''7`.4.,;'• ~, '• .^„ .n: r \ , ,.^NJ x. x� r,1;✓ ,/f!..t �. . � yv. . ,, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONT PRODUCER NAMEACT Brookhaven Agency,Inc. Brookhaven Agency,Inc. (AIC"Nn,Fxt):(631)941-4113 bac,No):(631)941-4405 128 Old Town Road Suite C !guru s: brookhaven.agency@ verizon.net PO BOX 850 PRODUCER CUSTOMER ID#: East Setauket NY 11733 INSURER'S)AFFORDING COVERAGE NAIC# INSURED INSURER A: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B: Merchants Preferred Insurance Co. 425 County Road 39A,Suite 202 INSURER C: First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D: INSURER E:AGCS Marine Insurance Company INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 SUBR POLICY EFF POLICY EXPWW1LIMITS LTR INSR WPOLICY NUMBER IMM/DD/YYYY) IMM/DD/YYYYI GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY x x EGGCC000076915 01/31/15 01/31/16 DAMAGE TO RENTED PREMISES(Fa orrurcence) $100,000 CLAIMS-MADE X OCCUR _ MED EXP(Any one person) $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X Contractual Liab GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 POLICY X FF n LOC $ AUTOMOBILE LIABILITY CO accident)INGLE LIMIT(Ea $1'000'000 B X ANY AUTO CAPI043565 8/11/14 8/11/15 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N "MIRY I NITS FR ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N I A E L EACH ACCIDENT (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ C NYS Disability D251202 4/11/13 4/11115 Statutory Limits E Installation Floater/Property MX183958282 4/15/14 4/15/15 $400,000 $1,000 Ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE <NSZ> ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Greenlogic LLC 631-771-5152 425 County Rd 39A Ste 202 lc.NYS Unemployment Insurance Employer Southampton NY 11968 Registration Number of Insured , Id.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is or Social Security Number specifically limited to certain locations In New York State,Le.,a 203801194 Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) National Liability&Fire Insurance Company Town of Southold 3b.Policy Number of entity listed in box"la" 53096 Rte 25 V9WC653322 Southold NY 11971 3c. Policy effective period 06(15//15 to 06/15/2016 3d. The Proprietor,Partners or Executive Officers are included. (Only check box Wall partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also note the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail) Otherwise,this Certificate is valid fur one year after this form is approved by the insurance carrier or Its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note:Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. ' Approved by:NICHOLAS ZULKOFSKE (Print name of authorized representative or licensed ageni of insurance carrier) Approved by: 16"/dtr 06/12/2015 afore) (Date) - Title: Authorized Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 631-941-4113 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us Workers' Compensation Law 1 ;I',,, \•./i ,.. ,,---1' F\ if c, e l \ �.�.' 4 \\ /,I r . 1� _.j \'"J.. %/ ,�} �I( l\ '�t-.-0-.,„,.._ - ' .- ,f----.,,.... ,•-.- -,, '77 - ,,,,, Su o l k CountyExecutive's Office ofConsumer Affairs �P ` ..lij7.:.''' 1 VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 ;I �-; , DATE ISSUED: 12/10/2007 No. 43858-ME '`_, ;� 1 SUFFOLK COUNTY `� Master Electrician License �� This is to certi that fY ROBERT.I SKYPt�LA i ( 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 ,. 71/. DEPARTMENTAL SEAL Li :� ' AND A'CURRENT • CONSUMER AFFAIRS , %-1 Il)CARD '�. Director ) :..42,, .r,:de/ d Vim-' .., __2 • r/ Fri. :--;:,,,-i,.:'_:",,' - _,;'-„:i,-5 _ ,: ?:.,'1 &R � COR4 , - 11/ OCL.9- y .°h `''i,....„,, ,_,- 0.0 YA� ,,,,,,,,, '� es, y Sa �pOQ 11 ��pP �� o J 7tA ^-� t & t. NAV` -— \ 1 OCP°1' 5 " ,!,i ' .10 '4° >✓ \� YY P of R9c l 0 { • ...__ - - 50 Q� a , 00 • , 2\6 ' `%\ =�4 f'4:�° pr �,iy coma nKe...'0,19.s.-v1.aic 2S�OM��/ �:9bd LAJ`� osii,...a,...ta ..eu.Y eei..,- ",.., ./ JOHN C. EHLE S LAN SII SST;!VEYOR GRAFI-11G SCALE ' I"= 40' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 ; __ - ,-4-r A, , .P �.____ i RIVE�AD,N.Y.11901 369-8288 Fax 369-8287 Ax; ~ " "l"'``""'" REF.—C:\Documents and Settines\Owner\Mv Documents\My Dronbox\10110-195.pro `moi, . Pacifico Engineering PC --- - Engineering Consulting 700 Lakeland Ave, Suite 2B (C[ E Ph: 631-988-0000 Bohemia, NY 11716 �'` �' P Fax: 631-382-8236 www. acificoen Ineerin com --' l[ IG c solar acificoen Ineerin com P 9 9 1 @P 9 9 January 12, 2016 Town of Southold APPROVED AS NOTED Building Department 54375 Route 25, P.O. Box 1179 DTE: _-�__`tj• '_ B P.# v Southold, NY 11971 F _ BY:.. 101 _ Subject: Solar Energy Installation for NO FY BUILDING DEPAR MENT AT Sandra Russo 765-1802 8 AM TO 4 pg'Ac o' agE JOCUPANCY OR 7745 Oregon Road FOLLOWING INSPECTIONS ,oil. pp �flfl , , ryry Cutchogue, NY 11935 1. FOUNDATION - TWO R B Q2 USE 6 U��IL�` ,/Fi_�i� FOR POURED CONCRET • • 2. ROUGH FRAMING & PLUMBING '.I'.iTHOUT CERT MATE 3. INSULATION liF COON 'CY 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. _ ALL CONSTRUCTION SHALL MEET THE RETAIN STORM WATER RUNOFF REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 DESIGN OR CONSTRUCTION ERRORS. OF THE TOWN CODE. 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 A B Mean roof height 19 ft 12 ft , Pitch 4 in/12 6 in/12 Roof rafter 2x6 2x6 ELECT` aCAL Rafter spacing 16 inch on center 16 inch on center Reflected roof rafter span 12.2 ft 3.9 ft 11 <' PECTP " REOVRED Table R802.5.1(1)max allowable 13.3 ft 13.3 ft The climactic and load information is below: CLIMACTIC ANDWind Live load, Exposure Ground Speed,3 pnet30 per point GEOGRAPHIC DESIGN Snow Load, pullout Fastener type CRITERIA Category Pg sec gust, ASCE 7, load,lb mph psf Roof Section A f�9,Cr �,�J, , 20 120 61 1249 (2)#14-13 x4 5"DP1 concealer C��I rl,"� ', V6 6`I /��L -`01Jt5 OF screws(3.5"min embedment) B NEW \•ORK S-1 ATE S TOWN CODC� 6-1 1249 SS 5/16"dia screw,4-1/2"length AS REQUIRED A' Civvi iCI'I=OF (3 5"min embedment) ;Imo!127 v""N Tan _ CtIM OF Weight Distribution a er,l v_ rv, �Q�G H PA c/4,array dead load 3.5 psf Gj vQ /�/O 'fes load per attachment 214.9 lb y� 4. ,�.1I O Subject roof has one layer of shingles �•'/ ( ir -"-'VA`.t..I Panels mounted flush to roof no higher than 6 inches above surface. 4' iflF'� `Al�, �''r w Ralph Pacifico, PE N� C, Professional Engineer 0,o� 6618 t�,� Ral. _a,. . '• ngineer NY O•: ' . . _ _-.4744306 GREEN LOGIC® ENERGY • GreenLogic,LLC Approved Sandra Russo • 7745 Oregon Road Cutchogue,NY 11935 Surface#A: Total System Size'6 667kW Array Size:4 578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth: 124° Pitch 18° 0411 Monitoring System: SunPower Panel/Array Specifications: vor ArrAwyp vr Panel:SPR-E20-327 Racking.UniRac SunFrame Panel 61.39"X 41.18" Array:24'1 '/<"X 10'6'/2' Surface 25'X14'9" Magic# 62 1/8" Legend: **V.V.** *******. [1=11 14 SunPower 327W Panel UniRac SunFrame Rail • 21 Eco-Fasten Quik Foot B[1 True 2x6"Douglas Fir Rafter 16"0 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 Engineer/Architect Seal: �� NE 1 Co P�PN PAc,4, O,p� .1„ / �� s til iP '''Z.t�),, • #41 N� • °661 B2 l . FESSIONP� Drawn By:MMB Drawing#1 of 8 Date: 10/23/2015 REV'A Drawing Scale:3/16"=1 0' • GREENLOGIC® ENERGY . GreenLogic,LLC Approved Sandra Russo - 7745 Oregon Road Cutchogue,NY 11935 Surface#A: Total System Size:6.667kW Array Size:4 578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth: 124° Pitch 18° ' Monitoring System: I� SunPower Panel/Array Specifications: • j • • o • •� Panel:SPR-E20-327 f `/\_ Racking:UniRac SunFrame • Panel:61 39"X 41 18" • , Array:24'1 W X10'6'/2" . _ Surface:25'X 14'9" Magic#:62 1/8" ' . :\:: V / Legend: • • • _ • , • • . •. 14 SunPower 327W Panel ® UniRac SunFrame Rail ` • \ : �: • 1.E. co-Fasten Quik Foot:� 8 e 2x6"Douglas Fu Rafter 16"O C \. •/ Notes. �/ •� �• •\ Number 000f Layers 1 p • . • Height abRoof Surface:4"Materialsed:Eco-Fasten,UniRac, . _ SunPoweMA ,• : . 1 . • : Added Road of PV System:3.5psf • n _ ineer/Architect Seal:. (* *0-F� NE(NY-\PN PAc,'c��+O,p ,g ft tai =.. 0 I* ,rn Pi' fir! LU �c} 066182 e A-0FESSIce. Drawn By.MMB Drawing#2 of 8 Date` 10/23/2015 REV:A Drawing Scale:3/16"=1.0' ENLOGI ° ENERGY • GreenLogic,LLC Approved Sandra Russo • 7745 Oregon Road Cutchogue,NY 11935 Surface#A: Total System Size:6.667kW Array Size:4.578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth. 124° Pitch: 18° �, Monitoring System SunPower Panel/Array Specifications: Panel:SPR-E20-327 A A A A A - Racking:UniRac SunFrame Panel:61.39"X 41.18" ' Array 24'1 %"X 10'6'/z' 1 Surface:25'X 14'9" X X X X X Magic#:62 1/8" Legend: rn 14 SunPower 327W Panel UniRac SunFrame Rail • 21 Eco-Fasten Quik Foot 1 B True 2x6"Douglas Fir Rafter 16"0 C V V V V V V 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 Engineer/Architect Seal: ,s�0E NE1/1/y r<A O1:1� •■ /65 ,„iA O 0661 ;2 e PESSIONP ----- -- - --- --- - - - -- -------- ---- -------- Drawn By:MMB Drawing#3 of 8 Date: 10/23/2015 REV:A Drawing Scale:3/16"=1.0' CGREENLOGIC® ENERGY • GreenLogic,LLC Approved Sandra Russo 7745 Oregon Road Cutchogue,NY 11935 Surface#B: Total System Size:6.667kW Array Size:2.289kW 1 string of 7 on SB-3000TL Azimuth'216° Pitch 27° Monitoring System: �/ SunPower Panel/Array Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame Panel:61 39"X 41.18" Array 24'1 S/"X 5'3 3/8" Surface:36'3"X 6'9" ****** Magic#:62 1/8" Legend: r 7 Sun Power 327W Panel ® UniRac SunFrame Rail • 15 Eco-Fasten Simple Seal B Fl 2x6"Douglas Fir Rafter 16"0 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 Engineer/Architect Seal: ' �of NEL, P �QN PAC/p -.•P t11 O , I` lit' .�. O v66182 (<7 it) i?0FESSIo Drawn By:MMB Drawing#4 of 8 Date: 10/23/2015 REV:A Drawing Scale:3/16"=1.0' EE, r LOGIC° ENERGY ' GreenLogic,LLC Approved Sandra Russo • 7745 Oregon Road Cutchogue,NY 11935 Surface#B: Total System Size:6.667kW Array Size:2 289kW 1 string of 7 on SB-3000TL Azimuth:216° Pitch 27° Monitoring System: WS SunPower Panel/Array Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame Panel:61 39"X 41.18" Array:24'1 '/4'X 5'3 3/8" ' Surface:36'3"X 6'9" Magic#:62 1/8„ ///�. Legend: ,� N 7 SunPower 327W Panel . UniRac SunFrame Rail \\ �: • 15 Eco Fasten Simple Seal : • : • • • i 0 _ • S : 1 B 2x6"Douglas Fir Rafter 16"0 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 Engineer/Architect Seal: � OF NEI, ,iP �QN PAc�,. O,p * '` _Al c, 0 liP h A _ 4 .�u O 0661 g2 kr RopESSloNP Drawn By:MMB Drawing#5 of 8 Date: 10/23/2015 REV:A Drawing Scale:3/16"=1.0' C, E LO iC® ENERGY ' GreenLogic,LLC Approved Sandra Russo 7745 Oregon Road Cutchogue,NY 11935 Surface#B: Total System Size:6.667kW Array Size 2.289kW 1 string of 7 on SB-3000TL Azimuth:216° Pitch:27° Monitoring System: �1 SunPower i Panel/Array Specifications: Panel:SPR-E20-327 Racking.UniRac SunFrame Panel:61 39"X 41 18" Array.24'1 3/4"X 5'3 3/8" Surface:36'3"X6'9" A A A A A A Magic#:62 1/8" Legend: rn 7 SunPower 327W Panel 3 ® EESEEa i\V�\ I / V vV v v •�// B B 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 Engineer/Architect Seal: ��OF NEW u_ �Q' Q PAC, O Co /c �1, * `` r L O r- t 11 it)i. •�-! lil: i:: a' 40 III T A Teti E ke LU `t �• C6618 ./ 3J A OPESSIONP Drawn By.MMB Drawing#6 of 8 Date. 10/23/2015 REV:A Drawing Scale'3/16"=1 0' NLOGIC° . No Vent Pipes Will Covered By The Solar Array ENERGY GreenLogic,LLC Approved Sandra Russo - 77451 SMA Inverter Located in basement of Oregon Road 11 Cutchogue,NY 11935 main house. Total System Size:6.667kW 1 string of 7 and 1 string of 7 on SB- dailil/ 5000TL 1 string of 7 on SB-3000TL Azimuth:216° VII_, Monitoring System: "' SunPower '/" Panel/Array Specifications: 111.M Panel:SPR-E20-327 Racking UniRac SunFrame "" Panel: :62 1 X8 41.18" Magic#:62 1/8" 1 SMA Inverter Located in storage M _ Legend:' rrn 36 SunPower 327W Panel shed. ®• UniRac SunFrame Rail 21 Eco-Fasten Quik Foot 15 Eco-Fasten Simple Seal B True 2x6"Douglas Fir Rafter 16"0 C 2x6"Douglas Fir Rafter 16"0 C 11111111111 Notes Number of Roof Layers.1 18" Service Walkway Height above Roof Surface 4" Materials Used: Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System 3.5psf Engineer/Architect Seal: 14 SunPower 327W ,s. ,OF NE�/Y Panels �,�P P�PN PAC/,. q AI * r iM.*„t 0 RMII18" Service Walkway 5 ii„AIN,f� ,kU 7 SunPower 327W NFD' 0661B2 ,' <e Panels A, FES o P� ----- -- -- -- -- - - - - ----- - -- - ---- Drawn By:MMB Drawing#7 of 8 Date:10/23/2015 REV:A Drawing Scale:3/32"=1.0' (:-' GREENLOGIC® , ENERGY- GreenLogic,LLC Approved Sandra Russo 7745 Oregon Road Cutchogue,NY 11935 Total System Size.6.667kW 1 string of 7 and 1 string of 7 on SB- 5000TL 1 string of 7 on SB-3000TL I --- -- — — — — — I { -- Azimuth 216° I— — -- -- — _ - - -- -------J----- 1 - i - _ I — -- 1M)bBla)LLSt g(. - I�1�91ai IJ —_- ------- -__-- _---- -- --- Monitoring System: ` SunPower -- — — — --- — — - - - -- Panel/Array Specifications: -------- Elm-Fcblt3lQ.IdCFO0tBase Plate ----- 21r------- --- ------ ---------- - ---- Panel:SPR-E20-327 Eco-FalE'1QadCFootSq.B'ePlln-IR,n'dalC ----21 -- __..._------__—.._._-----1----- ------------._.._ --_ _—_—1—_—._ Racking:UniRac SunFrame — -- ---- — — -- Panel:61.39"X 41 18" — — — F'¢rFaltenQad<FoctFlat"lg _21 Magic*621/8" ##1413C4TCA CtTredPI SQEw 42 -- — -------t——1 — — — — Legend: — — ® 36 SunPower 327W Panel - -- ------ - — ------- -,----- ----- -- ----- --------- UniRacSunFrame Rail ---__--_-- — — —__-- --- -_---- __--- 21 Eco-Fasten Quik Foot • �F�I��SIi1d@cam -- 15 L — — — - 15 Eco-Fasten Simple Seal %GAS'4LT�tr B LI 2x6"True 2x6"DoFir s Fir Rafter 16.C"0 C d 2x6"Douglas Fir Rafter 16"O.0 Notes: — — — — _— — -- —— — -- -- — — -- — Number of Roof Layers: 1 -- -- — — — —— _ — ---- — - --- —— — 3 — — — -- r — Height above Roof Surface:4" �� Materials Used:Eco-Fasten,UniRac, — — -- — — — — -- -- — SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: s ,` OF NEwY ��?.,y \ PA t,11 O?p'� * c, t O 37 4, JOirfali 4-1:15 SOA C9 066182 �' 'Q(DFESSIONP\' — --------- ----- - - -- -- Drawn By:MMB- Drawing#8 of 8 Date: 10/23/2015 REV:A Drawing Scale:3/32"=1.0' ,..___........_-- -__._.._-.___...___.._--.___._-___--_....,_ NEW EQUIPMENT ____---__ ----- _- _________._.-__ EXISTING SERVICE 120/240, 1PH, 3W I 1(q 200A 1 KWH 4 PV-SA-1A V— r !A -<\'[3;', AC-COMBINER PANEL. I �.. .-2-1._.. r INV-1 AC-CIM-1 a a r —1 _- rl __ . (LOCATE[t NEAR INVERTERS} AC DISCONNECT "�- I.... _ S.._......L, 1 I ,, t , (PV LOADS ONLY) � z� � i _ AC-DSC-1 L__ INTEGRAL DC/AC DISCONNECT SWITCH I © DI Ell® BKR-1 jil b — € --.)MAIN PV-SA-2A `_ ' V © ---a) FUSED 3 INV-2 , :�` ® 0 ® n BKR-2 ® i- EI ® y ' IIII o Iin L te � B t rra --- µ fit}; ..,..1;1 _,. . ....1 __ 1 -•- INTEGRAL DC/AC N A. A. A DISCONNECT SWITCH NN I E PV-SA-2B o_ I EGC Lr ..i. j_ SEC' I EXISTING s L_ —— #6 WI 1 cEe a 7 WIRING GUTTER IRREVERSIBLE SPLICE EXISTING AC PANEL PROPOSED 3-LINE ELECTRICAL DIAGRAM Sandra Russo REVISIONS 7745 Oregon Road \� ENERGY Cutchogue, NY 11935 ELIMINATING THE COST OF ENERGY 1 ) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: RUSSOS-3LD1 Revision: 1 Revised: 9/14/2015 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION AWG./ TAG TYPE, CONDUIT EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 7-MODULES A USE-2/PV, PVC-40-1" 10/6 PV-SA-2A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 7-MODULES B THWN-2, PVC-40-1" 10/10 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 7-MODULES C THWN-2, PVC-40-1-1/2" 6/6 D THWN-2, EMT-1-1/2" 4/6 INV-1 INVERTERSMA INVERTER, MODEL SB3000TL-US-22, 240V _ _ 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-2 _INVERTER SMA INVERTER, MODEL SB5000TL-US-22,240V JUSTED FOR TEMPERATURE, DISTANCE,AND BUNDLING: AC-CMB-1 AC COMBINER PANEL 250V, 100A, NEMA-1, 1-PH,3-WIRE 2.) ELECTRICAL CONDUIT TO BE MIN. PVC BKR-1 CIRCUIT BREAKER, INVERTER MATCH COMBINER PANEL BRAND, 2-POLE, 20A SCHEDULE 40,ADJUST FOR SITE CONDITIONS. 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- BKR-2 CIRCUIT BREAKER, INVERTER MATCH COMBINER PANEL BRAND, 2-POLE, 30A TION METHODS TO COMPLY WITH NEC AND LO- AC-DSC-1 AC DISCONNECT, FUSED 250V,60A, NEMA-1,SERVICE RATED; FUSE RATING:50A CAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY AC CIRCUITS OP.CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. VOLTAGE MAX.AC MAX. DC TAG @STC @STC @ T-MIN @STC TAG POWER RANGE CURRENT CURRENT PV-SA-1A 5.98 A DC 315 V DC 510 V DC 6.46 A DC PV-SA-2A 5.85 A DC 315 V DC 510 V DC 6.46 A DC INV-1 3000 WATTS 211-264 VAC 15 A AC 18 A DC PV-SA-2B 5.83 A DC 315 V DC 510 V DC 1 6.46 A DC INV-2 5000 WATTS 211-264 VAC 22 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Sandra Russo e G REENLOGICe 7745 Oregon Road ', ENERGY Cutchogue, NY 11935 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: RUSSOS-3LD1 Revision: 1 Revised: 9/14/2015 ------ —— — ———__ ----- NEW EQUIPMENT --—-- -—-- -- -- -- -- %XISTING SERVICE 120/240, 1 P'I, 3W 1 1 200A' t MP . PV-SA-N1A , / I ; EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION AWG./ TAG TYPE,CONDUIT EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 7-MODULES A USE-2/PV, PVC-40-1" 10/6 PV-SA-2A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 7-MODULES B THWN-2, PVC-40-1" 10/10 PV=SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 7-MODULES C THWN-2, PVC-40-1-1/2" 6/6 D - THWN-2, EMT-1-1/2" 4/6 INV-1 INVERTER SMA INVERTER, MODEL SB3000TL-US-22, 240V 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-2 INVERTER SMA INVERTER, MODEL SB5000TL-US-22,240V JUSTED FOR TEMPERATURE, DISTANCE, AND BUNDLING. ' AC-CMB-1 AC COMBINER PANEL 250V, 100A, NEMA-1, 1-PH,3-WIRE ' 2.) ELECTRICAL CONDUIT TO BE MIN. PVC BKR-1 CIRCUIT BREAKER, INVERTER MATCH COMBINER PANEL BRAND, 2-POLE, 20A SCHEDULE 40,ADJUST FOR SITE CONDITIONS. 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- BKR-2 CIRCUIT BREAKER, INVERTER MATCH COMBINER PANEL BRAND, 2-POLE, 30A TION METHODS TO COMPLY WITH NEC AND LO- AC-DSC-1 AC DISCONNECT,,FUSED 250V,60A, NEMA-1,SERVICE RATED; FUSE RATING:50A CAL CODE REQUIREMENTS. - ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY AC CIRCUITS OP. CURRENT OP.VOLTAGE MAX.VOLTS - S.S.C. VOLTAGE MAX.AC MAX. DC TAG @STC @STC @ T-MIN @STC TAG POWER RANGE CURRENT CURRENT PV-SA-1A 5.98 A DC 315 V DC 510 V DC 6.46 A DC PV-SA-2A 5.85 A DC 315 V DC 510 V DC 6.46 A DC INV-1 3000 WATTS 211-264 VAC - 15 A AC 18 A DC PV-SA-2B 5.83 A DC 315 V DC 510 V DC 6.46 A DC INV-2 5000 WATTS 211-264 VAC 22 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Sandra Russo .-,- , ,,: ,_ .r E 7745 Oregon Road - `' Cutchogue, NY 11935 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: RUSSOS-3LD1 Revision: 1 Revised: 9/14/2015 . • .. L N ,P .ERR "e. .' .• • 'Imo/5 2,7 SO•LAR PA\ t, . . . 20% EFFICIENCY p,,,":7¢ Z. k I ' .---,:t7..‘ . SunPa,rrer[20panels are the highest • 4, efficiency panels on the market toaay" _ , ' € i r ' i - i r' SERIFS S pray cling eat ';.)()Wel' in she same -- - t,• - , - • : • amount of space .•� ..r_ -+—= m . .= MAXIMUM SYSTEM OUTPUT '. Comprehensive inverter compatibility ---- .-.... :_ • t- - ensures that cus:amer can pair'he ,rich rest- -. ,,��.,.;► �� .,,.� :tea efficiency panels with the Iughest-ef=,c'ency , war a inverters, maximizing system asps- � r REDUCED INSTALLATION COST More power pet panel means fewer panels ' I. . , per iris all.This saves both time and money RELIABLE AND ROBUST DESIGN SunPovver's unique Maxeor''''ceIl. THE WORLD'S STANDARD FOR SOLARI"' technology and advanced module SunPower"` F20 Solo; Panels Y'Oda s highest efficiency and design ensure industry-leading reliability provide per'otmance Powerea by SunPower Ailaxeo'i'`''cell technology, the F20 series provides panel conversion e'ficiencies of up to 20.1% The E20's low volloge emperalure coeffic,en-, anti-reflective glass and exceptional low-light performance attributes proviae ouistanaing energy delivery per peaK power watt SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20 .m . im „, r-= •-•••••,...., ....w, , '' r : y ._..._ 159 .._ _ > r - --- sa �€ t ., - a- 1 0% __.- ' 1 ., '' \ a k,,,,, ,” � . w o - a� t„% am» te . . . ... _ akel CELL FLM CJNVC^ITIONsl! rr” CELL SLRI'S Si>rtr.S Si R;t S TECHNOLOGY sunpowereorp.com Paterrer=aji bacm--on cid solar call, prov.dini the r•dustry's-IUhas- , e'fic-e',cv an rel ab l'-s a us • N P° W E R .0/327 SOLAR PANEL MODEL: SPR-327NE-WHT-D ELECTRICAL DATA . . I-V CURVE '-' m....-sd or Sienna.Test Cordrmvs 1319 irradiance ei 1000'WIn`-AAM,1 5.ono cell fempe,at°re 25'C _ 7 1CrC ' Peak Power(+5/-3%) Pmax 327 W u bv,r „< ✓ ' - 6 1000 w/m= Cell Efficiency n 22 5% 5 Panel Efficiency n 20.1 a Q ESG'.3b+PJm Rated Voltage Vmpp 54 7 V 4' 3 .d.a. - Rated Current Impp 5.98 A V 2 S:)0 Wirn, Open Circuit Voltage N./0c 64 9 V 1 200 w/m' Short Circuit Current 'Sc 6 46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 �_.._ -- ..-._ - Voltage M Temperature Coefficients Power(P) -0 38%/K Current/voltage the-actor shcs with dependence an irradiance and macule temperature Voltage(Voc) -176 6mV/K Current(IS) 3 5mA/K -TESTED OPERATING.CONDITIONS NOCT 45°C+/-2°C Temperature -40°F to+185°F(-40°C to+85°C) Series Fuse Rating 20 A GroundingPositive groundingnot required Max load 1 13 psf 550 kg/m2(5400 Pa),front(e.g snow) ' q w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)front and back ._�__-__. (e g wind) Solar Cells 96 SunPower MaxeonhM cells - -- --- _. -- Front Glass High-transmission tempered glass with Impact Resistance Hail (25 mm)at 51 mph(23 m/s) anti-reflective(AR)coating Junction Box IP-65 rated with 3 bypass diodes , Dimensions.32 x 155 x 128 mm WARRANTIES AND CERT IFICATIONS: Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weight 41 0 lbs(18.6 kg) Certifications Tested to UL 1703.Class C Fire Rating ' DIMENSIONS - ' 'Irl 3t 1— MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES ,,, ^177:2211;1 '61 (IN) 1230661261 10X 04 2[171 3 1'1'1 3-'1 1° 45^3^E C,' 1-, Inu• •�a*e•am•irm� & t iRi1iIJI • • ff )JI_ � � .i ENDS -- II •• ••• �••�i ! I ^-tt 1.' 12 I, 5.: •. ,, ,- Please Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 0 2011 SunPower Co'porahon SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks sun p o we r c o r p.c o m of San'-ower Corporation or the US and other countries es wet All R gh+s Reserved Specncahons included in this dalasheet ore subject to change wnhoLt n-bee Docunen'#001-65404 RevS/LTR_EN :3 11 316 SUNFRAME® = _• izti/r:.___.:.;:, mci. ,,L.7.ti':.':;:-,.'-.-2.:-::-.-5:- .*!: 1.**:?..:;:'- *t--.. ;:i. :::---:"...,1154.;--(47,4 0 A� n � , ,,.,.„,„„,,,,,—,,,,,,„,:.., ,,....„,--„,..--. 7' �Jam„r ��� .�•s+' � � � s r 'tea °"N' ,-..k � � .� may' � �' 11) rt ::::c4.1-4,1k;14,,,,..4, ."� ' s 3 t� ' _ ,as~ ,ra r,�' ' ,�,, 7 a {k ,.,:,, ,,;,:...,..,,•,,,„,,z, i rax * . 1_. ✓._..—v' a '+ s? 'z > h+ \ air°',: -: y »,3.•' ,�r*,:+"; "�'''..":74:41;7;`,.'.:`%,.::',4-:,,,(-/-';:- �: e A ' •''$;-.74*., Y �''J .5a. �.F � Lrr. :F � 4,1,,,,,,t1",:.d ::::''';•-'4' •`.• f "C -'''„,,,,,r7 .� a ---,• , , ra � ` "' obi , n , moi i::-+,5::,,,:s_---;,--:' 'r'-"dam. . �,3� /abG� •X. 3 h N „ ,,„*.. �..„,:"7.% ‘;'''''''' ' ",-------,,.41"--i`-;-7� ”, �. Hca '� 'ra�� �� �.a� , �� �C��iva • f ail 4a ,f..":' ,.., t '� ,., tij x y�m ' ,:. V ,,..„,,./,,,,,,.. at', '‘:?:"N\ g„ �4 4,,,`41\.!-"•.' a `` , ate.'" ate. / .e '"�.. �] rt if O Table of Contents i.Letter of Certification . 2 ii.Installer's Responsibilities 3 ^, Part I.Procedure to Determine the Total Design Wind Load 4 Part II.Procedure to Select Rail Span and Rail Type 11 Part III.Installing SunFrame 14 Pub 090409 lcc Apri12009 a° I JN C20098111 009 Uy Uniroc,Inc. Unuac welcomes input concerning the accuracy and user-friendliness of this publScauon,please ware ro publicarions@unirac.com. All ri�hcs reserved L :EU N 1 RAC Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low,clean lines that SunFrame system. become as natural a part of a home as a skylight.It delivers the This manual provides(1)supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs and parking roof structures, Universal PV Module Mounting system,and(2)planning and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics.Modules are flush mounted in low,gap-free rows, SunFrame products,when installed in accordance with this and visible components match clear or dark module frames. bulletin,will be structurally adequate and will meet the - - structural requirements of the IBC 2006,IBC 2003,ASCE 7- 02,ASCE 7-05 and California Building Code 2007(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 30). 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 - siructural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof,including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation.Parameters,such as snow loading,wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. Page 2 SunFrame Unirac Code-Compliant Installation Manual a Rr Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method-ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the s �Kxr7 Simplified Method,for calculating the Design Wind Load for Pnet(p f7= pner30 pressures on components and cladding-in this document. Pnet(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kzt=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom of the PV panels. I=Importance Factor This method is not approved for open structure calculations. pnet3o(psf)=net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30,1=1 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in the last 50 years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. • be installing. This is the smallest area tributary(contributing load)to a support or to a simple-span of rail.That area is the Step 1:Determine Basic Wind Speed,V(mph) Effective Wind Area. Determine the Basic Wind Speed,V(mph)by consulting your local building department or locating your installation on the maps in Figure 1,page 4. Page 3 1L Unirac Code-Compliant Installation Manual SunFrame ttel 4g4I1 rt tiiip 1 1 90(.401 �Aro t � r , ,0R .1,7 100(45) 85 mph +� r—illZ1-- .1 t p1�< "iii ` ,'x88m3 VI t ' i`{_ / � S .1•ir�wi;My •01,va � .. �f ( tj110(49) irlmt., ' 1 r��■7•iiiliiYitY� y�rk! ��' • '�r�k4 "` �"'k�'�ry��'�,'.1 -vale '•j 7uE�rr = �rrrr �� l main 1 1Tml.P' ti mio * '-120{54) a,n • II ■ r ,.9D mp soMaith �sgy;.,lor �x it »*�. 1 � -w, ail* ■- .�4o mr9)`vattrotiagtorhavAitgatiqtyiprarllr ►( �igili of rt i /f+��� 90 111 "a ats iti414 'p* y •/�aa1;r P ."1 * } �A� `#' ' a" 'rsui' .•k�ytl�i r"N+t�k+*^ ��9 iii J3'• A-". 4p MA) "" 7�'i':14 .sstrA„7 s.% . V .ANI . Tat C ) .r ■r r ♦r Oe t rye c► a :t ,�rMs R ■� �•,'��1-�r•'��!:.Jtt�r"'F-as .�y�►�+yf�t► ��e��r 1114:4114k 41'Ifir 41144144"4110Ili*illtatil , Rt Ill �CM*�"���?.:"al"��'*�it��,�+�`r'Ii�''�•�"iIM Gr,-. +la a1 a . i ! ^i r'fit-��"ti i +v t 1.'�5IO, .1:441:. y �rrr �r�1 Eli 1}�.r�+,•Mj�' * ter...$'�'".�ui�t�'�'`,ri 930(68) �`� iwrr�r �«!� �Cstt 1 r"Trie�r •T t�s �*r �:i 7��% ^�Imep �t14 r[1A ll i * rR�1"Otte�7 �3v^0►*�r*4 4�"I 940(63) t •! idinIl1�i . tope,"%. k]n1i Kkrr:iosa$9.t iti4r`.k•�Ft+, �I .� k�s ��/�g1.aiw M'id 47/ witipri. ii � 1Gi�c�,t`.7.eI"♦,i` y �,�'� Miles per hour a in a err rnd r .., toot*' �rlPti �/�1 R F` �At�t! ..,r7d r'y7�nr.,;z �i Aiu#sR 4..*I 1kiP r rikree tlitici"1740.1•;-n W (meters per second) � xita � t�i+ra. k:�7,�: ::::::'"j•. ���,��R���►.if�Q+/�i"rL'+ �jfryziii Ki`C►'cr�.�4�y.,�.s4�.��(t� ."�V4PANO l.wu +xlli ars -'::0 l�ti0 930(58) Figure 1.Basic Wind Speeds.Adapted and ���r�,�,sjr��r4l�� .,..�-: \�9�1j,�4 applicable to ASCE 7-05.Values are nominal° I vP�gir, ,1400) '1 6 940(63) , 1 140(6,3) :110design 3-second gust wind speeds at 33 feet I• ` 7) ',titIV. aboveground or Exposure Category C. '�lilatilE,. .1‘71111) 150(67) for g ►7 /1t l I twit d{i , 1,014 Special Wind Region t>f 00(40) 100(45) 130(58) 110(40)120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Setback Length,a(ft), according to the width and height of the building on which you are installing the pv system. Table I.Determine Roof/Wall Zone,length (a)according to building width and height a= I0 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4 5 6 7 8 8 8 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 ; 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 . 3 3 3 3 4 5 6 7 8 9 10 12,5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12 5 15 17.5 18 18 18 20 50 3 3 3 3 3 4 5 6 7 8 9 10, 12.5 15 17.5 20 20,. 20 ,20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p 41. Fag, 4 SunFrameUnirac Code-Compliant Installation Manual lra try-, ,, 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 ,,�' 40'Flat Roof `, Hip Roof(7° < 8 < 27°) ``�>",s _f„ -° 1 a h t •••. � ,- - a" h I ' �yQ' ''a rai ' ` '"a., >,a -,a ' fa ,. Gable Roof(8 <_ 7°) Gable Roof(7° < 8 <_ 45°), J" ` ff '' *`k ' , M :v ` t... „- "' 1 �.' ! a, , h i ,.t �a r ✓ ,- i �". Y 1=''','' / , r a 1 , ' ,s ‘*'' ' ..a tea' .a j ' -�-a ,f a� Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 Roofs-Zone 3 Source ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41 Step 4:Determine Net Design Wind Pressure,pnet30 Both downforce and uplift pressures must be considered (psf) in overall design. Refer to Section II,Step 1 for applying downforce and uplift pressures.Positive values are acting Using the Effective Wind nd rea(Step 2),Roof Zone Location toward the surface.Negative values are acting away from the (Step 3),and Basic Wind Speed(Step 1),look up the surface. appropriate Net Design Wind Pressure in Table 2,page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Page 5 515 .;,� `" U NI -, ,,, Unirac Code-Compliant Installation Manual SunFrame Table 2.pnet3o(psi) Roof and Wall Basic Wind Speed,V(mph) 90 100 110 120 130 140 ISO 170 Effective Wm!Area Zone (sfl Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 8,9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2. 6.9 -17.5 8.3 -21.2 " 9 9 -25.2 11.6 -29,6 13.4 -34.4 15.4 -39.4 19.8 -50.7 w 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 • I 100 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0. -37.0 16.7 -47.6 '0• 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 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 O 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 -0 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 114 -38.2 13.0 -43.9 16.7 -56.4 et• 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 ' 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19 8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 ' 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43,9 16.7 -56.4 1 10 8.4 -13.3 10 4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20 3 -32.3 23,3 -37.0 30.0 -47.6 1 20 7,7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 I 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 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 0.0 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 +0+ 2 50 6.7 -18.9 8.2 -23.3 10,0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 0 • 3 10 8.4 -34.3 10.4 -42.4 12.$ -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7,7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -1 14.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19,9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37,0 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 v I 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 • I 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 bo -°0 2 10 13.3 -17.0 16.5 -21.0 19,9 25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 ✓ 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 O 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 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 c 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 re 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0' -34.0 31.4 -39.4 36.0 -45,3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -195 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 34.4 -37.8 44.2 -48.6 • 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22,7 -25.2 263 -29.3 30.2 -33.6 38.8 -43.2 • 5 10 14.6 -19.5 18.0 -24.1 21.8 -29,1 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13,9 -18.2 17.2 -22.5 20.8 -27.2 24 7 -32.4 29.0 -38.0 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19,5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18,5 22.6 22.0 -26.9 25.9 -31.6 30.0 -367 34.4 -42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 Source ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p 42-43. Page 6 UN' „ SunFrame Unirac Code-Compliant Installation Manual i i Table 3.Pnet30(psf) Roof Overhang EffectiveBoon Wind Speed,V(mph) Wind Area Zone (sf) 90 100 110 120 130 140 150 170 (r, 2 10 -21.0 -25.9 -31.4 -37 3 -43,8 -50.8 -58.3 -74.9 w 2 20 -20.6 -25 5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 d 2 50 -20.1 -24.9 -30.1 -35.8 -42,0 -48.7 -55.9 -71.8 -0 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 n . 40 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 o 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 w O 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 o cg 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 ✓ 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96 9 i• 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 w 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 n 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 N O 3 10 -45.7 -56 4 -68.3 -81.2 -95.3 -1 10.6 -126.9 -163.0 n 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 w 0 33 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 tr 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110 I 0 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 bel- 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58 0 -66.5 -85.5 4 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 vin 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 +0+ 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59 8 -68.6 -88.1 r 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 0 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 ce 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p 44 Step 5:Determine the Topographic Factor,Kzt EXPOSURE C has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,Kzt,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE D has flat,unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone Topographic Factor. regions. This category includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Also see ASCE 7-05 pages 287 291 for further explanation and Determine the Exposure Category by using the following definitions for Exposure Categories. explanatory photographs,and confirm your selection with the local building authority. The ASCE/SEI 7-05*defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Paze 7 sPUNIRAL Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine adjustment factor for height and Table 4. Adjustment Factor (A)for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height,h - Exposure (ft),look up the adjustment factor for height and exposure in Mean roof Table 4. - height(ft) B C D 15 1.00 I.21 1.47 Step 8:Determine the Importance Factor,I 20 I.00 1.29 1.55 , 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 166 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,Pnet(psf) 60 ' 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by - the adjustment factor for height and exposure,A(Step 7),the Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.44. ' Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: Pnet(psf)=AKztI pnet3o pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet3o(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 Description ' Symbol Value Unrt Step Reference Building Height h ft, Building,Least Horizontal Dimension ft Roof Pitch degrees . Exposure Category6 Basic Wind Speed V mph I Figure I Effective Roof Area sf 2 Roof Zone Setback Length a ft 3 Table 1 Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet34 , - psf 4 Table 2,3 Topographic Factor Kzt x 5 Adjustment factor for height and exposure category A x 7 Table 4 Importance Factor I x - 8 ' Table 5 Total Design Wind Load pnet psf 9 Page 8 SunFrame Unirac Code Compliant Installation Manual I RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- wnh Basic Wind Speed,V= goon with Basic Wind Category Category Desicription Bwlding Type Examples 85-100 mph,and Alaska Speed,V>100mph • 1 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 listed in Occupancy Categories 1,111,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: shelters Designated emergency preparedness communication,and operation centers Power generating stations and other public utility facilities required in an emergency , Ancillary structures required for operation of Occupancy 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,ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 - Page 9 .23UNIRArUnirac Code-Compliant Installation Manual SunFrame Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series Step 1:Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load,P(psf)is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1(ASD Method equations 3,5,6 and 7)by adding the Snow are based on a simply supported beam conservatively,ignoring the reductions allowed for supports of continuous beams over Load",S(psf),Design Wind Load,peer(psf)from Part I,Step multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,pnet. See P(psf)=I.OD+1.OS1(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=I.OD+1.0p net(downforce case 2) 3.Please Note:The terms rail span and footing spacing P(psf)=1.0D+0.7551+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D+1.0pnet (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 psf,see your Unirac distributor,a local structural engineer or S=Snow Load(psf) contact Unirac. Pnet=Design Wind Load(psf) The following procedure will guide you in selecting a Unirac rail for a flush mount installation.It will also help determine The maximum Dead Load,D(psf),is 5 psf based on market the design loading imposed by the Unirac PV Mounting research and internal data. Assembly that the building structure must be capable of 'Snow Load Reduction-The snow load can be reduced according supporting. to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Figure 3.Rail span and footing spacing are interchangeable. Op FourB �. \ Pae ine Qe...se(' Note:Modules must be centered symmetrically on Page the rails(+/-2*),as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual ® �: , Table 7. ASCE 7 ASD Load Combinations Description Variable Downfarce Case I Downfarce Case 2 Downforce Case 3 Uplift units Dead Load D 1.0 x 1.0 x 1.0 x 04 x psf Snow Load S 1.0 x + 0.75 x + ' psf Design Wind Load Pnet I,0 x + 0.75 x + I.0 x - psf Total Design Load P psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Using the distributed load,w,from Part II,Step 2,look up the 1V(ply allowable spans,L,for SunFrame. Determine the Distributed Load,w(plf),by multiplying the module width,B(ft),by the Total Design Load,P(psf).Use the There are two tables,L-Foot SunFrame Series Rail Span Table maximum absolute value of the three downforce cases and the and Double L-Foot SunFrame Series Rail Span Table. The Uplift Case. We assume each module is supported by one rail. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to Part w=Distributed Load(pounds per linear foot,p1,f) III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Step 3:Determine Rail Span/L-Foot Spacing Table 8.L-Foot SunFrame Series Rail Span Span w=Distributed Load(plft (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 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 $F 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 11_ SF SF SF SF 11.5 SF SF SF 12 SF SF $F 125 SF SF 13 SF SF 13.5 SF 14, SF " Page 11 EPUN,RAC Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span Span w=Distributed Load(p19 (ftJ 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF Sf SF SF SF SF SF SF SF SF Si 2 5 SF 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 Si 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 SF SF SF SF 4 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 5 SF SF SF SF SF SF SF SF SF SF S 5 SF SF SF SF SF SF SF SF SF 6 SF $F SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF 7 SF SF SF SF SF SF 75 SF SF SF SF SF SF a SF SF SF SF SF 85 SF SF SF SF SF 9 SF SF SF SF _ 9.5 SF SF SF SF 10 SF SF SF 10 5 SF SF SF 11 SF SF SF 1 1 5 SF SF 12 SF SF 12 5 SF 13 SF 135 SF 14 Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It is the installer's responsibility to verify that the building„ multiplying the Total Design Load,P(psf)(Step 1)by the Rail structure is strong enough to support the point load Span,L(ft)(Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R abs)=PLB R=Point Load abs) P=Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Page 12 SunFrame Unirac Code-Compliant Installation Manual IF U Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R 'lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table I I.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 5 Force,R(lbs),requirements. Specific /6" shaft* gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir,South 0.46 235 enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0.46 235 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 Thread Southern Pine 0.55 307 depth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:Amencan Wood Council,NDS 2005,Table 112A,11.3.2A Notes.(I)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities If necessary,contact a local engineer to specify lag bolt size with regard to shear forces (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 103.1 in the American Wood Council NDS for Wood Construction P,g, *Use flat washers with lag screws. 13 SPUNHIAC Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components 0 �® Figure 4.SurtFrame components. a 6 0 ♦ ® 'amu , ,..I Lt- , 0 ,, utip 9 lig ''''"---- --,t°7- --.----> _, __. - e 0 Figure 5.SunFrame threaded slot rail, cross section,actual size. Page 14 au a ` SunFrame Unirac Code-Compliant Installation Manual ®a U iNi 1 °,..e 0 Rail—Supports PV modules.Use one per row of modules el L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminumtwo-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ules between rails.Includes 3/8"x 11/a" bolt with flange ©Cap strip—Secures PV modules to rails and neatly nut for attaching L-foot or standoff shaft,and two S/w" frames top of array.Lengths equals rail lengths.Cap strips x 21/2"lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105-T5 aluminum extrusion,anodized(clear or dark bronze)to match PV ®Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for example).Use one per L-foot. Two-piece(pictured): 0 Cap strip screw(1/4-20 x 1,Type F thread cutting)—Use 6105-T5 aluminum extrusion.Includes 3/8'x Sia"serrated to secure each cap strip(and PV modules)to rail,one per flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an additional end screw wherever a two 5/i6"x 3' ' lag bolts.One-piece:Service'Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/8"x 11/a" any cap strip segment.188 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for 0 Rail splice—Joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansion joint.8 inches long,predrilled.6105-T5 aluminum extrusion,an- - odized(clear or dark bronze)to match PV module frame. Installer supplied materials: ©Self-drilling screw(No.10 x 3/a")—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out 0 End caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with 0 Truss-head sheet metal screw(No.8 x 5/8")—Use 2 per L-foot adjusting sliders and standoffs. end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. 0 L-foot—Use to secure rails either through roofing mate- rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently Use no less than one L-foot per 4 feet of rail.6105-T5 Asked Questions..."(p.16). aluminum extrusion,anodized(clear or dark bronze)to match PV module frame. 0 L-foot bolt(3/s"x 11/a')—Use one per L-foot to secure , rail to L-foot.304 stainless steel. 0 Flange nut(3/8")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. 1 AStainless steel hardware can seize up,a process called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably an anti-seize lubricant,available at auto parts [.. stores;(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. I Page 15 �� _ s Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. Footings must be lagged into structural members.Never attach them to the decking alone,which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 32 feet,contact Unirac concerning thermal expansion issues. Sample layout,illustrated in Figure 4 11/2"at each end of array A Assumptions:12 modules(60"x 36"), eI arranged in 3 rows of 4 modules [ Roof Array width =144`(36"module width x 4 modules per row) peak Array length=180"(60"module length x 3 rows) +3'(11/2"end rail width x 2 rails) %-space between module rows +Pk"(3/4"between-module rail width x 2 rails) m =184W t .. 1.Laying out the installation area Array t . length Module Rails Always install SunFrame rails perpendicular to rafters.(These length(see instructions assume typical rafters that run from the gutter ,f4" caption) to the peak of the roof.If this is not the case,contact Unirac.) " Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of -= 1 horizontal. . ,,, i Leave adequate room to move safely around the array during - ' ---o- Mwidth "'1"— installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the I'/z" rails on one side.Using the number of rows and the number ,__- of modules per row in your installation,determine the size of 'r your array area following Figure 6. 1.1 t Array widthol (module width times modules per row) Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. Others are assembled with pan-head screws.All such features must be included in module length. Page 16 SunFrame Unirac Code-Compliant Installation Manual Ifs RAt 2.Installing the lowest row of L-feet and rail , f /�� In the lowest row,it is not necessary to use L-foot adjusting +Qi' fit sliders,even if you plan to use them in subsequent rows.Install ,4 ' ,d' `, L-feet directly onto low profile roofing material such as asphalt ,f�,'�' �' ,riif shingles or sheet metal.(For high profile roofs,such as tile „cif +i' ,/, or shake,use optional standoffs with flashing to raise L-feet. ,',;7' ,gf' ,i/;' I L-feet must be flush with or above the highest point of the roof +s of ,i` . ,,;i` ,' surface.) + ' +a;'' ,�i+ �,�i. L-feet can be placed with the double-slotted side against the /,;; , 7 vii' / roof surface(as in Fig.7)or with the single-slotted side against ` ,yii' �1" the roof(which increases air circulation beneath modules). s. �4', Module-to-roof dimensions are listed on page 15 for both ar- '.` ,iii` rangements. ;/off' + L feet / If you are using L-foot adjusting sliders,you must use Athe short side of the the L-foot against the roof in the Lag ue./ / // first row.See Figure 9 below. screw ' / If you are using both L-foot adjusting sliders and standoffs, Always lag into slot / nearest the bend see the upper box on page 11. �-�y' f in the L foot Install the first row of L-feet at the lower edge of the instal- 2%" " lawn area(Fig.8).Ensure feet are aligned by using a chalk f / / line.(A SunFrame rail can also be used as a straight edge.) / Lower edge of Position the L-feet with respect to the lower edge of the roof as installation area Illustrated in Figures 7 and 8. Figure Z Placement offirst 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 _ Roofeak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. P 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). ex's.: L.\ • Cut the rails to your ' ;., ` Utility slot.for No. 10 screw • array width,being sure • to keep rail slots free "" ff ` t J t of roofing grit or other ' Utility slot for 1/a" s L , debris.If your instal- hexhead.bolt Slot for /e" `i ,. lation requires splices, Figure 8.L-Foot I footing boltI - i' orientation. L .,`y-, _:.,A. assemble them prior to ''1_,,.. `, ,' attaching L-feet(see"Footing and splicing require- t / )-s„',,,,,,-,,, ;r' , meats,"p.11,and"Material planning for rails and ' —_ . , I cap strips,"p.13).Slide the 3's-inch mounting .-' `-1 bolts into the footingslots. Ifmore than one splice �,n ,,. ,,+' ,= ,, is used on a rail,slide L-foot bolt(s)into the footing .- , slot(s)of the interior rail segment(s)before splicing. Loosely attach the rails to the L-feet with the 19'`,%- At * " _ flange nuts.Ensure that rails are oriented with / respect to the L-feet as shown in Figure 9.Align the '", �" g L,,-.. ., "4 I ' -. ends of the rail to the edge of the installation area. ' r V Ensure that the rail is straight and parallel to the `'. ''''N,,J :;r ..2.2.--" edge of the roof.Then tighten the lag screws. f�;;,, a Roof peak 0,,..-,,,, e ' Figure 9.L-foot orientation in conjunction with L foot adjusting sliders.The sliders include two w utility slots to secure module wiring,combiner boxes,and other system components. Peg, 17 a� RAC Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/s-inch hex- sliders,although flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no standoffs. oi4 (t�4 ‘ x r 4—U 0 \ \ k \ 1 1, \ \‘..,,, 1 # . ... iii tt. . ` � .r ..+.- f.-.,.--+ '\ " 1 ,mss--' „.ter--"^^".". � „_ "..�^.'"' With standoffs of equal length,orient L-foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L-feet in the same orientation—either both long side up or both short side up. r—B ►I< A )1 L-foot ''157"14 _ P—,i e.t• 3 This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet,thermal expansion joints 6. Interior rail sections supported by only one L-foot must may be necessary.Please contact Unirac. be adjacent,on at least one side,to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) is determined by wind loading(see pp.5-8,especially 7. Rail sections longer than half the footing spacing re- step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of Rafters the maximum footing spacing(A).For example,if Span A is 32 inches,Overhang B should not exceed 16 inches. �—Stringer r _ 11. r° 4"--' Rail Modules should always be fully supported by rails.In other words,modules ": ,,e should never overhangrails.This is especially critical when supporting the x ° P Y PP g "�a s;-.�.., short side of a non-rectangular module.When a rail supports a pair of non- y' ;, 'tl'4 'is z , >,14.. rectangular modules bythemselves(right),it must be supported byat least -',.4.:4?, " ' 'A;�.�-' gu g PP _ g;.. two L-feet.The rail should be at least 14 and no more than 24 inches long, --, .r �;,•, which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 tt . 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 ��• `; ':- g"t, , lower bolt hole centers of each row of L-feet.Install the second ����,` " `�� '" \` , Module length+3/<"" ` ��•� row of L-feet in the same manner and orientation as the first `=,:� , / ' ,`,, (hole to hole) _ row,but leave the lag screws a half turn loose.Be aware of the .s-, set-uptime of your sealant;the L-feet will not be fully tight- `�, ; �`' •' , �l - � ened until Step.4. ''' ,,, ,<; ''-„ / ''•f With L-foot adjusting sliders:Use a chalk line to mark the �`' ,' `� " %� position of the slider center holes of the next row.The illustra- , •<, / P ,,,,' non below provides spacing guidelines.The length of the - F module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L-foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 4(p.9). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. Roof peak ________--)P- ` A=module length A , r ,"rt Align slider ,-; r,.- A center hole ..„--2-,::,.;;;;;; --7,--:,:—j to chalk line t, k µms.-_"_� =3 Lowest row of L-feet fy�Align slider ;..< i f (no footing sliders) A-3 1/4" center hole u '3'i `" to chalk line A+3/4" A+1 3/16. A+2 1/4 Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L-feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail Snug in the same manner and orientation as the first rail.After rail .°M ? I alignment,tighten the rail mounting bolts to between 30 and ,,„,•-,—:1°°`«;Y;",°" _ "Modlsaa 35 foot-pounds. s;,. Lay one module in place at one end of the rails,and snug "_- :s° :. the upper rail(Fig.12)toward the lower rail,leaving no gap V between the ends of the modules and either rail.(If pan-headr r . :..-.. ' screw heads represent the true end of the modules,be sure ... the screw heads touch the rails on both ends.)Tighten the lag , a>'t�`° Lag screw"k iliN scream - (half turn loose): screw on that end°Slide the module down the rails,snugging r.°, ,,,,,_°';'",7'.';;,„:,,°„,w , , , ,,;,a4 the rails and tightening the remaining lag screws as you go. {tight} r With L-foot adjusting sliders:Install rails on first and second " " ""i rows of L-feet.Verify spacing by placing a module onto the Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. 5.Installing remaining L-feet and rails • All rails are fitted and aligned. • All Install the L-feet and the rails for the remaining rows,follow footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: • cured)in the highest row. Page 19 Ni U N1RAC Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap of every rail segment.Wherever there is no strip segment that crosses the array center line,and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced • segment,drill a 1/4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw.(In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing good planning can also achieve both material conservation and splicing requirements"(p.11).In this example, A and superior aesthetics.This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p. 11).Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line I i I i i E Trim line(array edge) I I Trim line(array edge;-- - 11 YY • • •V112"• til • • • ill I • • I X 96" • f I • 1st cap strip fY 7 I C 83" i ' E 122" 4th rail 1I � I I 1 I I • • •W 112" ; ; X 96" • • • 1 eF • 2nd cap strip 11 1 f B 83" i I D 122" 3rd rail 1 11 Ii , t ; 1 • ; • • •V 80" • • I • • -,:\,.;. :• Y 128" • • • • 1 • 3rd cap strip Y e , A 96" ; ..p C 109" 1 2nd rail I 1L' I I 1 • • •W 80" • • I . , ✓` ' `°''.1. . Z 128" • • • ( • 4th cap strip H ,i • ' e'' , ems" ll II ;; Se,.''� i ii II 1st rail t Y A 96" f l t,p�" e l e B 109" o f II II II Usable remainder:D,70";E,70";Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual li j: J 1, .„0,-. ',,: 6.Securing the first module ___._ " .__._ "_ _ _ V Y o Gather sufficient lengths of cap strip Cap strip screws to cover the length of the first rail For , maximum visual appeal and material -= conservation see"Material planning for i �" ' s--m'''i,T mit 'f, _ rails and capstrips"(p.13). '" ,_�. `1/3m odul e Overhang: P ` ,,,,. '''4e•. _M,,--" 1/3 module width c Slide the first module into final position •-5' qe '`" - - } atone end of the array.Lay the remaining i- �---„,-7---- .,‘,--..--- -,,7-,'''''- t modules in the top row,leaving a gap L..-7-7-7'7,c,_7-:::'>' --"- about a foot wide between the first and 1..,.---J----c_.------ - \.--- "' '" - second modules(Fig.13). ----` -�'" T ''' The temporary gap allows the installer to - ,\...-----\, �' , -'° place one of his feet between modules.He _� w , '\� " can access the section of the cap strip he "" .2,,,T' ti .k .�;" ...„. needs to secure while leaning toward the3'''.',-;.`4, "' T ' %...,,,----- ....-- \ _---• '"�'• �_� peak of the roof.For the time being,the s :4; -`-'\ .--.--i' ---`�( 1) -A -- last module mayoverhangthe rail byup '; � "' Do not install second _.� to one third its width. ‘41't _ F -m ,.cap strip until lower p \----�" - '"" modules are placed Attach the end of the cap strip with _- Aping gapc-- ._. " M-._� """ �_ ____3.----a_ , the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. AThe structural integrity of your array requires that cap _ ` 1 _.- „ _. - �< strip screws fully engage the threaded rail.Use the cap -- - strip screws supplied with your cap strips.Any substitute y -,-. �=- ,,, screws must be 1/4-20 Type F thread cutting(18-8 stainless "2•Install screws steel)and the correct length.See Table 4(pg. 15)to match _ screw length to the size cap strip in your installation. y \ - ''', ,-. . ---c----,J 1 • I Every cap strip segment must have a cap strip screw 41.4„ ------... ----c--- ` , ' inches or less from each end.If the nearest predrilled � "" ~ , '� ,_--s. , , ...3- Steppin' gg_ap --' -:: hole falls more than 4 inches from any end,drill a - _ 1/4-inch hole 2 inches from the end and install an additional ill`� w ;,.a=screw. Figure 14.Position and secuules on,::,12 -3:: by one. AWherever it is necessary to make a new cap strip hole, . .__ _ drill a 1/4-inch hole before installing the cap strip screw. - " 7.Installing the remaining modules in the top row j ,, . x, - ,... Slide the next module into final position and install the screws .,-- � W' • '--- 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 i t ` Slide and s� 1/4-inch hole in the rail and pushing the end of the tie into the one by tore hole. ,-t" " & -r 5 �' -- Secured ? Continue the process until all modules in the top row are in ,,,.�.�-, 1st mod = ;._. ''s ,----C , final place and secured from the top.When complete,every - g ap . _` P �s� ��=-�wy'�' -Steppinggap-�fi" prepunched hole in the cap strip will be secured by a screw, ---''- q . „_r_. � ;" -- .N,,-w, �,,;-\.--- ., F,,. .._."-i-..„---" - and the top end of the first row of modules will be secure. Figure 15.As modules slide intolace the stepping pping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows(Fig.15).Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail,securing the bottom of the lowest module row. Page 21 ®i UN1 RAC' Unirac Code-Compliant Installation Manual SunFrame h--- .- 9.Installing the end caps " � Attach the end caps to the ends of the rails by securing with I ~' the truss head sheet metal screws provided(Fig.16). ami y -": , CO- ; Y t1 OQ Ma, p�y�„ { W Figure 16.End cap installation. Table 4:PV module,cap strip,and cap strip screw compatibility To ensure code compliance and a structurally sound array,cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation.All cap strip screws must be%4-20 Type F thread cutting(18-8 stainless steel). Module thickness or type Cop strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 '11-1P C %4" 1.50-1.57 38-40 D 3/4" 1.77-1 85 45-47 F 1%4" 1.93-2.01 49-51 E 1%4" e..:%.141-:.-"---r Sharp lipped modules G I" Sanyo lipped modules H 3/4" Page 22 SunFrame Unirac Code-Compliant Installation Manual ®a��UNiR Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-51 clamps The answer depends on the orientation of your L-feet and with the 3'8 inch stainless steel bolt provided with the S-5! the length of your standoffs,if used.See the illustration ap See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5!clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. _. Frame.Unirac offers an Oatey®"No-Calk"flashings for its steel standoffs and Oatey®or Unirac flashings for its illI ! Module thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak ,( - 1 vanes Price List. I How do I attach SunFrame to a standing-seam metal 21/4"+I/8" i: i roof? 7/8"+1/8" 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 i roofs.It is an elegant solution that eliminates flashings and '11111� Module ��( thickness penetrations altogether. t' i varies Module 21/4"±1/8" ill 1��,1: ; thickness vanes I, lin7/8"±1/8" ....: r 1- r,f IIA Standoff height 31/8"+t/8" . , (3",4",6",or 7., I all±1/s") 13/4"y±1/8" —7! 11.IMIR11t�11�1.�1 Page 23 ®. 1 Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc..warrants to the original purchaser the practices specified by AAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or liability with respect to this limited Warranty. This Warranty shall beVOID if installation of chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlierwith Unirac's written installation instructions, for special,indirect or consequential damages of I)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of or reworked in a manner not previously the Product the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. SEW11111aa Pnge M ff 24 '''•.t EN,:`w ;lim',),i t' ,..'k„10:i Cit ': i °wC% !'f 4.)€ ,,,- £' ,', F eu,,vv i.f ,L,`, .)eaF !-SMA:' .. ' ..4 «IGvi(li,f'i _."��F-,- � ltdk"° , ) a ()�:. l ,."% e� / pi��'„ CLL-1J r„`i -,, • I I ,.Vin :, °. p:'" <J r.,i '''''''r --,-v— -- ° ', qfr *a �i ` `< _ THE WORLD'S ONLY ' SECURE POWER SUPPLY , , 1 t t i .. i i * .i L R • " w xi c, ` - _t m a ,»1 .,e «g.• e " "yet a `°gdtt-:A' ;gpv.ia.e ..�?T'€ v.S G�^.e 6k(a`3at + , , ° °: intet;4aw)I . \N Certified , Innovative ; Powerful 1 Flexible •UL 1741 and 1699B compliant •Secure Power Supply provides •97,6%maximum efficiency ! •Two MPP trackers provide •Integrated AFCI meets the require- daytime power during grid outages •Wide input voltage range numerous design options meets of NEC 2011 690 11 •Shade management with OptiTrac ' •Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL—US / 3800TL—US /4000TL-US / 5000TL—US / 600011—US / 700011—US / 770011—US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-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 OpttTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power �P0 4,1N The e<p., 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 SM 94,0,,,,,009 i _ ..... _. ..._ ' - , Sunny Boy 3000TL-US Sunny Boy 3800TL-US • Sunny Boy 400011-U5,, Technical data . . V AC , 240 V AC , 266... 208 V AC : 240 V AC 208 V AC r 240 V AC Input(DC) . _ .. ... ... „ — ,... ,. ._ .. .„ .. Max usable DC power(@ cos ip-1) 3200 W 4200 W 4200W ,. Max.DC voltage 600 V 600 V 600 V ._ „., _ .... . Rated MPPT voltage range i - , 175-480 V . 175-480 V 175-480V .. . _ ._ ,.- .. —., _ .. ' MPPT operating voltage range _ 125-500V : 125-500 V . 125-spoy .._ ..-. _ • Min DC voltage/start voltage'' /__ 125-V/150 V ' , 125V/150V 125V/150V ' / Max.operating input current/p_er MPP_tracker-- --- ___ --- -. 18 A/15 A / __ 24A%15 A ' 24,A/15 A . Number of MPP trackers/strings per MPP tracker ' ,. 2/2 Output(AC) .. „ _ . .............„ • . . ..„ , . . _ __ . AC nominal power ' 3000W 3330 W , 3840W 4000 W ' _ , Max.ACapparent power 3000 VA 3330 VA / 3840 VA 1 4000 VA ... ...,/ , Nominal AC voltage/adjustable ' 208„Y/• , 240 V/• ; 208 V/• 240 V/i - 238 V/e ' 240,y/• -' At voltage range _ 183 229Y l 211-264v- ' 183-229V li 211 -264 V , 183-229V 211 -264V .„ . AC grid frequency,range " 60 Hz/59.3-60.5 Hz 60 Hz/59 3-60 5 Hz 3 ' 60 Hz/59 3-60.5 Hz Max.output current 15 A —, , 16 A 20 A Power factor(cos ip)--,, 1 1 1 „_ . _ _ . -- .. . . . ...._ -. . . Output phases/line connections " 1/2, 1/2 ' 1/2 - - Harmonics ' <4% <4% , ._ . Efficiency , , Max.efficiency „. ,. ..,_=. __ ;' 971% _ 97.6% 972% _ , 97.5% ' 97 2% _ ' 97.5%, --. , , CEC efficiency _ . , . , 96.5% 965%, , 96,5% , 970% , 96.5% 97.0% Protection devices DC disconnection device • . -. — . ;., DC reverse-polarity protection _ • . ' _ _, „ -. ._ . dreund fceltmonitorin4/Grid monitoring ,. •/• , ,AC short_circuttprotechon, „ _ ' , „ „.„ , . _,. . _,..,•__ __ ' All-pole sensitive residual current monitoring unit - ' • , Arc fault circuit interrupter(AFC1),compliant to UL 16998 I ....• • . . .--r, - , Pratection class/overvoltage category ,, I/11, .„ . . General data . .. _ _ .... ... . . _ . ,- Dimensions(W/H/D)irra m(M) -- - „, _ 490/519/185 (19.3/20.5/7 3) . . .. DC Disconnect dimensions(W/Hi b)in mm(in) - _ 187/297/190 (7.4/11,7 j 725) . Packing dimensions(W/-1/D)in mrn(in) .. 617/597/266 (243/285/105) . . „ . . DC Disconnect packing dimensions(W/H/P 1 in mm(in) --'370,/240/289,(146/9.4/11p) ' Weight/DC Disconnect weight , - 24 kg (53 Ib)/35 kg,(8,1b) -.-. .. . .„ ,_ Packing weight/DC Disconnect packing weight _ ,, . 27 kg (60,1b)/3 5_kg (8(Bib) - .._ Operating temperature range , .. . - -40'C. +60°C (-AO'F +140'F) , Noise emission(typical) 5 25 dB(A) <25 c38(A) . <25 d8 _ . ,_ (A). -. Internal consumption at night , <1W ' , , ,<I W <1 W Topology . .. .. ..., .. . ' Tronsformerless , Transformerles,s Transformerless . - _ .. _ Cooling , Convection Convection Convection _ ,_ . , Electronics protect „ -ion rating NEMA 3R NEMA 3R . NEMA 3R . Features Secure Power Supply * * _ * . ,- Display:graphic .__ - • _ • - , _ • . Interfaces RS485/Speedwire/Webcon _ nect 0/0 - _ 0/0 0/0 . . ..„ ... Warranty:10/15_/20 years ' ... I ... •/p/o, _ _ e/o/o ' o/o/o . Certificates and permits(moavailable on request) IA 1741,cll.1998',.UL 16998,IEEE1547,-FCC Part 15(Class m _ A&B),CAN/CSA C22.2 107 1-1 . ./- . _ _ NOTE:US inverters ship with gray lids . _, , Type designation SB 3000'44.1S-22 , _ SB 3800TL-65/22 - ' '' SB 4000111,13-22 ... .... ....-cy Efficiency curve SUNNY BOY 5000T1-US-22 240Vac, ; Accessories ._. ... ,:‘1;2!: Speadvara/Webcannect , R5485 t”terfaLe 96 . ,''...-.............j.....,-.................................,.........j.. . . tnteriace SWDM•US.10 $0, 0448KB-11S-10 . ) \ I — ' , Fan Itt far SB 3000/3800/ 1 El „....-0/ FANKIT02•10 a(V,-175 V)) 984000/500011•US•22 '''' - - i 88 : - -- • , , \ ./I— Be(V,-400 V)r 75 .180 86 ., - 02[,.., Eta(V,.=480 V)I, V„„(V: I — OO 0 4 0 6 0 8 1 0 •Standard feature 0 Optional feature —Not available Output power/Rated power Data at nominal conditions Sunny Boy 5000TL-US Sunny Boy 6000TL-US Sunny Boy 70007L-US Sunny Boy 7700TL-US ' 208 VAC 240 VAC 208 V AC 240 V AC 208 V AC 240 V AC 208 VAC 240 V AC 5300 W 6300 W 7300 W 8000 W 600 V 600 V . _ 600 V 600 V 175-480V 210-480V . 245-480V 270-480V 125-500 V 125-500 V 125-500 V , 125-500 V - 125 V/150V 125 V/150 V — 125V/150V 125V/150V 30A/15 A 30A/15A ' 30 A/_18 A 30A/18A_ _ . .. -2/2 4550 W 5000 W 5200 W ' 6000 W , 6000 W 7000 W 6650 W 7680 W 4550 VA 5000 VA 5200 VA 6000 VA - 6000 VA 1 7000 VA 6650 VA 7686 VA 208V/• ' 240V/. 208V/* 240V/• , 208V/• , 240V/. 208 V/• 240V/o . . . 183-229 V , 211 -264 V 183-229 V ` 711 -264 V , 183-229 V 211 -264 V 183-229 V 211 -264 V 60 Hz/59 3-60 5 Hz 60 Hz/59.3-60 5 Hz 60 Hz/59,3:66.5 Hz 60 Hz/59 3-60 5 Hz -. . 22A 25 A 29.2 A 32A _ . 1 -1 _ .- 1 _ 1 _ 1/2 . ,1/2 1/2 _ „ _ 3/2 - _ _,.. 97.2% 976% 970% _ 974% 968% 96,8% _ 968% 97.3% 96.5% 97.0% 96.5% 97.0% 965% ., 965% 965% . . . . I. . . . . . . . . . . ' • , •/0 • , . . ... .. . .. . . . is • lily • . __ , _ . 490/ 19/185 (19.3/705/73) . . 187/201 190 ( .4/11.7/7,5) - „ ' 617/597/266 (24.3/235/105) . . . ”3-70/240/780 (14.6/9.4/11.0) - - 24 kg (53 Ibi/3 g (8 Ib) _ - 27 kg (60 lb)/3.5 kg (8 lb) . . . -40°C, 1-60°C (-40°F F. +140°F) . - , <29 dB)A) „ , _ <29 dB(A) _ ' <79 dB(A) <29 dB(A) ' ,_„- ,. , , <1 W , <1 W <1 W <1 W' _ Transformerless _ _ Transformerleis Transformerless ' Transfarmerless ..-- Convection Fan Fan _ Fan _ , ,,__ NEMA 3R _ NEMA 3R NEMA 3R - -NEMA 3R _. . . . • ..• . ... .. - • • • 0 . 0 • _ . _ - - 0/0 Q/0 ,, 0/0 _ , . 0/0 . 0/0/0 o/o/o _ _ , o/o/o _ •/°/o , . . UL 1741,pi.1998,UL 16998,IEEE1547,FCC Part 15(Class A&BLCAN/CSA C22:2 107.1-1 . , _ L... . " . SB 50001L-US-22 , - ,, all 69D0W-22__ _:,, S7000IL-LIS-22 _ -- _ SB 7.70071-U5-22 - - 1- ref _ —._.._._.. .,-, ,- x , �. `... ., „..,,, „sp..„..„ ysa.. . ,. .„, .,..:.,, . 4 ' e'1,4,1.0 y Y More efficient Shade management Easier ,1: 1 ' ht4.\°' S %f 4 5 r ^ a � f r....,...x.A7t8. , " tl?. Com, ,,..i.�+-h � c,. .., 'k3k .3 � �t r , < , A -- _ .. - .. Secure Power Supply Brood temperature range Flexible communications A NEW GENERATION OF INNOVATION THE SUNNY BOY TL-US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY Transformerless design in all types of climates and for longer periods of Leading monitoring time than with most traditional string inverters. and control solutions The Sunny Boy 3000TL-US / 3800TL-US _ / 4000TL-US / 5000TL-US / 6000TL-US / Secure Power Supply The new TL-US residential line features.more .' 7000TL-US/770011-US are transformerless than high performance and a large graphic °; inverters, which means owners and installers One of many unique features of the TL-US display. The monitoring and control options f benefit from high efficiency and lower weight. residential series is its innovative Secure provide users with an outstanding degree of A wide input voltage range also means the Power Supply. With most grid-tied inverters, flexibility. Multiple communication options f inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable inverter -?2.;.6- under .under a number of conditions. powered home. SMA's solution provides and one that can be monitored on Sunny . daytime energy to a dedicated power outlet Portal from anywhere on the planet via an a Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection Whether communicating i 4 been shown to be among the safest string homeowners with access to power as long as through RS485, or SMA's new plug-and-play inverters on the market.An industry first,the TL- the sun shines. WebConnect, installers can find an optimal 4' US series has been tested to UL 1741 and UL solution to their monitoring needs. 1699B and is in compliance with the arc fault Simple installation requirements of NEC 2011. Wide Power Class Range N As a transformerless inverter, the TL-US Increased energy production residential series is lighter in weight than Whether you're looking for a model to a_-_.: y its transformer-based counterparts, making maximize a 100 A service panel or trying v , OptilracTM Global Peak, SMA's shade- it easier to lift and transport. A new wall to meet the needs of a larger residential PV tolerant MPP tracking algorithm, quickly mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure adjusts to changes in solar irradiation,which makes hanging the inverter quick and easy A Power Supply has you covered. Its wide ti mitigates the effects of shade and results in simplified DC wiring concept allows the DC range of power classes—from 3 to 7.7 kW— `= higher total power output And,with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any is trackers, the TL-US series can ably handle saving labor and materials, residential application.The TL-US series is not l'„3.1-. complex roofs with multiple orientations or only the smartest inverter on the planet,it's also .1`' string lengths. The 3800TL-US and 7700TL-US models allow the most flexible. E installers to maximize system size and energy ' An extended operating temperature range of production for customers with 100 A and 200 -40°F to+140°F ensures power is produced A service panels. r Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC