Loading...
HomeMy WebLinkAbout40283-z lAt:-N., .' S- Town of Southold 3/23/2016 „CIy P.O.Box 1179 ` v' 53095 Main Rd �'4* 0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38166 Date: 3/23/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 360 Wiggins Ln Greenport SCTM#: 473889 Sec/Block/Lot: 35.-4-28.33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2015 pursuant to which Building Permit No. 40283 dated 11/19/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Blue Moon Partners LLC of the aforesaid building. • SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40283 1/20/2016 PLUMBERS CERTIFICATION DATED ''=V3Ppc,- — Authorized Signature 4go ourcD TOWN OF SOUTHOLD BUILDING DEPARTMENT +o TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY °.t lig Via, 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#: 40283 Date: 11/19/2015 Permission is hereby granted to: Blue Moon Partners LLC 1 Capi Ln Port Washington, NY 11050 To: install roof mounted solar panels as applied for. At premises located at: 360 Wiggins Ln Greenport SCTM # 473889 Sec/Block/Lot# 35.-4-28.33 Pursuant to application dated 11/16/2015 and approved by the Building Inspector, To expire on 5/20/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 1/ ////b20/5— New Construction: Old or Pre-existing Building: x (check one) Location of Property: 360 Wiggins Lane Greenport House No. Street Hamlet Owner or Owners of Property: Blue Moon Partners LLC Suffolk County Tax Map No 1000, Section 35 Block 4 Lot 28.33 Subdivision Filed Map. Lot: Permit No. 40a K7-) Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 50.00 pplicant Signature Town Hall Annex �� ~® `` l® : Telephone(631)765-1802 54375 Main Road i * * ; Fax(631)765-9502 P.O.Box 1179 ; �•�/ roger.richertCa�town.southold.ny.us Southold,NY 11971-0959 i �yCOUNTI,�,,•�� --.,' -,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Blue Moon Partners LLC Address: 360 Wiggins Lane City: Greenport St: New York Zip: 11944 Building Permit#: 40283 Section: 35 Block: 4 Lot. 28.33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43958-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub o 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 NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 16.350 KW Roof Mounted Photovoltaic System to Include- 50 Sun Power E20-327 Panels,1-SB 6000,and 1-SB 5000 Inverters Notes: . 07Inspector Signature: - Date: January 20, 2016 Electrical 81 Compliance Form.xls Pacifico Engineering PC — P' C Engineering Consulting 700 Lakeland Ave, Suite 2B _ Ph: 631-988-0000 Bohemia, NY 11716 —Eci _ P Fax: 631-382-8236 www.pacificoengineering.com ! C I � G c solar@pacificoengineering.com February 26, 2016 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Randy Fairhurst Section: 35 360 Wiggins Lane Block: 4 Greenport, NY 11944 Lot: 28.33 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 SOF NEWy coP�QN PAC/A. "p• ii:1014wrlosifit-'-'y'l ECEIVE D °O 066161 kid IIARoPES51O MAR 2 2 2016 Ralph Pacifico, ' . -ssional Engineer NY 066182/NJ 24GE04744306 BOLDING DEPT. TOWN OF SOUTHOLD - ,`off, �lyot,` ,f ,,,,,,,, TOWN OF SOUTHOLD-BUILDING- DEPT. 765-1802 I N-SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ,] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: --(;;;.(14--C 1,/ 1/DATE 6 ,INSPECTOR = FIELD)SPECXQN;REPORTS DATEtiws. _ CO1 V S J ,'rcaf��.�.+—Y.tl1* .•'l `tiii,l- .. ` p... - ,.... t a -. .. t d 01 1 IV F Q um 01or{ (1ST) I .. ..1. .. J , , • FOUND4T1OI`r(2N7 ) t E ci. ROUGH & J 1 4,,FR NCx ,e PLUM�3IN'G —.— --• �---� , d b INSULATION PEA N.Y. •, , , H STATE ENERGY CODE? , . - A , ' J ' FINAL • , . , impripfishrvinr. - . /5, eAmeneor e_ . - . • . . • . r" . • O ', 1 • 0 • . . ' ti �, I l .. . t . V J , . . r •• . . J i.,• 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) 765-9502Survey ' SoutholdTown.NorthFork.net PERMIT NO. —I Check Septic Form , , N.Y.S.D.E.C. Trustees Flood Permit _44_Examined ,20 _ Storm-Water Assessment Form , < Contact: Approved 9 I Q( �, ,20 Mail to: , GreenLogic LLC Disapproved a/c iii 425 County Road 39A,Southampton, NY 11968 ' Phone: 631-771-5152 Expiration GJ 1 r,20 Y Building Inspect tr D ii.'"), E L t y iII ' PPLICATION FOR BUILDING PERMIT NOV 16 2015 (�, Date /f // , 20,/ • INSTRUCTIONS a. • . ,, ,,'rca-tiain � - •e co pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets?f plans,accurate plot plan to scale. ee according to schedule. •. o p an s owing 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,forthe 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 Blue Moon Partners LLC ` (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. Electricians License No. '43858-ME " Other Trade's License No. ' 1. Location of land on which proposed work will be done: , 360 Wiggins Lane ,Greenport , „ _ House Number Street Hamlet , County Tax Map No. 1000, Section 35 Block 4 �, t 28.33 ' Subdivision �'•�o,3F•:' • -'1.4.,,..,,. ; `.iY Filed Map No. �4a���4,,�a�,�I�,t'r;t� ..;:�'�.��„p�1'9 eiK. 3�41,,N:I..4 O.01 2. State existing use and occupancy of premises and intended uge 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 0(05 F 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 I •, 9. Size of lot: Front Rear.. Depth 10. Date of Purchase //a 7/a2oo7 ` Name of Former Owner Jo/.n (. Tci,iLricicc, dna() 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES` NO 13. Will lot be re-graded?YES -NO Will excess fill be removed from premises?YES NO, 14.Names of Owner of premises iand Tai-1 arc/ Address3L0 inr,ns/a/6reeng-ii hone No. 5/(o-7 p-c37QQS Name of Architect Pacifico Fngineeri g, p C Address7oo Lakeland Ave,Bohemia,NYPhone No 631-988-0000 Name of Contractor GreenLogic LLC • Address 475 Cnnnty 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 V 'NO * IF YES, SOUTHOLD'TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. ' ' b. Is this property within 300 feet of a tidal wetland? *YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 1,0 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk- ) S ` Nesim Albukrek being duly,sworn,deposes andsays 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. S ' Sworn to before me this 2 day of 1\ o✓e'1 20/S Nott -B* 1cA.CASCIOTTASignature•of Applicant ' Notary Public,State of NewYork No.01-CA4894969. Qualified in Suffolk County commission Expires May tt,2019 S 111 A of SOLI A's1 WO ‘ Town Hall Annex ' *' Telephone(631)765-1802 54375 Main Road y , (631)76 - 5 P.O.sox 1179 Q $ roger.richertd ivai u5tR 1a.ny.us Southold,NY 1197I-0959 O .4;,•II =r�COUNT'I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ip��15Zfit ntVin�Ns Date: u /u / — Company Name: GreenLogic LLC Name: Robert Skypala License No.: 43858-ME Address: 425 County Road 39A, Southampton, NY 11968 • Phone No.: 631-771-5152 E -t- JOBSITE INFORMATION: (*Indicates required information) *Name: Blue Moon Partners LLC i o y Fes) *Address: 360 Wiggins Lane Greenport,NY 11944 C, *Cross Street: Main Rd -51 _776-39 39 a) `Phone No.: 516-776-3985 Permit No.: 8`3 Tax.Map District: 1000 Section: 35 Block: 4 Lot: 28.33 *BRIEF/ DESCRIPTION OF WORK(Please Print Clearly) Roof mounted solar electric system / I�Q(,tl50 crnP31rv+zY E20-3,7 �e a.* 7_- -2 Ski 'Doi L- (Please Circle All That Apply) *Is job ready for inspection: YESNO Rough In 4110 *bayou need a Temp Certificate: op 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 31(61( 0 • 0-/e0(82-Request for inspection Form ji l.Co�� �bv Scott A. Russell °� `' �T(0)RNIMAATlER SUPERVISOR - MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 r-- 53093 Main Road-SOUTHOLD,NEW YORK 11971 T `�,^ Townof Southold CHAPTER 236 - STORMVWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INY UNE AN Y OF THE .FOLLOWING: (CHECK ALL THAT APPLY) Yes No ®0 A. Clearing, grubbing, grading or stripping of land which affects more ' than 5,000 square feet of ground surface. ' , ❑O 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. DO D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. DO E. Site preparation within the one-hundred-year floodplain as depicted ' on FIRM Map of any watercourse. , DU F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. . _. __ _.- _. _- .. Date APPLICANT (PiopertyOliner Design Piofe»wnal,Agent Conti actor Othe,) ' S.C.T.iVI. 1000 District \AME GreenLogic LLC (Nesim Albukrek) 35 4 28.33 Dv,mn Section Block Lot i ..,r�t°r .,..r,- FOR BUILDING DEPARTMENT USE. ONLY'.'.. Contact tnfnunat,on 631-771-5152 ;, Review.ed By. ( .. yyvy9 (Ail— ,, Date H Property Addres / Location of Con�tiuction Work. ' !; EA 360 Wiggins Ln, Greenport,NY 11944 Approved fon processing Building Pet mit. Stormwatei Management Control Plan Not Requited. ' ElStoi mwatei Management Control Plan is Required. ' (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 .. GREENLOGIC® ENERGY November 11, 2015 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Randy Fairhurst who has engaged us to install a roof-mounted solar photovoltaic (PV) electric system for his home at 360 Wiggins Lane, Greenport NY 11944. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (SunPower SPR E20-327) • 2 Spec. sheets of the inverter (SMA (1)SB5000TL-US-22 & (1) SB6000TL-US-22) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$200 ($50 Building Permit/$50 CO) • Application for Electrical Inspection ($100 included in check above) Please let us know if you need anything else in connection with this application. Yours trul Cig'.4110. Denise Simmons Account Manager GreenLogic LLC 631-771-5152 ext. 120 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 lei S01/4/ A, l® Town Hall Annex : Telephone(631)765-1802 of 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ; Ct. 11, Southold,NY 11971-0959 e February 10, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Greenlogic 425 County Rd 39A Southampton NY 11968 Re: Blue Moon Partners,360 Wiggins Lane, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Need certification from an architect or engineer stating the panels were installed per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (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 - 40283 — Solar Panels fY c Ei ' LOGIC' ENERGY March 15, 2016 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 40283 Randy Fairhurst 360 Wiggins Lane, Greenport, NY To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Randy Fairhurst's solar electric system, which we installed at the above reference address. Please arrange to send him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 Ext. 110 R [EcEoy. D MAR 222016 . BUILDING DET TOWN OF SOL'I'HOLD GREENLOGIC LLC o wwwGreenLogic corn Tel: 877 771.4330 Fax: 877 771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd 39A 200 S Service Rd , #108 Southampton, NY 11968 Rosyln Heights, NY 11577 (.... ...V' SURVEY OF C, ROAD) s LOT 20 g pRTx ' _ MAP OF ,pZ� 04 14o FORDHAM ACRES SECTION TWO FILE No 4605 FILED APRIL 6, 1966 SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S C. TAX No. 1000-35-04-28.33 o 144 SCALE 1"=20' oo A191%0.049 %, \ MARCH 27, 2009 AM A pRYDg PRY ''• x w1�pa�NE RAR ,y0 p0s LOT AREA DATA & y04 r y UPLAND AREA21206 0.487 c oil 5� .CUR 11 I:.20\. , �' c1,1' UNDERWATER AREA T 0 16307 8 ac aka ' CURB p \ COs ::::„7„7:6\ \ N�.. /V'�+ G I +;q \a Se.•- ' TOTAL 28,513 sq tt•r�� /L,Tza�s /� \ .3 r , 0655 ac w ,c ,y-�n" �- y \ ::::, \\ "ra /-05NOTES . �' 6 pw+�;y� J°'s ' • n 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 2 %s. k�Td —\ \ EXISTING ELEVATIONS ARE SHOWN THUS•s.Dy5O ��,Ye.0 "� / !ux 1 \ EXISTING CONTOUR LINES ARE SHOWN THUS ————s———— ' • F. oTi °"'� V y ➢ P,yNEv 20 .'a I \I A \ Y GEL- WAGE FLOOR ' '1/4,,LO 'r ;' ,��.�b �yWryRW 1 \� \ Q, B - eonou OF euuINEAD 66 000 x_ r ,�`�i� -pP ,e ���Q.. Bei' / \ s w - em"rou or wAu d0 tae \ /�•.. ;/`` t 1 ,. // 1 ;£1 "t g 1 _e \7 9',,.' ` . cro \\ �,::° �--- L04 20 -.A'T II *Yg, 9i`"I CP. W `\ v\ \.i Of'.a�' \ \ /4a• �` �L.,,,��tC•K �. /•��'� "1'�n €I -- _ / /l FqE % x — \ \� s - e ., a.,1 �,.: �\ w�'i.„,:;aYw ;:iii'.:: telt '{ a 66 , J R' � ,, wwx iii '. �� �' `$ '•x” �w...i Q'A 0?"'-' ���'% vim-'` • o ss \ ? i�\ ,�,.,,,.,,.n4:,,,,, �, —, P.UwDRIZED ITER ALTER..OR Apar ax o ° `➢ \C._aA \ \ \ "RRA '� `� rr.'a -i s 7 \ \ \ '•C°"`/ •R`'12`. 2' CAP N U or tuE uEw roan su1E \ ..v....-- muunou UP �.,.r�. �•P` x_y, xi \ \• s/ \ \ // 10.400""•_„6NT THE USDESUMLYOR5 INKED SEAL OT BEARING 9Y%y�r • INF„P / '\ \\ xy,mel. ED IT-eI nu xar RE DDNSIDEREO y` TORO.A .1RUE COPE i o� $�', Gi2avg.:. \ �` y ERrP1GnON5 INDICATED HEREON swu RUN • w/ PREPARED TO THE PERSON FOR WHOP THE SURVEY Z�y.� O ANO �V' y I .\a\ \ Ssx 44L;% ———6 D ON w5 9EHAU'TO lHE �'���b 5 \. •\ �j ,�1wTO INSTITUTION TMTD VLANExCpxD HP —S ( Ox CERTFICAPONS ARE NOT TRANS 1'4 O O x %, ��'rl.r Sl O TUT T.N^p,•.,1 X= -. `% `Yy-y `� y IOIa FOA o- ,/� �� ':X O ' DIE FYI9TENOE OF RIONFS OF WAY y�w1T'� x e.i ish ui},1 '0°‘ ANY/NOTSNOwNMAREFNOTCGtUrrEED weerso 0 E71. ` > '„..-0 •a o'7i a OB f S PREPARED IN AC WINN. STANDAR.A.PRE SURVEYS.I•••••' ��� �pN SESABO •OF N6 Nathan Taft Corwin III • Lc, Eiq`b 7E.11Z2.7.41,' H'Y O TRS CSP SPFTCO OR,, Land Surveyor �. '`ryb 1, �.�� ,t).,n.o' * x_.5 CUCP IN' L'''' 3s o- rue Surveys-SUn4s,fon,- See Plan:- Con.ImcVy oa Layout ' 'S0 G1 ,�i PHONE(631)727-2090 Fax(631)727-1727 ~4'LANO51)F'- OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue PO Box 1931 NYS Lc No 50467 Moorhead,New York 11901 Moorhead New York 11901-0965 29-054 yrr y4 %�- t" 1/.<:;:,,:'r'%. .� � �'..�,ti '• a L��� /a/r`n ‘ n. \//'^�,�� ,\ ,�.\/ � ia > r j i�� V.. �.:. :,;. •,'-'•'.,s "ti / l a,6� ^47 ,,'W Z''�' ',' ''-/-e \ Z.'''', "' ,.,i �� c"---::::-4Y, "'":-`.4:%,;.;-• r,� 5+Y7. �/ ! AfF' •i- 5 .'''''''''''AV':;•'s �.��; `� -�<= �� fir. �?'.!+'Y :C�.. �,�s'.� 3. r{'",v,^ `- �- �-.'nr v �:� .r:H s. ,� .is ,�-� � � -jr+:ti�rS �%yS: 'ti Ft/•"y,;'.� L 2, v;4 { r ti.{- '.A. .,..< -w r4r- '�' 4 r` ...i., a+ � - :'.r V YV St.,. >; c/ � � {{r r '4 w�`t♦ rv„ �,.. `� -l-Y•i.+' ! ti .f t x } ,5. .;� .4 . ',...,,,,..-%, ';,, #,. w. 7zvi ..� N.if.,,�,,,'rr.✓.v,. ,:• '�„,;,,,,,,,,4�i: i. _ r,� .r.•'r .': -e.', r IA 11, Cpi',`M.�d "'y '.+'r`?r �e ,a .R v.� nr: ? � y A"',T,, ' .l .�. `,�'`;mv 7 .y Il �. � � rC�- �ti, 1; r.^' x.. i�f- i r+3rt'�(� ,Jc;1-'({y1.. :f .e�i(�r K: y� - �-•w: 5j, 'p,.L� .+ ��:.r'- /4„�1��: t ,ti,;i��e t'st�!��• ,3��tC ,..-.��hxf� M, i�%+i��''yd ::��� .,� �4,,,,+?�� ' :V:..c`!'i.,it,—, `.!'iii?v, . ,."Yvie”' ...e ,,-�• ... r —'V:ii Sr t.m F"')` ,... �r ..` .. .. .t, ..r.7r TS:.7�*... a... rQ 1-^ �: .` ice -° i �irr.i, ■/ Suffolk County Executive's Office of Consumer Affairs / VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788, Qtr,,,,,.k. t , ., ` DATE ISSUED: 5/25/2006 No. 4022'7_H �; � r SUFFOLK COUNTY ``i '�, : F , b Home Improvement Contractor License ` VW I rites; , This is to certify thatciiiiVi +, �„� MARC A CLEJAN doing business as ;�; ., ,.,11 -.N.F V GREEN LOGIC LLC S^4. having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules ,,s1.-,--- -:, and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME l Tex ? y IMPROVEMENT CONTRACTOR,in the County of Suffolk. `'� {s (. s Additional Businesses 4 -A ;�. NOT VALID WITHOUT --.P,'*46 DEPARTMENTAL SEAL ' '/ *.444,„ AND A CURRENT ; �'`/� CONSUMER AFFAIRS -, r CJ"a'i'm.►"_ a � ,fi : ,, ;{ Director .t 4 _,' ,-., ti y ♦4:�;- a+ r tt ,i: , .+. r. c 3 l:y4 ,�'ci 'y 'k.r.�R'v'' ,w ( fi";,t,,,,,744',. _:1 v.a:. t 3 u�, } rA �'+�y I:1 y ,.a.1., �.i``r-r.. b C;,-, c^' . :;�,..„ , t: z i, y;,.: .- .Y: t''r : L '"�,V r. „_< a' i tRr 3+ , a:-e. _.<�-_.� c 4., {... „<f. �' �.F, cv.,�+:" g ..�.. : , 4 .`v4,:i^ bi �iv..-�v � d {. a,:>f�tt; li s"- t;r,�. 9 e �`: 4 f ."� >' ( . t: =r ..ti. fi . arW' r.)::: , '4?*, .?�. ,4 -;<: r ..w •!r*.:3?:, }�w;,;,: ?.,;?,:. -�1 .;' ', ,,,,, ,... w+, ,,,`'.F�:. r.;?v. h;:.�,, ' ,wwee; ` .,. ., . 1 �: r��.,. .ti., �rh L, =n''w ,,�, `�' f� � .��' n. rk /?.S A,L.,q'i, .�.-�. � ,�-; S' �T. r,.4: :{ . ;;r' - ,rj,µ4-r V,,, rY ti - ''n t ,,, { "�4." �,,�.ti. s,,1 f Y �!5.,;" ,, �- - " Mr �. . .. 6v, �x ...YarYC`��-. .�.�. :�, , .<.•,y':'C~„. : V.`. ./,•.r ,?�.`, 'C �� �.�-:5 'S� ,,tiJ d .t.w<E. �Y^'-.r'� k fir'E: '"'",fit. rN :�\��r+: L ,.i ..f -+�/� t�l \r,n4f//WANT Si\,.)';':•'..•'''' ,n,t '� toy \‘,..4i.-, " � .'\\ n.:;/ '.w '�- • t t,�,.s'.. �`V.t,:: ..-:„ l �t, m +,^'r$V : N+•;T�I.W�,L, \ +`—a� y -, ,,__-=' ✓ -�. � t%i `� �.- `moi \ 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). PRODUCER NAMEACT Brookhaven Agency,Inc. Brookhaven Agency,Inc. jn PHONE n,Ext):(631)941-4113 FAX Ne):(631)941-4405 128 Old Town Road Suite C ADDRESS: brookhaven.agency@ verizon.net PO Box 850 CIRIODUCER STTOMER 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 INSRLICY EXP TYPE OF INSURANCE IINSR wtm POLICY NUMBER IMM/DD/YYYYI IMBR POLICY EFF MIDD /YYYYI ADDL LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY x x EGGCC000076915 01/31/15 01/31/16 °PREMISES`FREN,ED flnP) $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 G�E 1N'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 I POLICY[ii 'r fl-LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANY AUTO CAPI043565 8/11/14 8/11/15 (Ea accident) $1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY X HIRED AUTOSDAMAGE $ (Peraccident X NON-OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ _ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITYY/N TORY I BAITS FR ANY PROPRIETORIPARTNER/EXECUTIVb E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ C NYS Disability D251202 4/11/13 4/11/15 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,H 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 k <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 3M Ste 202 lc.NYS Unemployment Insurance Employer Southampton NY 11968 Registration Number of Insured ld.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 9 a" 53096 Rte 25 V9WC653322 Southold NY 11971 3c. Policy effective period 06/15/15 to 06/15/2016 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all 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 for 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 agent of insurance carrier) Approved by: 06/12/2015 It ature) (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 Worker' Compensation Law ` Is _IF), -,.;-0,,s1 c.z..-1------. ,-------„:•,,,. . )if7------z"-„, 1 ''..;'"---,FH'-fer',1-'---7.r.'0'^ '\ i'---------,,' ' IA, - , h,1 . \—//-- .e,'T':'111 -\`` 1 AI l' h•-------7-11•"4'' \ ,I7 .`;`,,,S, Suffelk Cou-7 s H i Executive's Office of Consu. tier Affaus - 7,.07,-, 7/1.7,A• 0 ': ,:.._;,i',-41 M'f''ster Electrician Ltcense v.1,07.--t:t:i.7-ii 1 ,,..,,,,,\7! . This is to certify that ROBERT.1 SKYPALA k.._,,,Tf/ri,\ having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance ,,, _ . . , .1!,':-4,,kie;, "....)4, VAP with and subject to the provisions of applicable laws,rules and regulations of '''N.i.-4 ,' ,lw.yel the County of Suffolk,State of New York. •-„„.,, , //::,---:,,,\11 ,'', . Additional Businesses ' it : : -... .,,s,,,,,q, ...--.:;.-7....,,:, ,: „,-,., ..r.,,. , ..„ „:„ , ,,,,..,,,,, \\\'-(...,',' NOT VALID WITHOUT 1 ,M,.. 'i, .1p. ',.,,,N ,:744.1 . , ip CARD !-.I- . ' ', "-,'''S•41.-Z*. (3V'' '''',,”' 3,1,-,,,,,, ...,, - ,:k..:-.,,,,,,,J,,,,,,, -.„R„.1.,;(„w,,-..,-. ,,, ,--,--.,-.1„,,,,T.),-).' .... i, , ,'..irc,%-.:4--",,iY''. •J' , -.;.li-Z.-Ji.;i4,Kr4-04.- -, . -'1::(cl-c------,111 : .. ",' .•:_ --;1111:111,yntttilL''';N::'''‘:/:\' --'- '_ - ---- _- --__ -_-_ --- - _- - -_-- ` APP ROVED AS NOTED c{Jl.,;,'_=I •,` P T.H ALL CODES OF !Y� TOWNCODES DATE:�IL1 4L B.F.#t4/(2.3 NEW YORK S r'—'.!±,-1 ,11\1_ #_ ,S REQUIRED `<' :- NOTIFY BUILDING DEPARTMENT AT eA :IABD 765-1802 8 AM TO 4 PM FOR THE ��DIF,t� FOLLOWING INSPECTIONS: �� I-IGI,) ,,i;,1n�TRUSTEES 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 4� 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OCC ,'PACY ®� REQUIREMENTS OF T:-IE CODES OF NEW ���� �� UNLAWFUL f��� YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. WITHOUT pT OF OCCUPANCY RETAIN STORM WATER R 2 6FF PURSUANT TO CH^ OF THE TOWN CODE. aaEc CAL Pacifico Engineering PC —' Engineering Consulting 700 Lakeland Ave, Suite 2B 4ss Ph: 631-988-0000 Bohemia, NY 11716 + P Fax. 631-382-8236 II�I www.pacificoengineering.comG c solar@pacificoengineering.com November 2, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Randy Fairhurst Section. 35 360 Wiggins Lane Block. 4 Greenport, NY 11944 Lot: 28 33 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 Mean roof height 12 ft Pitch 5 in/12 Roof rafter 2x8 Rafter spacing 16 inch on center Reflected roof rafter span 9.8 ft Table R802.5.1(1)max allowable 16.8 ft The climactic and load information is below: CLIMACTIC ANDWind Live load, Ground Speed,3 pnet30 per point GEOGRAPHIC DESIGN Category Snow Load, sec gust, ASCE 7, pullout Fastener type CRITERIA Pg mph psf load,lb Roof Section A C 20 120 56 1146 (2)#14-13 x4.5"DP1 concealer screws(3 5"min embedment) Weight Distribution '‘•\ W YOR/ array dead load 3.5 psf pp'CIF/co 4 load per attachment 214.9 lb Q� • Subject roof has one layer of shingles ,/r % � \ Panels mounted flush to roof no higher than 6 inches above surface. 4;4 tri �� `; y Ralph Pacifico, PE C v Professional Engineer 2s, 066 s3•- Ra Ra 3,NTab r - - gineer NY 0., 82/WI 744306 max• 3GREENL1GC® ENERGY GreenLogic,LLC Approved Randy Fairhurst 360 Wiggins Lane Greenport,NY 11944 Surface#A: Total System Size 16 350kW Array Size 16 350kW 1 string of 6 and 2 strings of 6 on SB-6000L 1 string of 8 and 1 string of 8 on SB-5000TL(x2) Azimuth 246° Pitch 23° on* ' Monitoring System -- O ------ SunPower : Panel/Array Specifications: Panel:SPR-E20-327 , 1.1Racking:UnRac SnFrame - ------ Panel:61 39"X 41.18" . Array:31'1/8"X 20'10'/<" Surface:54'X 24'2" 1.11111111111111A11 Magic#:62 1/8"&41 15/Lege16" rr 50 SunPower 327W Panels -------- UniRac SunFrame Rail .♦ -------- • 77 Eco-Fasten Quik Foot wwww--- Ba 2x8"Douglas Fir Rafter 16"O.C. ♦.• NusNummber 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: OFr1EWy0 , - r> O h cc4,4 ct.',4,4t4 w -6 s n �I 2 W kS'F 066A8� �'i>" PROFESS\O Drawn By:MMB Drawing#1 of 5 Date: 10/21/2015 REV:A Drawing Scale:3/16"=1.0' L1 GlIC® 4 ENERGY GreenLogic,LLC Approved Randy Fairhurst 360 Wiggins Lane Greenport,NY 11944 Surface#A: Total System Size:16 350kW Array Size 16 350kW 1 string of 6 and 2 strings of 6 on SB-6000L 1 string of 8 and 1 string of 8 on SB-5000TL(x2) Azimuth•246° Pitch•23° eh . . �-- :_.._. __ __ Monitoring System • SunPower ` ' ®` � : ; 0 V. : ) Panel/Array Specifications: Panel:SPR-E20-327 /l /• \ . , Racking:UniRac S nFrame • • 1 • • i i ,\' . 6 Panel:61 39"X 41.18" ` , of Array 31'1/8"X 20'10%" , Surface 54 X 24'2" _<i • • Magic# 62 1/8"&41 15/16" Legend: 50 SunPower 327W Panels <• • • f • UniRac SunFrame Rad _ y�'✓ �; � i • 77 Eco-Fasten Quik Foot • • + B a 2x8"Douglas Fir Rafter 16"0 C. \./ ; Notes: Number of Roof Layers: 1 1 Height above Roof Surface.4" • • • i • o o S • • l o ll Materials Used:Eco-Fasten,UniRac, i" ' • • s SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: o NEIL/y Q2"- QN PACjF�c--r- 1Ii5R 4�`�l,�: W Fo �13g1B �, AROFESSI Drawn By:MMB Drawing#2 of 5 Date: 10/21/2015 REV A Drawing Scale:3/16"=1.0' as p., GREENE. IP ® , ' ENERGY GreenLogic,LLC Approved Randy Fairhurst 360 Wiggins Lane Greenport, NY 11944 Surface#A: Total System Size 16 350kW Array Size 16 350kW 1 string of 6 and 2 strings of 6 on SB-6000L 1 string of 8 and 1 string of 8 on SB-5000TL(x2) Azimuth:246° Pitch 23° iallh Monitoring System. A .1,, �\ ' O /\ A A A A SunPower `" Panel/Array Specifications: 3 / Panel'SPR-E20-327 X .\ //X\ Racking:UniRac SunFrame X X X XX Panel 61.39"X 41 18" 3 " Array:31'1/8"X 20' 10%" _ X Surface:54'X 24,2,. X // 6 7 Magic# 62 1/8"&41 15/16" Legend: 2 „ „ A A A A4 50 SunPower 327W Panels X XUniRac SunFrame Rad 5 4 2 V • 77 Eco-Fasten Quik Foot xi XX XXX X X 8 g 2x8" uirfter16"O.0 Notes: X > ` YYYVV/ \ /4 / Number of Roof Layers 1 \ / \ V V Height above Roof Surface:4" 1 vvv Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: DoE NEW N-( c\ PAC/A.0 ,QI- q.11 r 1* tii_ iiix"1,4 ( w w (O O661a. w AROFEss01"\' Drawn By MMB Drawing#3 of 5 Date: 10/21/2015 REV A Drawing Scale:3/16"=1.0' No Vent Pipes Will Be Covered By The Solar Array i i ENERGY 3 SMA Inverters located on the GreenLogic,LLC Approved North East wall of the basement Randy Fairhurst adjacent to the main electrical panel. 360 Wiggins Lane Greenport,NY 11944 18" Service Walkway Total System Size 16 350kW Array Size:16 350kW 1 string of 6 and 2 strings of 6 on SB-6000L 1 string of 8 and 1 string of 8 on SB-5000TL(x2) Azimuth:246° Pitch:23° z1 Monitoring System: SunPower Panel/Array Specifications: Panel.SPR-E20-327 Racking:UniRac SunFrame Panel:61.39"X 41 18" Array:31'1/8"X 20'10'/" Surface.54'X 24'2" Meter Magic# 62 1/8"&41 15/16" Legend: Err 50 SunPower 327W Panels L UniRac SunFrame Rail L • 77 Eco-Fasten Quik Foot O 11 a 2x8"Douglas Fir Rafter 16"O.C. Notes: ♦♦♦ Number of Roof Layers: 1 Height above Roof Surface:4" ♦♦♦ Materials Used Eco Fasten,UniRac, ♦. SunPower,SMA _♦♦♦ AddedRoof load System:al: Engineer/Architect Seal: A 4*. .. 4'®F NE�Y I .il\ /-*- ,t ...11' 1.1', ., 4 .... :g_ tit.,,4..,..f.,„ ix. ve iord-s* jilit,,, w 101,4A4l0e1‘---v'4 1 ) 0. kke 06618 4i AROFESS\1�P� 50 SunPower 327W Drawn By:MMB Drawing#4 of 5 Panels Date: 10/21/2015 REV'A Drawing Scale:3/32"=1 0' 454GREENLIPOEIC® ENERGY GreenLogic,LLC Approved Randy Fairhurst 360 Wiggins Lane Greenport,NY 11944 Total System Size 16 350kW Array Size 16 350kW 1 string of 6 and 2 strings of 6 on SB-6000L 1 string of 8 and 1 string of 8 on SB-5000TL(x2) -- - - - - - - -- ---- -- _ -m Azimuth:246° t• Pitch:23° eh- , hat87al List QV l Ftil Wail lis _q _ _—_.— � - Monitoring System: SunPower _____-____..._..- __-__ __-_____-_.--__ _-_-_L. _. _.___ _-_- -_ _._._ Panel/Array Specifications: -.-__ ._._. ___-- Panel:SPR-E20-327 Eco-FatgidcFoot�eepabe 77 — { Racking:UniRac SunFrame -_-- ___-� __- ,--__�-_�__._- _ ____ _ ----___l Panel:61.39"X 41 18" Eco _Qid< Plr I_ __- Array:31'1/8"X 20'10'/" 1-- --v- --�FalelQid(FOCtFl6 7Cg 77 ;- i Surface:54'X 24'2" ..___.___.. _---__-.__ - _----------_ _. _ -.-- --_..---�----.__-- --.-----------..-a - - Magic#:621/8"&41 15/16" ' #141145tPlaroa le'S7Ew _ _.-__..-___ ____-_.-__ ---------...__.._I _._.._____._ _._.__. __- ___ __---. _-._---;-.-__ .1___. .__ 3_. ._---.--- Legend: ! 50 SunPower 327W Panels _-___ ________.__- _..___-__..-___1._._..._____-. UniRac SunFrame Rail --- _-_ E___-- -_-- --__-_._-- -'--- __ __..__.. f__.._.___ _._.__ - �- ---`- ` • 77 Eco-Fasten Quik Foot - - - - I .E- ! 2x8"Douglas Fir Rafter 16"O.0 __ __r_ _.._ _ _ Notes: - _-- -__--__._-_ .__._-.____ I..__-__ -_-__--__11.11-7_ ----------- -- Number of Roof Layers: 1 _____.._._ _.-._._ _____ ___.__- _-_-. ___ _.__-._.-- _ _ _�_ � Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, f- _--___ ____�-_----_---------_1-..--__.._-- -____---u-__-_. - - - -- -- ( -._- SunPower,SMA } -_ - _ _ Added Roof load of PV System 3 5psf _ Engineer/Architect Seal: j_ _ - -- � L)__ ► _a- - - -, --of-NEW), - ��"N QN PAC/,c�c0'Q� \. O ,1 t .0.,.+ i„, ltl;tt,_ ” ,:'0 Ve-44-1V,71 v' .' . ' • X00 0661$ N.. Ah'OFESS\O�P . Drawn By.MMB Drawing#5 of 5 Date. 10/21/2015 REV A Drawing Scale:3/32"=1.0' - ,1 ----------------------- NEW EQUIPMENT ------------------------- EXISTING SERVICE 120/240, 1 PH, 3W PV—SA-1A /� 1.®�• ,•«®rt®rt INV-1 AC—COMBINER PANEL I a �— as 0 f — 1 ' I40) — —I AC—CMB-1 I-- (LOCATED NEAR INVERTERS) {C\ _. I I .-� _�_�r--1 (PV LOADS ONLY) i AC DISCONNECT p ^ ' r �N-. .. 2 -.- 1 '� INTEGRAL oc/Acf 1 , A. DISCONNECT SWITCH 1 i : • PV—SA-1 B _�_� • ® El ® \ ` .1 Is PV—SA-2A !A} --,B) BKR--1 ® r �� ... INV-2 IAi —-I I N 2 1 �NI_____ 200A __ - �� i t MAIN ------I---I' 1 I — BKR-2 FUSED I -, �_ I- . . — I a ... o as � _ ' '= -- _ ® . ® 4 I fi;f d N_ 2 � 1 � INTEGRAL DC/AC 1 �� ~A. &. DISCONNECT SWITCH BKR-3 PV—SA-2B , •I PV—SA-3A 437)L®� ® N LA` INV-3 •••-/— 1 I -- -- n • MC _� - —I--1 � I n N —.• ••-241 .� Q \� I L1___H I 0� a ( EXISTING { IMEGRAL OC/AC 1 GEC---® --- I®-- —®—__—_—_---®--I—®-- ---®®--- I GEC L__ _ J #6 CU a I PV—SA-3B L.—WIRING GUTTER a EXISTING AC PANEL L ----- IRREVERSIBLE SPLICE J PROPOSED 3-LINE ELECTRICAL DIAGRAM REVISIONS Randy Fairhurst Wiggins Lane - `� H I. GA' 360 Wi 99 i~.x! f , Greenport, NY 11944 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: FRHST-3LD1 Revision: 1 Revised: 7/21/2015 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION TAG TYPE CONDUIT AWG./EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES A USE-2/PV 1" PVC-40 10/6 PV-SA-1B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES - PV-SA-2A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES B THWN-2 1" PVC-40 10/6 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES - C THWN-2 1-1/2" PVC-40 4 - /6 PV-SA-3A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 6-MODULES PV-SA-3B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327,2-STRINGS OF 6-MODULES D THWN-2 1-1/2" EMT 4 -/6 INV-1 INVERTER, DC/AC SMA INVERTER, MODEL SB5000TL-US-22, 240V 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-2 INVERTER, DC/AC SMA INVERTER, MODEL SB5000TL-US-22,240V JUSTED FOR TEMPERATURE, DISTANCE,AND INV-3 INVERTER, DC/AC SMA INVERTER, MODEL SB6000TL-US-22,240V DERATING FACTORS. BKR-1 INV-1,AC CIRCUIT BREAKER MATCH COMBINER PANEL BRAND, 30A, 2-POLE BKR-2 INV-1,AC CIRCUIT BREAKER MATCH COMBINER PANEL BRAND, 30A, 2-POLE 2.) ELECTRICAL CONDUIT TO BE MIN. PVC BKR-3 INV-1,AC CIRCUIT BREAKER MATCH COMBINER PANEL BRAND, 30A, 2-POLE : SCHEDULE 40,ADJUST FOR SITE CONDITIONS. AC-CMB-1 AC COMBINER PANEL 250V, 100A, NEMA-1, 1-PH,3-WIRE - 3.) ALL ELECTRICAL MATERIALS AND INSTAL- AC-DSC-1 AC DISCONNECT SWITCH (LINE TAP) 250v, 100A, NEMA-1, FUSE RATING: 80A CATION METHODS TO COMPLY WITH NEC AND LOCAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY 4.) NOTE: GROUNDING ELECTRODE CON- DC CIRCUITS DUCTOR TO BE#6 COPPER. OP. CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. ELECTRICAL LOAD SUMMARY TAG @STC @STC @ T-MIN @STC AC CIRCUITS PV-SA-1A 5.98 A DC 360V DC 583 V DC 6.46 A DC PV-SA-1B 5.98 A DC 360 V DC 583 V DC 6.46 A DC VOLTAGE MAX.AC MAX. DC PV-SA-2A 5.98 A DC 360 V DC 583 V DC 6.46 A DC TAG POWER RANGE CURRENT CURRENT PV-SA-2B 5.98 A DC 360 V DC 583 V DC 6.46 A DC INV-1 5000 WATTS 211-264 VAC 22 A AC 30 A DC PV-SA-3A 5.98 A DC 270 V DC 437 V DC 6.46 A DC INV-2 5000 WATTS 211-264 VAC 22 A AC 30 A DC PV-SA-3B 11.96 A DC 270 V DC 437 V DC 12.92 A DC INV-3 6000 WATTS 211-264 VAC 25 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Randy Fairhurst s= �R,.s ,t LOGIC' 360 Wiggins Lane v � a ' �a-`�' Greenport, NY 11944 ELIMINATING THE COST OF ENERGY 1 ) INITIAL SUBMITTAL WITH APPLICATION - Page 2 of 2 Drawing No: FRHST-3LD1 Revision: 1 Revised: 7/21/2015 --------------------------- NEW EQUIPMENT ----------------------- EXISTING SERVICE 120/240, 1PH, 3W 1 PV—SA-1A , { 410 I w 0 ) -0)INV-1 AC—COMBINER PANEL N�...�?_ 1 r - AC-CMB-1 a ® o o� - (1 _ —� ! I (LOCATED NEAR INVERTERS) I------I- I I °0- G '1,-1-=- (PV LOADS ONLY) �,,- L_ ' —'_I ` fL-- --� AC DISCONNECT ; f,` r r NI 2 ... 1 .L J V t AC—DSC-1 , N-■••• INTEGRAL DC/AC i I II —_, r''' Q ~A. A. DISCONNECT SWITCH I I , t t • PV—SA-1B0 - O I i r A B N v PV—SA-2A (� -IBS BKR-1 ®LT ® L��.. .�2 �� , INV-2 i-i f--I I _11 BKR-2 FUSED V.2 NN E3 ril Ci) i r -.•2 1 -.- ,' INTEGRAL DC/AC I DISCONNECT SWITCH i BKR-3 . it A. PV-SA-28 . • PV—SA-3A .-®�...��—�— INV-3 N • toa © �• _ ° o-- o --I--}l i , --- -.e- -t-� i N IEGC ��—...— — INTEGRAL DC/AC i III I GEC I EXISTING & DISCONNECT SWITCH I i----I —I —I EC CU : PV—SA-3B L WIRING GUTTER #6 CU t EXISTING AC PANEL IRREVERSIBLE SPLICE PROPOSED 3-LINE ELECTRICAL DIAGRAM REVISIONS Randy Fairhurst ,--,..: ,l \ REF: L� GM" 360 Wiggins Lane \,-.--_-:::yE,, F,RCI Greenport, NY 11944 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: FRHST-3LD1 Revision: 1 Revised: 7/21/2015 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION TAG TYPE CONDUIT AWG./EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES A USE-2/PV 1" PVC-40 10/6 PV-SA-1B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES PV-SA-2A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES B THWN-2 1" PVC-40 10/6 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES C THWN-2 1-1/2" PVC-40 4 - /6 PV-SA-3A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 6-MODULES PV-SA-3B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327,2-STRINGS OF 6-MODULES D THWN-2 1-1/2" EMT 4 -/6 INV-1 INVERTER, DC/AC SMA INVERTER, MODEL SB5000TL-US-22,240V 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-2 INVERTER, DC/AC SMA INVERTER, MODEL SB5000TL-US-22,240V JUSTED FOR TEMPERATURE, DISTANCE,AND INV-3 INVERTER, DC/AC SMA INVERTER, MODEL SB6000TL-US-22,240V DERATING FACTORS. BKR-1 INV-1,AC CIRCUIT BREAKER MATCH COMBINER PANEL BRAND, 30A, 2-POLE - BKR-2 INV-1,AC CIRCUIT BREAKER _ MATCH COMBINER PANEL BRAND, 30A, 2-POLE 2.) ELECTRICAL CONDUIT TO BE MIN. PVC BKR-3 INV-1,AC CIRCUIT BREAKER MATCH COMBINER PANEL BRAND, 30A,2-POLE SCHEDULE 40,ADJUST FOR SITE CONDITIONS. AC-CMB-1 AC COMBINER PANEL 250V,100A, NEMA-1, 1-PH,3-WIRE 3.) ALL ELECTRICAL MATERIALS AND INSTAL- AC-DSC-1 AC DISCONNECT SWITCH (LINE TAP) 250v,100A, NEMA-1, FUSE RATING:80A CATION METHODS TO COMPLY WITH NEC AND LOCAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY 4.) NOTE:GROUNDING ELECTRODE CON- DUCTOR TO BE#6 COPPER. DC CIRCUITS - - OP. CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. ELECTRICAL LOAD SUMMARY TAG @STC @STC @ T-MIN @STC AC CIRCUITS PV-SA-1A 5.98 A DC 360V DC 583 V DC 6.46 A DC PV-SA-1B 5.98 A DC 360 V DC 583 V DC 6.46 A DC VOLTAGE MAX.AC MAX. DC PV-SA-2A 5.98 A DC 360 V DC 583 V DC 6.46 A DC TAG POWER RANGE CURRENT CURRENT - PV-SA-2B 5.98 A DC 360 V DC 583 V DC 6.46 A DC INV-1 5000 WATTS 211-264 VAC 22 A AC 30 A DC PV-SA-3A 5.98 A DC 270 V DC 437 V DC 6.46 A DC INV-2 5000 WATTS 211-264 VAC 22 A AC 30 A DC PV-SA-3B 11.96 A DC 270 V DC 437 V DC 12.92 A DC INV-3 6000 WATTS -211-264 VAC 25 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Randy Fairhurst C- 7i ® IC 360 Wiggins. Lane ° Greenport, NY 11944 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: FRHST-3LD1 Revision: 1 Revised: 7/21/2015 fi �i €i trr if .., ,,,, .,'� r r'�: ,. 3 ��a zy x .':»Y� +J F ; i'Y 1'�.. ` ' :,. :,.O',_'tt )a,�I >°1:r .SS ,�( ¢ . _-4' q DCA,'A „ I!. ^, 5 � 5 t0(pn'i;t -0,1,e- I F €(nor c-0 _, 7> ,t:-1O`T, '0�''' F. �; �s d''-f'., l Jg ! CC rxa :.2• ^� e8ap 1 4,,,,,,i.• .' ' t,', 1 i",4,,, . i 3 ° , '`;r 1t F ga ' . `4 ° f CCCC ��� ,'t ' ▪ 3 sMM .,, 't ` m•" i THE WORLD'S ONLY -,,,, ;.1; . 11 t , tt . ° ° i 41> i trtekgin°„, ' t o �0n 0 .. - „ aa eo, s .,,., Certified Innovative `. Powerful i Flexible • UL 1741 and 16998 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 ments of NEC 2011 690.11 •Shade management with Optarac •Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL—US / 3800TL—US /4000TL—US / 5000TL—US / 6000TL-US / 7000TL—US / 7700TL—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 OptiTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power 4Q0,tNTN,e, 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. o /4, k9!M P0R'��O Sunny Boy 3000TL-US Sunny Boy 3800TL-US Sunny Boy 4000TL-US , Technical data ; 208 V AC ; 240 V AC 208 V AC ', 240 V_ AC 208 V AC ' 240 V AC Input(DC) ' Max,usable DC power(@ cos iP=1) -3200 W4200 W . 4200 W Max DC voltage.. 600 V - _ . 600 V 600 V ` Rated MPPT voltage range ' 175-480 V r 175-480 V . ' 175-480V _ MPPT operating voltage range125-500 V __ . 125-500 V 125-500 V Min_DC voltage/start voltage125,V/1.-45V," : - .125 V/150 V-_ _- 125 V/150 V Max,operating input current/-per MPP tracker _ _ _ _ 18,A/15A 24 A/15 A_ . _ _ _ _ _ 24 A/15 A ' Number of MPP trackers/strings per MPP tracker2/2 Output(AC) AC nominal power ,_ -_ 3000 W 3330 W 3840 W • 4000 W- _, ,,.� _Max.AC apparent power __ _ _.___, 3000 VA 3330 VA ,-, 3840 VA 4000 VA Nominal"AC-voltage/adiustable 208V/*_ i 240 V,/*_ 208)1%0 _ 240.V-/* , 208 V/• '2461/.41 AC voltage range ._- 183-229 V, 211-264 V : 183-229V 211 -264".V- .183-229 V, ;,_211 -264 V Ac grid frequency;range ,_- _- ' 60 Hz,/59.3-60 5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz , Max.output current _. ._ 15 A 16 A .0",.'.k ,__ _ _ Power factor cos1 1 Output phases/line connections 1/2 I/2 _ 1/2- • Harmonics__._._-__ ._ __ _.__._<4%_ _ _ _ <4%._-_ ___. ___.._. _.__._<_4°f ______ ._ Efficiency "Max.efficiency . — -_-_ ._ . ... _ _. . - 972°h,. 97.6% ' 972% 97.5% _97.2%_" 97.5,%__._ ,CECefficiency_ ^._. 96.5% 96.5% 96.5%_, 97.0% 96.5% • 97.0% Protection devices DC disconnection device ' •__ DC reverse-polarity protectionm - _ e Ground fault monitoring/Grid monitoring , •/• - AC short circuit protection * _ ' All-pole sensitive residual current monitoring unit, _ • _ Arc fault circuit interrupter(AFC!)compliant to UL 16998 • Protection class/overvoltage category _ I j IV General data Dimensions()kJ H/D)in mm(in) 490/519/185 (19.3/20.5/7.3) DC Disconnect dimensions(W/H/D)in mm(in) , 187/29f/190 (7.4/1 1:717,5) Packing dimensions(W/H/D)in mm(in) 617/597/266 )24i/23.5/10,5), - DC Disconnect packing dimensions(W/H/"D)in mm(in) 370/240/280 (14.6/9.4/11.0) , Weight/DC Disconnect weight24 kg (53 lb)/3,5 kg {8 Ib) Pocking weight/DC Disconnect_packing weight,. - 27 kg (60 Ib)/3.5 kg (8 1b) - Operating temperature range ,i -40°C . +60-_°C (-40°F ,+140°F) Noise emission(typical) - 5 25 dB(A) '<25 d8(A) - <25 d8(A) Internal consumption at night - - -•, <1 W <1 W .- <1 W Topology- Transformerless E Transformerless Transformerless Cooling - Convection, Convection Convection „, Electronics protection rating- NEMA 3R NEMA 3R __ NEMA 3R , Features Secure Power Supply _ e e e Di splay:,graphic_ . • _ _`, _ _. f Interfaces:RS485/Speedwire/Webconnect ___. ,._ O/O m _ o/o Y o/o Warranty'10/15,/20 years__ . e/o/o • ej0/n_ _ •/o/o. Certificates and permits(more available on request) UL 1741,UL 1998,UL 169913,IEEE1547,.FCC Part 15(Class A&B), A C CAN/CS22 2 107.1-1 NOTE:US inverters ship with"gray lids _ Type designation SS 3000TL-US 22 "'- _ SB 3800T1 US-22 - SB 4000T1 US-22 n' ,, 1{ 'Y i Efficiency curve SUNNY BOY 5000TL-US-22 240Vac1 Accessories 98- .--_ __ .. .. .,........._......._ ...... _._f,...,. -__- .�.._.�... .... ....- .- m .' .... ...1.. 1 , Nis , 5 d treAN bconnect 85485 interface 5.10 4d- _. d �•r..,--;-:_.__-. ................ ...r..-.- - -' interfo C&U � .......'... SWDM-U5-10 94- 92 _. - r _. - -� si � E Pan lit for SB 3000/3800/ m- 90 ! '-•• - ___ ! ..- 4000/50008-US.22 1++ j f PANKIT02-10 Eta LEI - •• EIa V.,M ' 00 02 04 06 O8 10 ' C 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 7000TL-US Sunny Boy 7700TL-US 208 V AC 240 V AC 208 V AC ' 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 5300 W 6300 W 7300 W 8000 W 600V 6.00V 600V 600V 175-480V 210-480V 245-480V 270-480V 125-500 V 125-500 V 125-500 V 125-500 V 125V/150V 125V/150V - 125V/150V 125V/150V 30A/15A 30A/15A 30A/18A 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 7000 VA - 6650 VA 7680 VA 208 V/* 240V/e 208 V/• 240V/• 208V/• 240 V/_• 208V/e 240V/• 183-229 V 211 -264V_ -183-229 V 211 -264 V . 183-229 V 211 -264V 183-229 V 211 -264V 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz J 59.3-60 5 Hz '60 Hz/59.3-60.5 Hz 22A 25A 292A 32A . 1 . ' - 1 1 1 1/2 " 112 t/2 1/2 <4% <4% . <4% . _ . _ <4°.c 97.2% _ ' 97.6% 97.0% 97.4%_ ' '96.8% _ 968% 96.8% 97.3% 96.5% 97.0% 96.5% 97.0% 96.5% 96.5% 96.5% 96.5% _ _ _• . •1s • . -- - I/IV 490/519/185 (193/205/7.3) ' 187/297,/1,90.(7.4/1 1,7/7.5) 617/597/266 (243/23.5/105) - 370/240/280 (14.6/94/1. 1.0) _ 24 kg_(53 Ib)/3.5 kg (8 Ib) _. - - 27 kg (60 lb)/3.5'kg 18 Ib) -40°C . +60°C (-40°F.,.+140°F) <29 dB(A) _ <29 dB(A) <29 dB(A) <29 d8(A) ` <1W _ <1W <1W <1W . Transformerless Transformerless _ _Transformerless Transformerless Convection Fan __ Fan Fan NEMA - _. NEMA3R NEMA3R NEMA3R .. O/o O/O 0/0 0/0 •/0/0 - - - s/9/O - •/0/a ••/0/0 UL 1741,UL 1998,U1_16296,IEEE 1547,FCC Part 15,(Class A 8,B),CAN/CSA C22 2 107 1-1 SB 5000T1.-US-22 SB 6000TL-US-22 SB,70,0031.-US-22 SB 7700TL-US-22 f, . z £ a, � , ' %,". More efficient Shade management Easier ''I 1: ' x Secure Power Supply Broad temperature range Flexible commumcahons 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/7700TL-US are transformerless than high performance and a large graphic m inverters, which means owners and installers One of many unique features of the TL-US display. The monitoring and control options 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 m= inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable inverter under a number of conditions. powered home SMA's solution provides and one that can be monitored on Sunny '''.i daytime energy to a dedicated power outlet Portal from anywhere on the planet via an z Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection. Whether communicating E-1 been - 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 x 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 ;E requirements of NEC 2011. Wide Power Class Range irk 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 N .r F its transformer-based counterparts, making maximize a 100 A service panel or trying o OptilracTM Global Peak, SMA's shade- it easier to lift and transport. A new wall to meet the needs of a larger residential PV e tolerant MPP tracking algorithm, quickly mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure adjusts to changes in solar irradiation,which makes hanging the inverter quick and easy.A Power Supply has you covered Its wide =- mitigates the effects of shade and results in simplified DC wiring concept allows the DC range of power classes—from 3 to 77 kW— a` higher total power output.And,with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any v trackers, the TL-US series can ably handle saving labor and materials residential application.The TL-US series is not complex roofs with multiple orientations or only the smartest inverter on the planet,it's also s „c string lengths. The 3800TL-US and 7700TL-US models allow the most flexible. installers to maximize system size and energy 'it An extended operating temperature range of production for customers with 100 A and 200 -40 °F to+140 °F ensures power is produced A service panels. _ Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC =w . . •.-SUNP� ` . ER • E20/327SOAR PANEL . 20% EFFICIENCY20 ;• . ise , SunPower E20:panels are the highest `'1• , • I ilL _"1 i ` . ; efficiency panels on me market today, SERIES providing more power in the same 4-"---`'"'""" —1.-- —"--"'* , amount of space * . + . MAXIMUM SYSTEM OUTPUT i M1. t Comprehensive inveler compatibility , •.. 1 f• :•:, I •.•' • € ensures that customers car pair the highest- j� efficiency panels with me highest-efficiency 1 rI I 1t inverters, maximizing system output - I 1 • REDUCED INSTALLATION COST it More power per panel means'ewer panels f � per install. This saves both time and',money. RELIABLE AND ROBUST DESIGN SunPower's unique Maxeon''``ce'I THE WORLD'S STANDARD FOR SOLAR' technology and advanced mod,ale r,�� M1 design ensure industry-leading rel;abil;ty SunPower E20 Solar Panels provide today's highest efficiency and performance Powered by SunPower MaxeonTM cell technology, the E20 series provides panel conversion efficiencies of up to 20 1% The E20's ' low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt SUNPOWER'S HIGH EFFICIENCY ADVANTAGE ..—,--- ------.:4-, ,....1-- , ''',Iritik,"—i, '''..10'-'---;, --- 15% •-•414 4r1::':_ -I 4,14:4,42 ....+"' E " ` THIN FILM CONVENTIONAL E ���� EIR E�0` E ' CELL SERIES SERIES SERIES TECHNOLOGY ' ' su po orcorp.com Paterred al-back-contact solar.:ell, crosiining,ttie indr.si"y's nig es• eRciency aria•e'iabil by C®US • S U N POW E RME20/327 SOLAR PA\EL MODEL: SPR-327NE-WHT-D - ELECTRICAL DATA ° I-V CURVE Measured of Standard Test Conditions(SIC).urcd'once of 1000W/,P.AM 1 5,end cell•emperotore 25°C Peak Power(+5/-3%) Pmax 327 W 7 '.Cr3i4%m`cf5�'C -. _____ _ _____. 6 1000 W/m= i , Cell Efficiency ti 22 5% I 5 -_- Panel Efficiency rt 20 1 a 8001V{m2 w 4 Rated Voltage Vmpp 54 7 V 1.-. Rated Current Impp 5.98 A 2 CJ'vl'nrx Open Circuit Voltage Voc 64.9 V 1 200 W/m'; Short Circuit Current I5e 6 46 A I 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 -— -- ' Voltage(V) Temperature Coefficients Power(P) -0 38%/K Current/voltage characteristics with dependence on irradiance ana module temperature Voltage Mx) -176.6mV/K Current(I5C) 35mA/K - TESTED OPERATING CONDITIONS NOCT 45°C+/-2°C: _ Temperature -40°F to+185°F 1-40°C to+85°C) Series Fuse Rating 20 A __ __ GroundingPositive groundingnot required Max load 113 psi 550 kg/m2(5400 Pa),front(e g snow) 9 w/specified mounting configurations ' MECHANICAL DATA 50 psf 245 kg/m'(2400 Pa)front and back (e g.wind) Solar Cells 96 SunPower MaxeonTm cells -- --_ —._ _______. __ ______.______ _< High-transmission tempered glass with 1 Impact Resistance Hail- (25 mm)at 51 mph (23 m/s) Front Glass j anti-reflective(-AR)coating - Junction Box IP-65 rated with 3 bypass diodes - — - — -- Dimensions-32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties 25-year limited power warranty I 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 25 i_ 451 - w.'ww te'— I MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES I--2k 511(2212( •- '3•`, %c, - - - l, (IN) 12X 06 6[26] 10X 04 2[.I7) 30.1,P] - ---I-� -H322'.2 69;k--- -t}230 n o 09. 1I1 i 1 1 O 0 0 0 0 0 4 • • 4 ' II O 0 0 0 0 0 0 • • • 4 — vk 0 1 oo. O 0 0 0 • 0 0 0 • • 4 BOH :_ I.II:(IO -._..----- ""'' O 0 0 0 • 0 0 0 • • • 4 ENDS r, t i O 0 0 0 • O 0 0 • • • 4 _1-i O 0 0 0 • 0 0 0 • • • 4 . 1 ( I ,� n ,. ,. �. ._ 1 ' — —91L[3602 I -4-t- -,---- -- - 1355 o i,' — - -----^ 46,1 81 (Al --- -"' I .-. -- 12:'0'(17 2t --- ' 1 2(471 ",i- 15351604:, - wl Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ©2011 SunPower Corporation SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks sunpowercorp.com of SunPower Corporation in the US and other countries as well All Rights Reserved Specifications included in this datasheet are subject to change without nohce Doct_ment#001.65484 ReueB/LTR_EN CS 11_316 , ,c .. ., Ira Ak., , E. ,, , _ - NE., SUINIFmn . , , , , 66"'UN I RA - i A HILTI GROUP COMPANY C " - - - M 1 • mil S, .•- - '-- ° , - -'(''' ;',„4::0Atis100--.,..,,,--;.*:00t,-tre:,.4,o,e'r--':'..-4-6e-- -'"-,i..„NV. •4...- - - -...,- „ -i ""'e, i , ,' ' ,,..`i*q..-1---40.7, , *,...-1,.. . , a51,--4,.., .--.----",- 'xi% - (44- --- ' ''"t" ;:fk74. ...-.44: :',3-061,-;.!•-==fitit.:7...14, ,,A,t.";-: it*.; a',,ISI'-',A:-'',, .°*,.,:-•,;' ' SI'''-4‘;',.'it'""'0 4,01fel--- A-4,-- ..7,4442,---,.- 41r., - '' ,.....--..,v:'...7,0 ' -:°.''',•tzV144.(1A,P--$1.**1')- . 4,7ip,"'"ir40 tle'..^, ?;-.!,i"3:r: '.''-:;,, :; a..* :',..1%,1-11''',•,.:A :, .-„:0S0----: ' -/11\ -‘ 44.4:40%/V1' •,- ..4,'.,;‘''' * -1,, ;t:'''' .',',.., , ,.'.., - 0. _ '''l •' , 'Ad gliierOrat" 4^` , r ,v,4- ,,„vr,#.1' .:;„... .„.'," ---4 ,-,-",.. .tir„...-.... „,,, „ ,... „ ,,, .,.,, . ,.. ,..., i4,10-,-1-44,Aligi4;?4-,-Int 1..11: :,,,A,04',- or-421, ,..0.,,,ok-4- florkt- ,0-',W '4Vr "1-13ett4 i , ,,.014 tt.li-4tle ,ovtts'41”: ' "4-4. ;$;","".;,0: t:".(f•P‘ :' ,,',...Vr7...-.A.kt1-1 "/"'-'-‘,,,4% " .1'l'.**----"' - — i It:44,11i4.-lgiiik:-.PlitiFt.,,,,-'-'":-::. "-,',01.,,'"A-OP,A „0--...s:'''' ',P4'..:0* :"01: 10'''''', '-• *'''''4"' , ,^4412:-. .."7:::-1,r;"• 4'1,,,,::'7,,';',-.11.:',. .; `,...,r1',':,' _^,- ' % ' -...'.''',,,,'-r:',"'- '• 'A'''^I',.,..„,', --,4 '",,%,.":‘r,,,„-'...,-.,..,„a...!:,.,s-,-.,e-..k-.4-;:,-?1.t*,Z,4,?"h,-).t=,.,,1..'.'4i,.*,"4.,.,,*.,,.,,k..,,.'N,,v,:Z,,,.,,,4-i.„-Ce,5„..,;.,,‘-7„Z-3),.."q,,„,t,,,g,4-.e.t„.,`..".,..,.v,.1t.-iW„4„i:t1s^-4e*,t...,.,,.1,t,,r-1,.,,,-.,.,,4,1,,:,,,4.,-i.,,.,4,t>0.,::7..,-0,Nt.,-.,,4r4*e-,w1.:e-,.,,,;t,X.,V.-4,.,..-o.,.E1„.1:-.,','.44,e..,4,,.-1-V4-e.-3..-.4,,,,'0,_..::0,`.i.."‘-,.-,...._i.4-.,,A:,-."..-_.-4i,1,,r.-.,4;,,,,:d_.„..t.,,?,.<,.,..,.',"..,.',.!.,,;S,.,'.,;,--1,:'I,,,--r,Ze1,-'e,.l,,.,-s,Is,,-1',,,s'.„'-,."r,„.','t.:av-.,'r'',-e,,,'1-,,,'"1-k,-;1‘t,-.,-.-,-„-;,.,,,.t„.'„,g7,_e.-v--t,,.7,,4:,-,t.,,,-,,;e,v.,.*'o--a'..,:.1-.41•-0,,,f1-4.,,5'..-..,,,:„4P-„--,4*.;.,..-.f.:-,.,r.-*...'4,,.-""-'--%-.-4"21---,„L...,-,--,,:"P-„.--.,.”!,.;,.,.,-.,..."0,"-_..,,-.,,„-''.,-..,_t7.,.-4-4'.,.,,,„-..4.-.,r..,t,1,--.ti.-.i,'.`.-r„1-,5t„',,a,,,,"As•-4,,-v--4,%:.2,,,.,,-.7,,4-.v.-4.,-.'.'"'',-'t•4z"--1;..*',i*:.W,,,.,,--,:•,.-;-„•'V-t,-.,e,t,-H,-,0-,,,-„,,"4.,-'-A,--'-,g".a,,,;,,,,.,,.;.,SZr.7,.:.'.,,-.:,4.W.L..r4t-„4.i,i,r1tO-,40e.*,'.a^i,,,../,,,,'.,1ti-.*.S`'-.'-a`.W=,.4-4-a---:"l,,;A--`:,..l,U-./f7uA..,f,,z.,,3,t_7f'.V.<:^r'.-'I'0,..',..4'.:'•:_-4:.'i..t' 4',"', V''- ,5-\ 47-. 4 *sw,, . — /- - -! i - 77 - e - IVS3 0 - _ .A , - ' ' '3 * 7 -4 V ; e - '," .l - . :‘ 7: gr . - ' i.-,..,lr„''1,-'--.„z,-,j,-•'i.1..%,5:"i,Ak,;,-„,.,-„',f,_:-,,,-rf:';;,.'a4-;,-';A',:"-"4-4.s'',,.,A,'45,i'e,:,t.,;',.4,',..:1„i',.:-'.-,r,.„,.,'%1'*„2i6'-9, •%1/4c\:--.,...;:%,..:---jiA4.,,la, ,T..z-,'P.'.' '.:4,t-=>,, ,,* .-, '44itnei;41-0--,."---1,,,,,,,74",„....- '?,--,--..-.t.-f'',..,*444114,.,':',,,, ,,? ',',:i.-;,- oikA''' :-`-:4:_t,', "-Se:::,Y.‘,„pei.:;A4.i';'?:0V-V': :>4' `''',,*4'A'li,',,-;;,:7 •.'r'!.',-, . ,,„.., ', ''., *:,,l4r,-,,,,...4 .% ° ';:'!fjP4,1 '' ;:ft,',*•.:.."1 :::' . ; 4: 2-:Zi"'`,tiliP''',V.: ,'^, f,X,„".,.,) ,1^,;,,),,, V;:1^ :<:,..,,,,... -,,,,' ''.'4"7 '''',..?0 SLF:X74,T.., --C,,4'270 ."''`,,,,,,i,:,;.,:4„,24,4*;',AV:,,6V44,e 4.,,„,,;>..4,"4:,-;,y,;_ -..,7_,- ‘`.T' ?;,‘•:q,„-1 \\.,k f...,, ,o :4,,„--z;,-..,,,,,...,-,,.. .q.,,,,,,,.-.,,:-.4„-. . ,:t4,'''',‘'A. '''..^;•'''''''''',44*,'''-”.''414W,”V',I '4.4741V74"'%1,4i4Li4''' r ''',:',U7.1 ,'` ''''f'' r2/- ny'lK''':i•-•.;?P' `,'.,, ,--.A.g.,,,,'"- ;;,,,-., '7.4 -.,.:',7?"-:-.,..14-.:,':,.,',.7.,,," ;.'-i;,',7 'At --4 . -"" ,-* -47(”- * 144t...-c --4.,,, „ ','0,:,Y'47=',/ ”-; , -',Aar-, --- ' •—,,,,, ,,-.. -,,,,: ., . -,--11:;,.. ',;:' -, ---4-4,..:-•,•.N.,, --.:77-, ,i-,--.„,„, , 4, .; - ' - ,T,- -1. -, . ---- f..- 4,t,V7, re"/-f -*----,-,.1„,.. ' `',- .m''-.1.-.`,,:'•0.^' '“A,•,:.-..- '-„. Oira.1 ,.”''.,^,^ "A.;-' 1, , ",e -, ' ,k-, 4r^l',,,,A,„4,.. .% / ''7 '•,- ,'^-" 6, 'i• '' i.-,- ', -.', - --V, 0 ' r-/-J.' i‘‘ii!',„7*••:'-',-' ./.‘4.,...xt*Ce-,' ` . ''40., ''',,' .- ,, "a' `1,-,,,,4. 'a 1-0 r V:• 4 1 t '0 ,,,• 7,-.....,,42''-4,,'`4, 54-t,'t ' _y, ',, y", q.:A4.:,,' ..- ----4......./4-. .-,--...., .--...,.,,,.,,.. ,, , \ ,...... .,;,,,,,., , 4 ,, ' ,,, '4114 '''4174'.^, -4, ' ,",-.,.,"- ,, ',',=',,v,•t, •Klt,,,,... tA .,-,,,,,.., , '' -'..44,4,1",..- v• 1;;;%.*'... •zik. , ,,.....,- .,..,.*- .;‘,.,!!..P.,*..:, -- -"..--z.,,,•• :3*-.-,4,,.... 4'''' .`;`,04'• f'dXt.' .''.cr.. ;A°",,-:.,. •re*, ' . 44,,,,. ..,--'''.1;,,s,„'4,,,,4,:::s 'le*, ,., •"e':-".• ',404ty4 4„,lt,„„4,,,:`,7,!,,f.„ ;ser/&„,,":,43k—',,,..,,!; ,,v,A,p„,,,,xt-EL.,i , - ,,,,', • - ,.-•,...',y, 1, ::e:' -'•-•••,,,, " fi, ,Vt,V - "Ne"-, ',tar 4i,, “ Air, 0.41. r / -i,,, ,,, ,e '14„ 4". t'.."AA,' Ne` ' -aTIV,2t.' i,i,. '''' ''',,,'re.,':,,44,sii0A...0 -" A,- •••:,,,C", ,,-.-.,,,4.,,, . , IIIII r11) et" Table of Contents - Code Compliant Installation Manual 809 .• i.Installer's Responsibilities 2 0 Part I.Procedure to Determine the Total Design Wind Load 3 Part II.Procedure to Select Rail Span and Rail Type 10 3 . Part HI.Installing SunFrame 14 1 ' Pk) M C I Pi) MEM , 1 Pub 15JAN01-1cc E'i)201,4-15 1 Unita.,Inc i. All tights ieseivecl I Umrac welcomes input concerning the accuracy and user-friendliness of this publication Please write to publications@tmirac.com. i di UN I 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, and visible components match clear or dark module frames. SunFrame products,when installed in accordance with this bulletin,will be structurally adequate and will meet the structural requirements of the IBC 2009,ASCE 7-05 and California Building Code 2010(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 24). A. The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; • 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 1r UN I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05: The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2009. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the Simplified Method,for calculating the Design Wind Load for Pnet(psi)=i1Kzd pnet30 pressures on components and cladding in this document. (psf)pnet =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 building 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. pnet30(psf) =net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30 ft,I=1.0 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in the last 50 years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height forpitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 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 mI U N I RAC Unirac Code-Compliant Installation Manual SunFrame .Nts rr% x4�* 4 *0mil rwit , 44 90i4oi 'irl �f X116* r4f 100(45) 4X.�38 m 85 p) igt ♦ ;i►. ' t,iwict% l�it , M, 110(49) lip 4, II[* • Ii, • z MpPVt&f WI's- vitt m'' 'fr,°✓- 120(54) it pink 4 iipq Au in Trevo—rdnestrai raw. Folov4 ,""°90 nip :11: hi w« t_l1 l r„_ ►r,,,,,,?,.'ffr tr a2 1a (40 m �1 r # � •� r; ,u gAiztr. »t,v ; „Vi �a//, /S}�,�" �>�Il;�rrMtllll rt��■[Mw � �M�!rx-� kt«�s"�trRrt"'i�,/,�{,►c„<�tlt'�����#�,►���7`,�,+4 ilik iY'lik ,�,.° 4.1 A* i >af •[_tilt//I s ultx"r"""sk`a+lost c!'�"i^fJ" yr �i -_`A f tYS rr + � R+.� i ��im, Mir 1t; tt sdeme y ailittptriitot:su"+ �i tt fiva 1 ) r r>tt � �1�jf `.'.alt! r.`xf►.� .'w�m'�.�""t'``�Xv�'.'8'1` 1.�'It 58 "A1/11:, I� ."sfita 11 11,Pl*rxt�i�t"�t kaft �.ir y,. Mt r.w w-. Ctt•w x t• r •+ ♦ 1� /88y o.— wit .i^, ■ ��� y.r �ITr` 411( )aq►watJlifillitif ■tint ■t`R 40.0e4z.rimilittivitmosititsto,:v,t„�'_•r+rt+t�:� � r ij.tI�4s�s xi✓w'r�„�M'�r/I. YMltiti�l � �'�T lr�i*i?.w _,ri r~r+r✓ ar r 1..,. tz xt Miles per hour r� atwsrs tr -sr,;� 1.17 s ti;,;ii ggitta %e'«t►�.`��l < (metersper itatr�pw � �1.)•.�r.J,rll � ,r �,.•€,' second) --,Iiii� >#s4Mt i-str.,:#% f 11 lt+•.R..o." -,,..,ff-4 7}•t �rt �v,-,. 0;, iw .'�` `*r �t�i 130(58) Figure 1.Basic Wind Speeds.Adapted and �lea�.•04004.4.,r%-...-- 0!.."..-41, �i.e'6 applicable to ASCE 7-05.Values are nominal ��at�4f;f�+r' 1�1 140(63) ,4 )ti 140(63) design 3-second gust wind speeds at 33 feet rl #'=P' 63) i ( ., iii' above ground forExposure Category C. Ilrir/TC; ,Mita 150(87) g rY Vlitut ;11a ``$ , ) 14,I, € Spaniel wird Region >_< 90(100(45) 130(58) 110(49)120(54) Step 3:Determine Roof/Wall Zone: The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Setback Length,a(ft), according to the width and height of the building on which you are installing the pv system. Table I.Determine Roof/Wall Zone,length (a)according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 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 10 123 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. Page 4 SunFrame Unirac Code-Compliant Installation Manual 'U N I RAC Step 3:Determine Roof Zone(continued): Using Roof Zone Setback Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs ,v.). L .N\,,,,,,, Flat Roof Hip Roof(7° < 9 <_ 27°) .e-'":,;,;"-'''''' ''''.'°,,.<:" ter' .---v✓., .„r•"� ".-Y `,y0 . . , a ✓ s : ' 1 : �l a✓ a O � ` ax.: .a • Gable Roof(A <_ 7°) -,✓ Gable Roof(7° < A <_ 45°) :::j tea`' /� . ! < ›\a " j a " J`a air s a ' ',,,,Na e• Interior Zones ," End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 L „,. Roofs-Zone 2/Walls-Zone 5 j , Roofs-Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine Net Design Wind Pressure,pnet3o(psf): Both downforce and uplift pressures must be considered in Using the Effective Wind Area(Step 2),Roof Zone Location overall design. Refer to Section II,Step 1 for applying (Step 3),and Basic Wind Speed(Step 1),look up the downforce and uplift pressures.Positive values are acting appropriate Net Design Wind Pressure in Table 2,page 6. Use toward the surface.Negative values are acting away from the the Effective Wind Area value in the table which is smaller than surface. the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Page 5 ;;i U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.poet30(psf) Roof and Wall Basic Wind Speed,V(mph) 90 100 110 120 130 140 150 ' 170 Effective Wind Area Zone (sf) Downforce ,Uplift Downforce Uplift Downforce Uplift ,Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift e , I 10 5.9 g-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 I 20 5.6 -14.2 6.9 -17.5 j 8.3 -21.2 • 9.9 -25.2 11.6. -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 d I 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 Ea 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 F 10.5 -43.5 12.4 -51.0 14.3 -59.2 1 16.5 -67.9 1 21.1 -87.2 O 2 20 5.6 -21.8 = 6.9 -27.0 1 8.3 -32.6 € 9.9 -38.8 1 11.6 -45.6 ` 13.4 -52.9 15.4- -60.7 19.8 -78.0 2 50 5.1 -18.4 ' 6.3 -22.7 17.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 c 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 ce• 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 1 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 11 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 -15.8'3 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 I 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 iv 1 50 63 , =12,5 1 8.2 -15.4 10.0 ' -18.6 I 1 1.9 -22.2 ' "13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 to I 100 5.9 -12.1 : 7.3 -14.9 i 8.9 718.1 10.5 -21.5 1 12.4 -25.2 14.3 -29.3 16.5 -33.6! 21.1 -43.2 w 2 10 8.4 -23.2 J 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 C4 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 13 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 1 13.9 -39.4 ' 16.1 -45.7 18.5 -52.5 23.8 -67.4 2 100 5.9 -17.0 1, 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 r2 3 10 8.4 -34.3 F 10.4 -42.4 ;12.5 -51.3 1 14.9 -61.0 17.5 -71.6 20.3 -83.1 233' -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 1-89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 j 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 1 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8, 21.1 -96.0 I 10 13.3 ' -14.6 = 16.5 -18.0 :19.9 -21.8 ,1 23.7 -25.9 1 27.8 -30.4 32.3 -35.3 37.0 '-40.5 47.6 -52.0 I 20 13.0 -13.8 16.0 -17.1 `19.4 -20.7 E 23.0 -24.6 ' 27.0 -28.9 31.4 -33.5 36.0 -38.41 46.3 -49.3 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 L.• 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 v 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 �v 2 20 13.0 -16.3 1 16.0 -20.1 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 $ 2 50 12:5- -153 '1 15.4 -18.9 I I81'6, -22.9 ; 22.2 -27.2 ' 26.0° -32.0=° 30.2 -37.1 `34.6 -42.5 44.5 -54.6 N 2 100 12.1 -14.6 ` 14.9 -18.0 '18.1 -21.8 ' 21.5 -25.9 f 25.2 -30.4 29.3 -35.3 ,33.6 • -40°5 , 43.2 -52.0 0 3 10 13.3 -17.0 16.5 -21.0 19,9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 cc 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 I/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 -19.5 21.8 -23.6 ' 25.9 -28.1 30.4 -33,0 35.3 -38.2 1 403 -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 -213 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 3 4 500 10.9 -12.1.,1 13.4 -14.9 ;,16.2 -18.1 - 19.3 -21.5 22.7 -25.2 26.3 -29.3 :30.2 =3'16 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 -27.224.7 -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 I''„ 15.3 -18.7 ;18.5 -22.6 i 22.0 -26.9 ' 25.9 -31.6 30.0 -36.7 ,34.4 -42.1 ` 44.2 -54.1 5 500 10.9 -12.1 i 13.4 -14.9 :16,2 -18:1 1 19.3 -21.5 22,7 -25.2 26.3 -29.3 :30.2 -33.6' 38.8 -43.2 Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p 42-43 Page 6 SunFrame Unirac Code-Compliant Installation Manual :!UNI RAC Table3.pnet30(psf) Roof Overhang Effective Bas¢Wmd Speed,V(mph) Mild Area Zone (St) 90 100 110 120 130 140 ISO 170 vi2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 y 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 10 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 r 4o.1 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 0 3 50 -17.3 . . -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 ce 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 d 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 ' F. 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 a0; 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 r. 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 rl o• 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 n 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 o cc 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 d 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 ao 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 „d 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 Q 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 o 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 cg 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kat: For the purposes of this code compliance document,the SURFACE ROUGHNESS C has open terrain with scat- Topographic Factor,Ka,is taken as equal to one(1),meaning, tered obstructions having heights generally less than the installation is on level ground(less than 10%slope). If the 30 feet. This category includes flat open country, installation is not on level ground,please consult ASCE 7-05, grasslands,and all water surfaces in hurricane prone Section 6.5.7 and the local building authority to determine the regions. Topographic Factor. SURFACE ROUGHNESS to has flat,unobstructed areas and water surfaces outside hurricane prone regions. Step 6:Determine Exposure Category(B,C,D): This category includes smooth mud flats,salt flats,and unbroken ice. Determine the Exposure Category by using the following definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the The ASCE/SEI 7-05*defines wind exposure categories as local building authority. follows: SURFACE ROUGHNESS B is urban and suburban areas, wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 IP U N I RAC Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine adjustment factor for height and Table 4. Adjustment Factor(A)for Roof Height& exposure category,A: Exposure Category Using the Exposure Category(Step 6)and the roof height,h Exposure (ft),look up the adjustment factor for height and exposure in Meanroof B C D Table 4. height(ft) 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I: 20 1.00 1.29 1.55 25 1.00 1.35 1.6I Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,Pnet(psf): 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by the adjustment factor for height and exposure,A(Step 7),the Source:A,Chaps 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)=AKzd pnet3o Pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factorfor height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet30(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 2009,ASCE 7-05 Variable DescriptionSymbol Value Unit Step Reference Building Height- -- It ft , ., .: Building,Least Horizontal Dimension ft Roof Pitcb . de8rees_.._._..: Exposure Category 6 BasieWind speed:' .. m............: V m0:71771.7: I __. ._..._._ Figure l:_. _i Effective Roof Area sf 2 Roof Zone Setback Length ,..,___... a ft . . 3 ,. Table I` ". Roof Zone Location 3 Figure 2 Net Design Wind•Pressure .--�c...: Pnet3o _:.,_:..._ .. ._„_.':._. p .. .... _ u...... ' Ta.____ ..b e 3..,, Topographic Factor Kzt x 5 Adjustment factor for height and exposure:category' A, ;µ_ „ x7_ ,;_„,'_ ,_. Table^4 Importance Factor I x 8 Table 5 Total Design Wind Load.. ...._.:._...... page 8 SunFrame Unirac Code-Compliant Installation Manual :11 UN I RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- wrth Basic Wind Speed,V= glans with Basic Wind Category Category Deslaiption BuildingType 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 I listed in Occupancy Categories I,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial- Day Cares with a capacity more than I50 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 2009,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 11:UNIRAC Unirac Code-Compliant Installation Manual SunFrame Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology: The procedure to determine the Unirac SunFrame series Step 1:Determine the Total Design Load: rail type and rail span uses standard beam calculations and The Total Design Load,P(psf)is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1(ASD Method equations 3,5,6 and 7)by adding the Snow are based on a simply supported beam conservatively,ignoring 1 s from Part I Ste the reductions allowed for supports of continuous beams over Load ,S(psf),Design Wind Load,pnet(P P multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is The beam must be sized for uplift,downforce and side loads. dependent upon the following: Use the maximum absolute value of the three downforce 1.Obtain the Snow Load for your area from your local building cases and and the uplift case to size the beam for uplift and official. downforce. Use the side load case to size the beam for side load.Use the uplift case only for sizing lag bolts pull out 2.Obtain the Design Wind Load,pnet. See Part I(Procedure capacities(Part II,Step 6). to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf) =1.0D+1.051(downforce case 1) 3.Please Note:The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for P(psf)=1.0D+1.0p.(downforce case 2) illustrations. 4.To use Table 8a and Table 8b the Dead Load for your P(psf)=I.OD+0.75S'+0.75pR,L(downforce case 3) specific installation must be less than 5 psf,including modules and Unirac racking systems. If the Dead Load is greater than 5 P(psf)=0.6D+1.0p,,e, (uplift) psf,see your Unirac distributor,a local structural engineer or contact Unirac. P(psf)=sin(roof angle)D+sin(roof angle)S (side) The following procedure will guide you in selecting a Unirac D=Dead Load(psf) rail for a flush mount installation.It will also help determine the design loading imposed by the Unirac PV Mounting S=Snow Load(psf) Assembly that the building structure must be capable of supporting. p,,, =Design Wind Load(psf) The maximum Dead Load,D(psf),is 5 psf based on market research and internal data. 'Snow Load Reduction-The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Figure 3.Rail span and footing .4400001100 spacing are interchangeable. 4 Rai/S f \ Nt pan 0/. ., Foot space B �e i' Qecne Y a'\5 Note:Modules must be centered symmetrically on Page the rails(+7-2*),as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual : U N I RAC Table 7. ASCE 7ASD Load Combinations Description Variable' Downforce Downforce Downforce Uplift°, ° Side Units ", . Case I Case 2 Case 3 Dead Load R I0 x D 1.0x0 ' 10 x D 0,6 x D .. •' sin(roof angle)x D psf Snow Load S.° ' I 0 x S 075 x S sin(roof angle)x S Ipsf - ° Design Wind Pt ' -,— I.0 x PPp ; 0 75 x Pnet '1 x PP„ ' psf Load wg. Total Design P Sum of above two Sum of abave two Sum of above 3 Sum abovetwbSum above two psf , Load P numbers numbers '• numbers number`s* numbers Note:Table to be filled out or attached for evaluation. Step 2a:Determine the Distributed Load on the rail Step 2b:Determine the Distributed Load on the rail based on uplift and downforce,w(plf): based on side load,w(plf): Determine the Distributed Load,w(plf),by multiplying the Determine the Distributed Load w(plf),by multiplying the module dimension,B(ft),by the Total Design Load,P(psf).Use module width B(ft) by the Total Design Load P(side) the maximum absolute value of the three downforce cases and w=PB the Uplift Case. We assume each module is supported by one rail. w=Distributed Load(pounds per linear foot,plf) w=PB B=Module Dimension Perpendicular to Rails(ft) P=Total Design Pressure for side load(pounds per square foot,psf) w=Distributed Load(pounds per linear foot,plf) B=Module Dimension Perpendicular to Rails(ft.,see Figure 3) Step 3:Determine Rail Span/L-Foot Spacing: P=Total Design Pressure(pounds per square foot,psf) Using the distributed load,w,from Part II,Step 2,look up the allowable spans,L,for SunFrame. There are two tables,Table 8a for uplift and downforce and Table 8b for side load. Look up the allowable span for uplift/ downforce from Table 8a and side load from Table 8b. Span for the system will be the lower of the 2 appropriate values from Tables 8a and 8b. Table 8a. L-Foot SunFrame Series Rail Span (uplift and downforce) Span w=Distnbuted Load(plf) (ft) 20 i 25 I 30 l 40 i 50 60 80 , 100 120 140 ' 160 ' 180 200 ; 220 240 ' 260 280 I300 2 SF •SF SF SF- SF SF ' SF SF ,SF, SF SF "SF SF SF SF _ SF SF_ SF 25 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF mmSF SF SF 3 s SF SF SF < SF> SF• SF SF SF SF SF, SF SF -SF SF SF 35 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 'SF SF SF SF, SF SF .,,,PF, ,SF SF ;SF,__,SF SF,° „ - „ 45 SF SF SF SF SF SF SF SF SFSF SF 5 SF „SF„ SF SFy_,SF SF,_, SF.,<SF• SF_„„SF ,. 55 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 7 _SF _ SF SF .SF SF„ SF SF . SF < _ 7.5 SF SF SF SFSF SF SF SF 8 SF .,_SF_ SF ,SF ...SF SF SF : _. 8°5 SF SF SF SF SF SF SF 9 SFSF_,_ 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 '' 115 SF SF SF 12 ' SF SF, SF ' ° - ' Page 11 EMPU N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 8b. L-Foot SunFrame Series Rail Span (side load) Span =Distributed Load(plf (ft) 5 10 15 2025 30 35 40 45 50 55 60 65 70 75 80 85 90 2'. '' SF SF SF SF SF SF SF SF SF SF, SF SF SF ry SF, SF SF SF SF 2.5 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 : .'. ' :... 3.5 SF SF SF SF_ SF SF SF SF SF SF __ ,e� _.. 4 . 'SF SF SF SF . ,SF _ SF, SF SF SF , , _ - 4 5 SF SFSF SF SF SF A SF SF _ 5 '. ,.SF ,__SF,_-ASF -_SF SF SF SF ...__., ,,v„„ —, _ - . 5 5 SF SF SF SF SF SF 6 ,, .SF SF SF SF , 'SF SF . ,„L ... _._._.... 6 5 SF SF SF SF SF , _ 7 _ SF SF SF SF., _ _, , _ _ .. _ _ ` 7.5 SF SF SF SF 8 _ •SF SF.-. SF . ' _ . .., s_._ 8.5 SF SF SF „ „ _ ... . H .... 9 , ' SF SF _..w.... _ 9 5 SF SF _ ,. . 10, ,. :SF"ASF . ., .,..,. 10,5 SF ,. ._ , .- _ 11 SF., 11.5 SF . .. ... ...< 12 SF Step 4:Select Rail Type: Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span: spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It is the installer's responsibility to verify that the building_ multiplying the Total Design Load,P(psf) (Step 1)by the Rail structure is strong enough to support the point load Span,L(ft) (Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R(lbs)=PLB R=Point Load(lbs) P=Total Design Load(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 : UNI RAC Table 9.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 10.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 I I.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 11 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force,R(lbs),requirements. Specific S/16" 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 ay point loads calculated accordingto Engelmann Spruce,Lodgepole Pine z, (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 11.2A,11.3.2A. Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. Page *Use flat washers with lag screws. 13 • :P U N I RAC Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components: "" 0 6 © Figure 4.SunFrame components. - O o 0 r'''-1:7 *— e 7:0 .„,,,,,,:1;, ,,,,,,,,,L-:. ,,:„,i , :,,,,,,4.4.,,,,H, ----11,(3)!-- , iii;• Yo- - . „,re+ 0 Figure 5.SunFrame threaded slot rail, cross section,actual size. Page 14 SunFrame Unirac Code-Compliant Installation Manual 111 U N I RAC 0 Rail—Supports PV modules.Use one per row of modules Q each L-foot or aluminum two-piece standoff,except in plus one.Shipped in 8-or 16-foot lengths.Aluminum lowest row.Aluminum extrusion.Sliders allow easier extrusion,anodized(clear or dark bronze)to match PV alignment of rails and better snugging of PV modules module frame. between rails.Includes 3/8"x 1-1/4" bolt with flange nut for attaching L-foot or standoff shaft,and two 5/16" ©Cap strip—Secures PV modules to rails and neatly framesx 2-1/2"lag bolts with flat washers for securing sliders to top of array.Lengths equals rail lengths.Cap strips are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.Aluminum extrusion, 12. Two-piece(pictured)—Aluminum extrusion.Includes anodized(clear or dark bronze)to match PV module ® 3/8"x 3/4"serrated flange bolt with EPDM washer for frame. attaching L-foot,and two 5/16"x 3-1/2"lag bolts. 0 Cap strip screw(1/4-20 x 1,Type F thread cut- Flattop standoff(optional)—Use if L-foot cannot be ting)—Use to secure each cap strip(and PV modules)to secured directly to rafter(with tile or shake roofs,for rail,one per predrilled hole.Use an additional end screw example).Use one per L-foot. wherever a predrilled hole does not fall within 4 inches One-piece—Service Condition 4(very severe)zinc- of the end of any cap strip segment.18-8 stainless steel, plated welded steel.Includes 3/8"x 3/4"bolt with lock clear or black to match cap strip. washer for attaching L-foot. 0 Rail splice—Joins rail sections into single length of rail. Flashings—Use one per standoff.Unirac offers appropri It can form either a rigid or thermal expansion joint.8 inches long,predrilled.Aluminum extrusion,anodized ate flashings for both standoff types. (clear or dark bronze)to match PV module frame. 0 Self-drilling screw(No.10 x 3/4")—Use 4 per rigid Installer supplied materials: splice or 2 per expansion joint.Stainless steel. Lag screw for L-foot—Attaches L-foot or standoff to 0 End caps—Use one to neatly close each rail end.UV rafter.Determine length and diameter based on pull-out resistant black plastic. values in Table 3(page 13).If lag screw head is exposed to elements,use stainless steel.Under flashings,zinc 0 Truss-head sheet metal screw(No.8 x 5/8")—Use 2 plated hardware is adequate.Note:Lag screws are provided per end cap to secure end cap to rail.18-8 stainless steel; with L-foot adjusting sliders and standoffs. with black zinc chromate coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate 0 L-foot—Use to secure rails either through roofing mate- to your roofing material. rial to rafters,to L-foot adjusting sliders,or to standoffs. Aluminum extrusion,anodized(clear or dark bronze)to Clamps for standing seam metal roof—See"Frequently match PV module frame. Asked Questions..."(p.23). 9. L-foot bolt(3/8"x 3/4")—Use one per L-foot to secure 0 rail to L-foot.Stainless steel. 10. Flange nut(3/8")—Use one per L-foot bolt.304 stainless 0 steel. 11. L-foot adjusting slider(optional)—Use one beneath 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 L 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 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Installing the array: Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. • Footings must be lagged into structural members.Never attach them to the decking alone,which leaves both the ar- Aray and roof susceptible to severe damage. • A thermal break is required every 40 feet of continuously connected rail.See Unirac Splices and Expansion Joints Installation Manual for details. • There is no UGC(Unirac Grounding Clip)available for SunFrame. iS c�wecr.e-x'5 vc —., ..— ....,.,. —1,••--1201; ' Sample layout,illustrated in Figure 6 ! I Assumptions:12 modules(60`x 36"),arranged in4 rows of 3 modulesT;.._l �,_ r•—xaa Rows 4 rows"*ill.need S shared rails _ Adcy to i .ems _ Rad Array width=``180"(60"module width x 3 columns) ' ' st44) _ Madw:Oild4h Array,length:=-144"(36"modulewidth x 4 rows) +3"(1i end rail width x 2 rails) mm Roi€ . +21/4''(3/4"between-module rail width x 3 rails) - =1491/4" L t Rail ARO!WICith 1.Laying out the installation area: Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. Always install SunFrame rails perpendicular to rafters.(These Others are assembled with pan-head screws.All such features must instructions assume typical rafters that run from the gutter be included in module length. to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of horizontal. • Leave adequate room to move safely around the array during installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the rails on one side.Using the number of rows and the number of modules per row in your installation,determine the size of your array area following Figure 6. Page 16 SunFrame Unirac Code-Compliant Installation Manual : U N I RAC 2.Installing the lowest row of L-feet and rail: i�' 717,:i7.7,7,—, err u In the lowest row,it is not necessary to use L-foot adjust- ,4yo r, i` mm." ,'''`' ing sliders,even if you plan to use them in subsequent rows. ,��� �`;'- Install L-feet,in conjunction with proper flashing equipment r 4, dp, �' and techniques,directly onto low profile roofing material such 4e 4.1,,��:' r,Q; as asphalt shingles or sheet metal.(For high profile roofs,such 4' 4'f ,$Dr t. as tile or shake,use optional standoffs with flashing to raise sir ,�?" r�;' ,1 ! L-feet.L-feet must be flush with or above the highestpoint of f �°r , ' ' '`' g ts,�` rsr If/ ,yi the roof surface.) v,�r �°j ,r4, /fir �r L-feet can be placed with the double-slotted side against .r�%` re;*' ,�i'' the roof surface(as in Fig.7)or with the single-slotted side ' ' - >s;`� against the roof(which increases air circulation beneath ' ,,,'7 modules).Module-to-roof dimensions are listed on page 19 for f'f'' both arrangements. L feet f A If you are using Lfoot adjusting sliders,you must use Lag !t - // // / the short side of the the L-foot against the roof in the screw 1. / first row.See Figure 9 below. // Always'lag into slot you are using both L-foot adjusting sliders and standoffs, ®/ the Le-L-fost the bend in If ,,Wheoot see the upper box on page 18. . ' / f/ // ! 23/4 Install the first row of L-feet at the lower edge of the instal- lation area(Fig.8).Ensure feet are aligned by using a chalk f Lower edge of line.(A SunFrame rail can also be used as a straight edge.) ! / /` installation area Position the L-feet with respect to the lower edge of the roof as Figure 7.PIacement of first L-foot row. illustrated in Figures 7 and 8. Roof peak If the double slotted sides of the L-feet are against the roof,lag through the slot nearest the bend i s,V9 h in the L-foot(Figs. 7 and 8). - - - - Cut the rails to your .,' ' Utility slot for No. 10 screw array width,being sure {{..- �' „ to keep rail slots free of roofing grit or other !..,wm._ .. Utility slot for /a' s t ; debris.If your instal hexhead bolt Slot for 3/a" - 1� i. ` !fr lation requires splices, Figure 8.L-Foot footing bolt ?>, orientation. assemble them prior to , .,,�.. ,., attaching L-feet(see Footing and splicing require- � � �' ments,"p.18,and"Material planning for rails and -___ ._._ _.-___�.______ ____ __________ @ " ..~ cap strips,"p.20).Slide the 3/s-inch mounting " bolts into the footingslots. Ifmore than one splice ~ . `t.,.. ~' '` is used on a rail,slidL oot bolt(s)into the footing _ 11,,,...1 slot(s)of the interior rail segment(s)before splicing. :z ! Loosely attach the rails to the L-feet with the '" ' I „,----'"--..,<-- i flange nuts.Ensure that rails are oriented with re- >>'• l` ,-' " x`,, ,„.,,-- ,6, , spect to the L feet as shown in Figure 9.Align the '''~:>,,':',,,,N.,,, t'"R^,"'F. ends of the rail to the edge of the installation area. " `.� „' I 9 "" ` ,7`4.> ! Ensure that the rail is straight and parallel to the �� ' i edge of the roof.Then tighten the lag screws. 4, A,,,,,,,,,,,, ;,r�'°°`,, Roof peak / , ^„ ''r p"' ¢` Figure 9.L-foot orientation in conjunction with ' - i L-foot adjusting sliders.The sliders include two - , - utility slots to secure module wiring,combiner ' __ ___° ____ ___________ _____ _ boxes,and other system components. Page 17 :!U N I RAC Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/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. 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 A ),I L-foot 0,�.«. � ems.® ry., a. a�-,.€ ���� � .rte ... .. ■ ■ 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 the following requirements: 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 sections must be support- motes superior aesthetics.See"Material planning for rails ed by no less than two L-feet. and cap strips"(p.20). 5. Rail sections longer than half the footing spacing re- The installer is solely responsible for ensuring that the roof and quire no fewer than two L-feet. its structural members can support the array and its live loads. A thermal break is required every 40 feet of continuously con- nected rail.See Unrrac Splices and Expansion Joints Installa- tion Manual for details. 1. Footing spacing along the rail(A in illustration above) is determined by wind loading(see pp.2-3,especially step 1). Rafters 2. Overhang(B)must be no more than 1/3 the length of the maximum footing spacing(A).For example,if Span (A)is 48 inches,Overhang(B)should not exceed 16 Stringer inches. Zir---1 Rail Modules should always be fully supported by rails.In other words,modules should never overhang rails.This is especially critical when supporting the fl short side of a non-rectangular module.When a rail supports a pair of non- -r-:=• a "to rectangular modules by themselves(right),it must be supported by at least *'4 -, k. two L feet.The rail should be at least 14 and no more than 24 inches long, ; which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 SunFrame Unirac Code-Compliant Installation Manual 'UNI RAC 3.Laying out and installing the next row of L-feet: ,'`~•., ff°°.. ~• , With L-feet only:Position the second row of L-feet in accor- I ,,, ;' dance with Figure 10.Ensure that you measure between the "``"< •`- {I"/....... �j`` lower bolt hole centers of each row of L-feet Install the second �''`^ -,,/'� '`-- • ,,, �. Module length+'/<' /4/? row of L-feet in the same manner and orientation as the first -. 7, '" - ' ;..: w•, (hole to hole) ; row,but leave the lag screws a half turn loose.Be aware of the set-up time of your sealant;the L-feet will not be fully tight- ''',.'\. r` '''''.'-/// , ': -•- y -,a ened until Step.4. I• ^�,,; With L-foot adjusting sliders:Use a chalk line to mark the * .., .. position of the slider center holes of the next row.The illustra- �; r tion below provides spacing guidelines.The length of the . - / --- module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L-foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 3(p.10). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. Roof peak —� A=module length A —Align slider A center hole to chalk line Lowest row of L-feet w —►\Align slider (no footing sliders) \A------ A-3 1/4" center hole to chalk line A+3/4" A+I3/io" A+2 /a" Figure 11.1f you are using L-foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 0.1:,: ,,'ovaA .... •,aj° q a° , °- 1* ''0. - . ',.. 4.Installing the second rail: g ` ' ' ' , 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 t' '-,:e, alignment,tighten the rail mounting bolts. .� -,,,-Moi=101e . °°4, - ) Lay one module in place at one end of the rails,and snug h ` ° q`- -y, the upper rail(Fig.12)toward the lower rail,leaving no gap _° ° :,,• , . ' between the ends of the modules and either rail°(If pan-head "" • ' t screw heads represent the true end of the modules,be surei the screw heads touch the rails on both ends.)Tighten the lag `° $®a' screw on that end°Slide the module down the rails,snugging -• '' ' . - .:��m. 'f'1--' - ° Gag scree+ ; I the rails and tightening the remaininglagscrews asyou o. , °p4"'' `p log screw . , .. (half,turn loose i g g g , (tight) : x , With L-foot adjusting sliders:Install rails on first and second `'4'�4y' , • Po, rows of L-feet.Verify spacing by placing a module onto the rails at several points along the row.Adjust L-foot positions as Figure 12.Position and secure top rail. needed. 5.Installing remaining L-feet and rails: • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow- • All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 19 di U N I RAC Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.18).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 Z. every 8 inches,beginning 4 inches from the ends of All cap strip segments are cut at the midpoint between the rails). prepunched screw holes.For each rail,start with the cap • One screw 4 inches or less from the each end strip segment that crosses the array center line,and position of every rail segment.Wherever there is no over the center line so that the appropriate holes are spaced prepunched hole within 4 inches of an end of a equally on either side. segment,drill a 1/4-inch hole 2 inches from the end Position each cap strip onto its rail and mark its trim point. of the segment and install a cap strip screw.(In Remove and trim before final mounting. most cases,you can avoid this situation with good Preliminary footing and splice positions must be material planning.) checked against structural requirements in"Footing Structural requirements always take precedence,but usually and splicing requirements"(p.18).In this example, good planning can also achieve both material conservation the center of the array is offset 2 inches from the center and superior aesthetics.This example conserves material rafter.This prevents rail splices BD(3rd rail)and CE and achieves two specific aesthetic goals: (4th rail)from falling too close to the center of the spans • Cap strip screws must align across the rails. between footings(Requirement 3,p. 18).Because foot- ings are not visible from ground level,there is negligible • End screws must be equidistant from both sides of aesthetic loss. the array. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line , 1 1 4 I I I I II 1 4 H— Trim line(array edge) 1 f11 1 Trim line(array edge-11—ol •I I B • • •V 112"• 11 1• • • • • • . .1' X 96" . 11 • 1st cap strip II II I II I 'I 11 C 83" I ' 1 EE 122 " `; 4th rail iB B I I Bt ( 1 4 1 1 • I -W 112" ; I X 96 " • • • • 1 • 2nd cap strip I 11 I B 83" I � D 122" 3rd rail I ii ii Il ii ii 14 II II '� II 11 a 1 • • •V 80" • •;1 • •;1 • •n .r":": ,. • •11 Y 128" • • • •11 • 3rd cap strip 1, lI II II t a i A 96" I I , \. m`" ; C 109" i, ...I 2nd rail . _. .. ' rI ..._ .. .. i I I I I ,,r-., 'iiF.I IqA I 1 • I • • It 80" • • i • • ,.O,, . ' •, .4 4 . . . . 1 Z 128" • . • • • 4th cap strip 4j�. I I i1 <",,-;,'''' k"' 11 I I 11 II A 96" I i ,;; i i 1 B 109" 1st rail 1I I1 .1f 11 1I Usable remainder:D,70";E,70";Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual :P U N I RAC 6.Securing the first module: , _� -r Gather sufficient lengths of cap strip Cap strip screws ? �-�' .,c to cover the length of the first rail.For � � maximum visual appeal and material _ems y , --' ' --"",, J-„-' conservation see"Material planning for ,,, --.,,,- ," -1,; ., �. < ; Permissable-overhang: rails and cap strips"(p.20). m",--,-Ir 1/3 module width , Slide the first module into final position ' at one end of the array.Lay the remaining --.- \_----17- At modules in the top row,leaving a gap _" ,-,..5'..":.„,,,.:---;'-''' „,.,.{” about a foot wide between the first and ---k-,''` ` second modules(Fig.13). �-,,,---r-' --,.,,F, >„ mac The temporary gap allows the installer to ,mt lace one of his feet between modules.He x ,, '',R .,1, , can access the section of the cap strip he „ ;>, s. needs to secure while leaning toward the -:M' �> �. uL;.-.,... : peak of the roof.For the time being,the ' ,"` _'°" ° - -^ ...-,7",.'<'\7-,--"-C-„ last module may overhang the rail by up --z_ �n�;` ":,,.,. '" - Do nt install second to one third its width. ill cap strip'are lower " k . ,_w.. . modules placed_ the end of the cap strip with r.q Stepping gap „.....1,--- Attach the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. - _ - - -I AThe structural integrity of your array requires that cap M '' �5 strip screws fully engage the threaded rail.Use the cap K • \ .” strip screws supplied with your cap strips.Any substitute .\--r-"( : i'. i. I Install screws-' r screws must be'/4-20 Type F thread cutting(18-8 stainless - • w, • : : ii; , -•::.. :k- steel)and the correct length. E I n Every cap strip segment must have a cap strip screw 4 1' :� .,g `"' J...- inches or less from each end.If the nearest predrilled t.• ~ hole falls more than 4 inches from any end,drill a t; '' .k‘:` --= --Step'p5mg gap -- - .<- I/4-inch hole 2 inches from the end and install an additional [,..- , — ' N -'�' .,�t',� -- screw. 4,: ..............\----D___,..,-,"-- � `�_...a.—' ', --'`Y J Figure 14.Position and secure modules one by one. 41, Wherever it is necessary to make a new cap strip hole, drill a I/4-inch hole before installing the cap strip screw. r___.__ 7.Installing the remaining modules in the top row: -1_,,,..--:,,,- s�.r�� � .--�,,4.� .1:-',1��') Slide the next module into final position and install the screws ...•,:.1;,-;;,,x,\', a , to secure it(Fig.14).For a neat installation,use cable ties to r� M '`� '. "`� ,' attach excess wiring to the rail beneath the flanges.Unirac's ,. ,.. .,� ; =--,°F 4, 1" .�J I cable ties can be attached to the SunFrame rail by drilling a ` ,e , - Slide and s'eca ;t,, ', , °�, one;by one i .. - /a inch hole in the rail and pushing the end of the tie into the 4 4 ;1,..-1?-' hole. °P Secured ~'C--- Continue the process until all modules in the top row are in 1st mode .: mss c •.3 ` final place and secured from the top.When complete,eve ` - P every a'_' ...,5--� .� Stepping gap• .--""�, prepunched hole in the cap strip will be secured by a screw, i „0' „'""_ _v' ,,rte `'"-�i----''LL and the top end of the first row of modules will be secure. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row: always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows(Fig.15).Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail,securing the bottom of the lowest module row. Page 21 :P U N I RAC Unirac Code-Compliant Installation Manual SunFrame ,,,A-0121,- 9.Installing the end caps: w, Attach the end caps to the ends of the rails by securing with �.,. the truss head sheet metal screws provided(Fig.16). Figure 16.End cap installation. Table 4:PV module,cap strip,and cap strip screw compatibility To ensure code compliance and a structurally sound array,cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be Y4-20 Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 C 3/40 1.50-1.57 38-40 D %" 1.77-1.85 45-47 F. F I" 1.93-2.01 49-51Tr E I%4" Sharp lipped modulesTr G I" Sanyo lipped modules H 3/+" Page 22 se SunFrame Unirac Code-Compliant Installation Manual :!•UNI RAC Frequently asked questions about standoffs and roof variations mechanism that installs faster than any other standing seam How high above the roof is a SunFrame array? attachment on the market today. The answer depends on the orientation of your L-feet and ACECLAMP JR with the 3/8"(10mm)mounting connection the length of your standoffs,if used.See the illustration ap can be used to secure any SunFrame solution to ACECLAMP propriate to your installation. JR.Rail attachments should be ordered separately. How do I attach SunFrame to a standing-seam metal 4 Module thickness roof? varies Unirac is pleased to present ACECLAMP®JR,our latest so = — lution for mounting rails to a standing seam roof.Innovative 21/4"-F 1/8" t!11.1 and affordable,ACECLAMP JR is designed to provide a su- perior,non-penetrating method for attaching solar modules7/8"±1/8" to any of the popular seamed metal roofing systems.When — compared to other solutions,this innovative two "'!1 1Module ` thickness piece design has only one bolt with a"top down"clamping varies 4 r�i — ' Module 2�/4"±i/8" 1 li + thickness if I7/8"+I/8" _ varies til. f ix ii: Standoff height (3",4",6",or 7" 31/8"±1/8" 4all±118") 13/4"±1/8„ ' _.. System Level Fire Classification The system fire class rating is only valid when the installation is conducted in accordance with the assembly instructions contained in this manual.Unirac's SunFrame Universal PV Module Mounting system has been classified to the system level fire portion of UL1703. It has achieved Class A system level performance for steep sloped roofs when used in conjunction with type 1,type 2 and type 3 module constructions. Class A system level fire performance is inherent in the SunFrame design,and no additional mitigation measures are required. The fire classification rating is valid only on roof pitches greater than 2:12(slopes>_2 inches per foot,or 9.5 degrees). There is no required minimum or maximum height limitation above the roof deck to maintain the Class A fire rating for SunFrame. Module Type System level Fire Rating Mitigation Type 1 Class A None Required Type 2 Class A None Required Type 3 Class A None Required I Page 23 v :P U N I RAC Unirac Code-Compliant Installation Manual SunFrame Warranty Information See http://www.unirac.com for current warranty documents and information. r 0 ,,, UNI RAC 1411 Broadway Boulevard NE Page �� Albuquerque NM 87102-1545 USA 24