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,� NS. I,j• Town of Southold 3/29/2016 i�oP.O.Box 1179 V''' g 53095 Main Rd y,oy�d! �a��" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38183 Date: 3/29/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 3000 Moores Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-1-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2016 pursuant to which Building Permit No. 40432 dated 1/26/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Corchaug View LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40432 03-09-2016 PLUMBERS CERTIFICATION DATED ----- 4 Authorized Signature rsaFfnl TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE l•oy g` SOUTHOLD, NY p1 „ 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#: 40432 Date: 1/26/2016 Permission is hereby granted to: Corchaug View LLC do David & Marilyn Rivkin 910 Fifth Ave New York, NY 10021 To: install roof-mounted solar panels as applied for. At premises located at: 3000 Moores Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 116.-1-8.3 Pursuant to application dated _ 1/20/2016 _ and approved by the Building Inspector. To expire on 7/27/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 • Total: $100.00 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-5.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15 00 Date. Q -7(,t New Construction: X Old or Pre-existing Building: (check one) . Location of Property: 3000 Moores Lane Cutchogue House No. - StreetHamlet • Owner or Owners of Property: Corchaug View LLC(David & Marilyn Rivkin) Suffolk County Tax Map No 1000, Section 116 Block 1 - Lot 8.3 Subdivision Filed Map. Lot: Permit No. LtI®Yl` ?"-- Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: Planning Board Approval: ,/ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50.00 Applicant Signature oo,�%pf soo,,5, Town Hall Annex �, ~® l0 : Telephone(631)765-1802 54375 Main Road Ili ilig Fax(631)765-9502 P.O.Box 1179 � `" Southold,NY 11971 0959 �l� ArQ'1, roper.richert(a�town.southold.ny.us = COUNTY, �1. i ... _ 9I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Corchaug View LLC Address: 3000 Moores Lane City: Cutchogue St: New York Zip: 11935 Building Permit#' 40432 Section: 116 Block 1 Lot: 8.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43858-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 13.734 KW Roof Mounted Photovoltaic System, 42 Sunpower SPR- E20-327 Panel 1-SB 7000 and 1-SB 6000 Inverters. Notes. Inspector Signature: _ Date: March 9, 2016 Electrical 81 Compliance Form xls Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B , ,� , "- Ph: 631-988-0000 Bohemia, NY 11716 ` �� P Fax: 631-382-8236 www.pacificoengineering.com I:I > ,;�[ G_ solar@pacificoengineering.com March 11, 2016 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for David Rivkin Section: 116 3000 Moores Lane Block: 1 Cutchogue, NY 11935 Lot: 8.3 I have reviewed the solar energy system installation at the subject address on March 11, 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 gi.. (4,_ '` pF NEZf" -i T) Ju m +'�'LVVtii z MAR 282016 1. --Aiter: s �-i Alk0 00 666182 ��Z BUILDING DEPT. A. Ralp •,QQ, 4...:c ngineer TOWN Oki SOUT TOLD NY O.. : 14744306 • YIELD INSPE=ON T EP'Ortir AAT ti r, C OIYI,IY '1�7�l;Y�'` S b FQUND,A''lON(1ST) ••••••••••• •••71.6.••• : , . .i . FOUNDATIO (2NI)) --. • . �� ........_.—,.. . - • '• . . , o- .-- r0 c4 ROUGH FRNC'& d t5 PLUMBI�I'G ._..__,.� .....„7....... . . ,. . :. . .,.., ,. . . . . ... . ...,_____ . . " • • , . . . . „. , . , , . ,, , ..."._ , W a Mill . • INFULATION PEA N.Y. y STATE ENERGY CODE aIlII1ll . • • '' .. . 1. .\ . . . 1 , .l i. ae„ ,. , . . . JllFII L - , • • • e“ .,tic. . -pli.y. . 1 2-10/10.4m, ., , , .., ... , . , .,,.,..,„, , .. , „, (--) q, ,(‘ j0.9.0,40,c .....csA-*c4-q ,, . ,s, ., • 41 Ilk r—. , . ' ' ' ..- . . , . I .s.\\ .2 . , . ,_ i : .. . .. , . . . . i . k 5, . _. 2 i , l Z .y'' \ ter . ti ..) ., r w .. , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALLBoard 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. 140 S a•---& Check Septic Form N.Y.S.D.E.C. Trustees _ f Flood Permit Examined I ,20 Storm-Water Assessment Form Contact: Approved ` ,20 Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A,Southampton,NY 11968 Phone: 631-771-5152 Expiration ( 2� ,20 r l =�, —�— -1-:)1 1 uilding Ins ector II r.) APPLICATION FOR BUILDING PERMIT 1 L I JAN 2 0 2016 ;iii.--', Date January 19 , 2016 III INSTRUCTIONS a.This applicatioril MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or afeas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name,if a corporation) i 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 Corchaug View LLC c/o David & Marilyn Rivkin (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 40227-H Plumbers License No. N/A Electricians License No. 43858-ME Other Trade's License No. N/A 1. Location of land on which proposed work will be done: 3000 Moores Lane Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 116 Block 1 . Lot . 8.3 Subdivision Filed Map No. •. '•Lot -, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 4, 11. Zone or use district in which premises are situated . 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO 3000 Moores Lane 14.Names of Owner of premises Corchaug View LLC Address Cutchogue, NY 11935 Phone No. 212-861-6545 Name of Architect Pacifico Engineering PC Address700 Lakeland Ave,Bohemia,Nvphone No 631-9R8-noon Name of Contractor GreenLogic LLC Address 425 County Road 39A Phone No. 631-771-5152 Southampton,NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the - Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this � 6°X.X. day of (\ ^"an 20 Li.o ,__ %41,_ _. . :..�.,., _ NN TTE- CAPURSO Notary Pak,State of New York No.01 CA62@6169 Signature of Applicant Qualified in Suffolk County i:ommissior� x ices September 03,2017 j Scott A. Russell .�,,''. ° a f `�. STORMWATER SUPERVISOR MANAGEMENT S5 Main RoDad TOWN HALL , O.Box 1179 ,,i Town of Southold 53095 Main Road-SOUT[IOLD,NEW YORK 11971 r a`,� +,4'sssssssslIII,,, CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) rDOES THIS PROj:ECT INVOLVE ANY OF THE FOLLOWING: ;11 I +CHECK ALL THAT APPLY) i,t t Yes No , 1; 0E A. Clearing, grubbing, grading or stripping of land which affects more h ' than 5,000 square feet of surface. ,' j,t � ground ❑D B. Excavation or filling involving more than 200 cubic yards of material 1, within any parcel or any contiguous area. II ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to I , III 100 feet of horizontal distance. ;!i III ❑D D. Site preparation within 100 feet of wetlands, beach, bluff or coastal , erosion hazard area. I' l ❑0 E. Site preparation within the one-hundred-year floodplain as depicted ' I II on FIRM Map of any watercourse. , t ❑Q F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management ;, , Its ! i Control Plan was received by the Town and the proposal includes j 11 } 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, 1 Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. 1 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. \PPLICA\'r (PropertyOnnor.Dcst;nPratssional,Ageof,(`onttoctorOther) i,j S.C.r,�l. �' 1000 Date I t _=____— t it i ' NAME ! 116 1 8.3 1/19/16 ' � GreenLogic LLC (Nesim Albukrek) , - Sect on Block Lot ni Iill i nom _ =j---i---_-------===T _-:-- --===i= aFP: �;E 'li I 1l ,fE FOR BUILDING ARTMENT USE ONLY 1, Contact info,mat+on 31-771-5152 ii fa i rrkYrr\ M' { 1 i 1,1 ';, , , Reviewed B}: ,11 1 1 , ; t,l 1n ,', 1 i,1 j, Property Address / Location of Construct ion Work. III '!� _ Date: _ 1 1 II ill " :\pproved foi processiiig Buildtt a Permit Ili 111 3000 Moores Lane, Cutchogue, NY 11935 ;; ,1i Storm��ater Management Control Plan Not Ftequiierl. 1.1 I 111 11 'l {; ® Stoll- ate' Management Control Plan is Required. I! 'I s, 1 (Forward to Engineering Depattment for Review.) ; , FORM * SMCP-TOS MAY 2014 1 I fo,'0'0 SQ�Iy�`. I Town Hall Annex ; Telephone(631)765-1802 54375 Main Road ; �prax g p2 P.O.Box 1179 ; G Q 1�� roger.richertlCUt xtra Ut1 airIY.uS Southold,NY 11971-0959 `%�Ol a0'�1 �COUNPii*Vii '' BUILDING DEPARTMENT TOWN OF SOUTHOLD i APPLICATION FOR ELECTRICAL INSPECTION II • . REQUESTED BY: Samantha Corbett Date: 1/19/16 Company Name: GreenLogic LLC Name: Robert Skypala License No.: 43858-ME Address: 425 County Road 39A, Southampton, NY 11968 ' Phone No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: Corchaug View LLC (David & Marilyn Rivkin) I *Address: 3000 Moores Lane, Cutchogue, NY 11935 *Cross Street: New Suffolk Ave Phone No.: 212-861-6545 Permit No.: - (-60t )---- Tax.Map District: 1000 Section: 116 Block: 1 Lot: 8.3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . -Roof mounted solar electric system. • 42 SunPower SPR-E20-327 modules, 1 SMA SB7000TL-US-22 inverter, 1 SMA SB6000TL-US-22 inverter, 13.734kW (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In 0 *Do you need a Temp Certificate: (ED.ENO 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 I Additional Information: PAYMENT DUE WITH APPLICATION . f)etil-/P ql Lf eP° C 't ° e2 82-Request for Inspection Form �p 1(ill' r__ GREENLOGIC® ENERGY January 19, 2016 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of David & Marilyn Rivkin who has engaged us to install a roof mounted solar photovoltaic (PV) electric system for his home at 3000 Moores Lane, Cutchogue, NY. In connection with this application, please find attached: • Building Permit application rml • Application for Electrical inspection • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application JAN 2 0 2016 • 2 Surveys of the Premises• 4 Engineer's Reports (2 originals and 2 copies) • 2 Electrical Drawings • 2 Spec. sheets of the solar panels • 2 Spec. sheets of the inverter • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$200 ($50 Building Permit/$50 CO App/$100 Electrical App) Please let us know if you need anything else in connection with this application. Yours truly, Samantha Cor ett Account Manager Samantha.Corbett@Greenlogic.com 631-771-5152 ext. 107 GREENLOGIC LLC o 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 I,��� A. Town Hall Annex T' O : Telephone(631)765-1802 54375 Main Road Z Fax(631)765-9502 P.O.Box 1179 • G Q o�� Southold,NY 11971-0959 �e �I 4'COUNTY,N i ",,. March 23, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD GreenLogic LLC 425 County Rd 39A Southampton NY 11968 RE: Corchaug View,3000 Moores Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification letter rq froom an architect o engineer stating the panels have been installed per NYS Building d�' '31 11(''' 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 - 40432 - Solar ( GREENLOGIC® ENERGY . March 24, 2016 REgIEGym ._) MAR 2 8 2016 The Town of Southold Building Department BUTLDING DEPT. 54375 Route 25 TOWN OF SOUTHOLD P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 40432 Corchaug View LLC 3000 Moores Lane, Cutchogue 116-1-8.3 To the Building Inspector: Enclosed please find the Engineer's Certification Letter for the above referenced solar electric system which we installed. Please arrange to send the Certificate of Occupancy and close out the building permit. • Please let me know if you have any questions about the installation or need additional information. Sincerely, ---e:)0/14;40 C. Samantha Corbett Account Manager Samantha.Corbett@Greenlogic.com 631-771-5152 Ext. 107 GREENLOGIC LLC o 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 N // , SEQUENCE OF PROJECT: 597"E DATA: SCTM#'1CIC0-116-1-8.3 - 777-7 ---- t`Y 4.J ' F r It Wn.ar.arw.�m Qo®o 'venwutHa®"'wma'nuc'ni.c:.''fl u:rtn,mocu Ms+ s _ °ESCRW11ON 50 R AAFAI LOT n: IXUYATE FW_ ---.---•--- •NORf'-{IORK �.�•;u am;�nr �..a: '•'r�,:�-"�: .ua �.r ,r,m,m,. _ --_� . ,1.at,v�a,na,a.a.aa..>,..,...1,1I Ia.•aa a.. ,.,.a�..4 ._ -."", I-__- COUN7'R`f CLUB II"M " a. :moo .::r [1,1.• ,.,�I 1.1.1744.11/....1.1.111‘,...1110.,aa .a _ ,.44..,1' 0a10R I L--- ,fir;o.° �. ma� a,.�.,:,,r..l.,a�. ,a�d,a�,a. summa. .,. �,.°� --- ; — aau a�aana.n.m _ —._ -- S8r°�+r'�0'f E - ,..rw,� 4waaal,a..a�r�.�„a:,-:.�,..� a1,,,.a...a�. _ 7.1.1/01111 FT I — --=__ u4l.xvpo-.artY rdw.¢C°S.111.1, �`�e��/F OQ r r _ Zac6,� a12 .� aa�"LEAMSE a� •,•�tr.ft1/I Il Atli . ,«o...�..° _ ,.�a I �. 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" R ,_- I \ ♦1 I _— W— m•r.r.•IYEwar (/� 'il 1 I d K N 0'7 7 _ ` C'S 1 '\ ' A• T I o t ''� 8!p 1 r' v ' ° __"-_ '''':-. -1-----.11; .~ Ps., - 77 I , 7 ..} /! ,\'p I1 - `m 1 1 r SITE PLAN c,&. 6 1m I SCALE:1"=3u' N/O/F �j `• ;3 g �� KATHLEEN AND / I „ Isaac / q i I'1= 4 ::::r1•......,, _ RODGER COPE jD `�: kJ / 0..... -:- _ 41 e � il ar / a s /�� Jp O� Q♦O� V 1.10') .�+, D ® �,Il N S navm � k 1 KATHLEEN AND �E115PECTivE VIEW �I RODGEI;, (APE �,:"� i ImRq CREEK / 36'MINIMUM 2X2 F` FENCE POO.---• ` ` I WOVEN WIRE=Et'CE \',I:1 = I } (6X6.1CrTD,VJ.'� fl, 11 FILTER CLOTH ---- it �'-, �,/ �" ,, n \\\ se p ,a `` opf 1 awl wrw¢Lslpee fv'wut '.•,d I d z \, 1 ,`"\O EMBED FILTER CLD1-I II IT ��_,„1 AWAY FROM HOU't ,�. 1 01,-- MIN 6'IMC C.P�JIJU SCI 1,t 6' , r .d^•r I I. ' S NOTE ' ....j' 'Y' MAXIMUM CRAIN la AREA Y• Rama..t x..L- 1/2 ACRE/102 UI•IIJ,R i EET -- ,CAL? 'a•i 44' - Wo'CTION DETAIL NEW SUFFOLK AVENUE a.aar.,tt_ - ♦wr�nttirT, SILT FINCE DETAILS 6-1 ifU.ra.wtaram - - SITE DATA: SCTA9 ICIt 0-116 1-8.3 ''------ \1/�.!; F SEQUENCE OF PROJECT: _ —_- yayo(,y..q 66r a 11,yn.i;,ln.ml01 /.641/ ro t 0-• DESCRIPTION SQ FT.ARFA,WT SIJV�O,I.^.E• E%GVATE FDL �-_M___ _ NORT-{ I:ORK .. n..�,�.,�a,I ,,..;,.,,�r.1.66, „rn,K - .�., �,qn _ ��--• COUI•1 R'CLUB ;;,1.I,a...d,L...na(�,A TsC161661.1011,0 7611TI, .,u,.>s.,.M.,rr(xbna.Woa.lM,SIM�.. - -_? tu...c.rn.acwuma-an.u..n o /66.16616.6111.6.6. 0.6•66 IT+Mrap.. /10.16412011/16•46/66.6.6•0600714 of YII.I..iWlmn:ez,}u61:66O',�,. Irrp.,.wr�nD��4N�{'607666161.166610:161666-II..I..,P.ro,[YWNSWMon1WDn .L6YNRMnI YW!)grt --____ _-. MUT.AM S 87,°w142'50" —— ., �, 1=6161,.,. • _.•,..,.�06/2ZLI.4Md,.�. 0.--- WSJ.0671.63/6. �. ...Art F - _�- I 1:6.1.661:06 I316.0.0,66166..ef 6/10.00•1011.1f tr66616 Cl/36'001/11601.1606611110,906.106.11110 I 610 I.Off 166 0:16,46706.0 06.66•TC* rI c� Op - i ___ _ 246.9'7'_ 2WTI,6010.9666614066.610,66.6.C.AL6161 Iv,/616•116061.616611/16164_ ", :,I.. �I. ro,�tIt Me.Wit.ag �rt - 1/160 06 ' --- NORTH -__ NOF:THFORK ZI-? 1• � "�WWI '9 w°a;19 5 .I,^�,r.�Ion 1 26.6.1. .-- - I. a rArt - .== COUNTRY CLUB1.60•61166.1.116.0.116./.21.63,6t��` al �n ....ar.nna - % avCmt,d,va*/LLC.n.Oi.WI+�(..a•, •.(amY.K•o(art[e6 rasW(r WKS/1 1 �_�._--». /a/• Ni ' '' _[a Y1.v,axwv.mwlem+rt-w0360.0704 mtxn4uro ^n(1w.0•1166,•6 'n '- 6.6•6660.6.666 1 •--.- , N. /-/�/v ' I I' �TT 1 rocwrb(ur.06 oe,.,b,7:I/,`I Non tiW..666.6.4 many. - -.- SA.grt ' __._..�._ / V^ n¢I�OA u.DPS ura/wwnwnraac[A..n06616 Vv.(GWattMnau Cao/umn.,M ss ip.elDroCOr-,w,L V[+Ir,wrCwro(mrer al.^l4C•Y/. r. •,''/ ,F' 1 // c-Iy —_— _^ 'x rwr0.0rnuea(..n,a. "441 a I —__ -___._ `\ - / • I r / 4 /m(ovmt6o. a,uq.r -_- mcum sa(m C / IcoaT Icaegn ovum calm O` ` / �� co / MEETS&MUNN e/®.,m -„' �.-7676._.. /• I BY.JOHN EHLERS,LAN)SURVEYOR _ revmloot MOW, 4 �� �a m eat NI. f 02 / /• DATED I1-14:014 -- ssxagrV .s . y •5`L TITAL 1'JI?TLAND // ,• / BOUNNNQRY // '-•- _ 1 _. E- ..-,' `` 1 1, 1 ` y% .' s,� _ '1 F'ly N/O/F = ,.a u, ro W �a(m aa(m E- t1 ��.�� , 1 -��•• 1 I — ' -I�I ' '" ' JACQUELINE KNOBELAUCI-I - TOL, �I.lan ; - �a.m pam 11 '' •-'' 1 ouriNc.FRAM'D _ . ' BARBARA ROSS `� ./� I PLAYHOUSE `> 1• /' •� 1 ' 7676 1 `tI \ ;' ', S i •L1.r�.••x 1 TAMARA TYREE +r I 1 `'l • \ 3 1 1 1 f / M C,,„ 1 VP.", h?y 4^ 1 '' 4 _f a f? 11 i F- s. • 9, ` i n1 HURtw.m1 ``$ 1` 1 ...1...,„.., I 1 a" 1 i_ 1 • 1 `"O tsn10"u its;I DHAIIIIIII'1;61.1. ' 1 ( �,- ;"4- ` ARBOR 7 \` (ue.> `'" h SK .- 4.` , 1,14 N/O/F 1-w 1 - „, � .11=-;17;;11'. , L �\ } 9�) JAt=~�UEUNE KNOBELAUCI I ' `�""� . '11,�A `` = t BARBARA ROSS z' W 1 �N, �I } e .T �. F L1 ° '\ 's K rn�' tlLL • q ecxrrr; • sl \o,.,ramR 1 t-) 7676+ I =! - 0 .1 1L :.-C n } ,y c •t ...a LL TAMARA TYREE (� rc• _; 1 •� % -1' •'-11 _ �1 •r y� r...,71:', � _' ICY 1\ \ I� I �\ y. = 41 D .1=....., \ I 1 ,%f I`-' ucaan I.-7676., Y \ '1\1 I 1 'str. .,- [al C. I "�• // I -ESStl+tyt _."'^^1-�• •-r.-....• ` s 4 1 O I n C s a .. CI r It �1 100' • r l „191 ma ! 1 ` �'�.r'1 1 S 07�!91✓ �, L� 1 `I` I ` O L C' n; 1 VEGETATED `Jrf \� , :�_o.®....0 ,¢� nYl ....7_________:______ —” — - ��__^ --TA: — —W —=n- ,) T•�`r D7nrEy, r:? , b I1'AL WETLANDS \ ; °`�/ '-' _�_ — _ - ho^ �" • T sem % N 87°15"0"W e ` .-----g.--------- _ —;- N 'c, IT7r '\ J.; :�' , 'Fill a 387.03' oh Ngo j ' 0)• f `n a 7�e 1 I I r / •1/4rt y' i .1 , 1 _ SITE PLAN f 4 Fc.. �;x ' 1• 1,' V SCALE:1"=3Q'-C' N O/F `- I. = -r • Cri KATHLEEN AND / ; r•.7 R i/ ' �' ` r — .. ............... RODGER COPE _.`s. i!:,!!!!!!2.1.:::u 0R'1 1t1! ! i n .Isi....... .. .1amu.■ . -;v. y - - a>< O� `T� / v h 1 } mE LSPECTIVE VIEW KILL.�[ W N� DOWNS�� KATHLEEN AND mammy sY n \ RODc",Er.COPE C1fr 36'M F'D!,12 a x Upd lyl. co / FENCE P]ST--- 121.11,1- VfOVEN'MLLE/10 Er) moi'_ '-.�` "�j• �DjD� 1 FILTER CLOTH ---• l r,/ 1.4,i co) .E 1 ' x 1 S stop, i ''`rn1",s[4:� - 4,) D' 1 O 1 .,�" \l DRY WHISro BE icr mu d i- , AWAY FROM IWDS q A` EMBED FILTER CL�Ti RA, T bbb{41 i •1_ A�• I�I� ,\rl ^�� MIN 6.INTO GPOJNG i) i 1.!`I o• , \. 1•r t 5 NOTE: ! 1 ��� - MAXIMUMCF.AIN%Cr AREA 0 � DRAW,M.1..a. 1/2 ACREi 1G3LD'BIF FEET xAL: •'i=Ix' 1001 ----- -----.. o0mn,r.0 17676, iECT1ONDETAIL NEW SUFFOLK AVENUE '��`"'T'- Oo SILT FENCE DETAILS S"—1 I ®tnNnm0Inn( 6i0. 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 mar- Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE N Ent),(631)941-4113 FAX No):(631)941-4405 128 Old Town Road Suite C ADDRESS: brookhaven.agency@ verizon.net PO Box 850 PRODUCER CUSTOMER ID 5- East Setauket NY 11733 INSURERIS)AFFORDING COVERAGE NAIC# INSURED INSURER A: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B: Merchants Preferred Insurance Co. 425 County Road 39A,Suite 202 INSURER c: First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D: INSURER E: AGCS Marine Insurance Company INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER IMM/DDIYYYYI IMM/DDIYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY X X EGGCC000076915 01/31/15 01/31/16 DAMAGES(RENTED 10O 000 !Try; REMISES(Fa ocrnrrence) $ f CLAIMS-MADE X OCCUR MED EXP(Any one person) $5,000 X XCU - PERSONAL&ADV INJURY $1,000,000 X Contractual Liab GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 —I POLICY 11� I!F fl LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $1,000;000 B X ANY AUTO CAPI043565 8/11/14 8/11/15 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY 'MIRY I WITS FR ANY PROPRIETOR/PARTNER/EXECUTIVtY/N OFFICER/MEMBER EXCLUDED? N/A E L EACH ACCIDENT (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ C NYS Disability D251202 4/11/13 4/11/15 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,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. • 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE <NSZ> I ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Greenlogic LLC 631-771-5152 425 County Rd 39A Ste 202 lc.NYS Unemployment Insurance Employer Southampton NY 11968 Registration Number of Insured Id.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is or Social Security Number specifically limited to certain locations in New York State,Le.,a 203801194 Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) National Liability&Fire Insurance Company Town of Southold 3b.Policy Number of entity listed in box"la" 53096 Rte 25 V9WC653322 Southold NY 11971 3c. Policy effective period 06/15/15 to 06/15/2016 3d. The Proprietor,Partners or Executive Officers are included. (Only check box 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 agentwill 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 ofaulhorized representative or licensed agent of insurance carrier) Approved by: 06/12/2015 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 Workers' Compensation Law -:,--7-• -!iG��/ �l ..,.,1' /^4��J... `}r �� a,Y � a:,,Nr \/ /, l '+ :r ~ i r---..77N7,-,' ,la,'YX a, ti 1r WK UYl�. W, om*+- --6.-,,,,:',;.:,;',‘,Y, Yk NY' ��N1"•r �11t1r R � .f �✓NkN ..,. !/�'Y 'I YrM' - r(?' " ; ar., .a,'^1:•.'"?• ,;t s: .w''''''„•'•11e-,'"7"-'2,-,"'",;.4,-'171, ',N Z,,, ,,JZ-N.. ,.;'.t"f' •` .'�`� �> ,r;.,k . 1,,,,; kic,' ..h. A.,; ",-.r,e..'0k• _\ r .: : W. f �"�- ,t,"",.�h.x {..,,•,z, �:7� .x�4,.'k�2"ti•.•..'. K...•aisr';rr: ,, �:v.-7v, -,.r4Y• �� �,�., ,� � �•�+-'. .-� >r,.-. .E ..{ xo� �+.' .,t.ti�,'. ..�y,-c 1 Y. 1' Y ,Cl/✓ 1 ,-��,i V .$14..1,. Y -•\.,,,41:z•-""%e-:4,. .-;:v.:'\ , 'Y•S''.S.1. ..--t, ,? '•'rt.', - i• ' � �Af .�.„'�"•.ij,•i ;��4�y .yV/,�.. '.4r4 :�:t�r�' 1 �\�IIYF�/. /'�N1Sv,,�j; M 7f�I_!f. `�.'� ,r�µ„ �v.." '�� y,♦ ..�V�Y: �, 1' �Y� _��r.•��. is--,•., Y1 ir;�x'xy✓x' .}f ^.n �i 'a'l t r ."1.. ':r..,„ds I�.. rJ' -., •�,'y-.4v _•w.'(.. •4. ' .—, e �' :.�r'� Tp .YY $.',$•-•::'0.:.-, r j1'+'`M'•N ..`i{.. .s s- ,> ,�'� :...."5:,. r.44�� �YG�` ,'�A'i U��: � � �' . � xt�n n c d �v. ♦�ry._a ei \ �.n.• ,v �, f :, rs S ¢.�� 1..;..• _av ! ,€.,;. K ` r A.. -,--41,..7 ` fi - k` -. ' �, ,��S. ,--4-e-' ''''' ' i f '�I� r�s'�i�-.,e Y`f:' _ .'�T 1 'f�^f 1�� <?j:•u-�7�,i�_ �•. �� }�:� :.:�'i-;1.'",-..,,,,'�.Si f' Y--. .,y _.`Sf.?yi'��... `._— � � . ,+_m � 3 � r ' (.17, ,=:,1:-..,•:s.:44 Suffolk County Executive's Office of Consumer Affairs � s# = ` " VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 r % ,,,,,t .„,f4. ,, -, DATE ISSUED: 5/25/2006 No. 40227-H t. 4 ` - SUFFOLK COUNTY �:.. c;-V-it Home Improvement Contractor License ��y \' ' %3" This is to certify that • , MARC A CLEJAN ' >' doing business as �, ' >, -{' 5 GREEN LOGIC LLC = %' j��l/_ Inti ;�� 1 _:� having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules `;v� and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME :,41:1,:,,,:f j (:�I . IMPROVEMENT CONTRACTOR,in the County of Suffolk. ` ( �;'"' Additional Businesses 4,:_1-7-3,- `fir' , .. ��^-.,; r NOT VALID WITHOUT TI OUT f ',-..:.-i.r x <. DkPARTME:�TAL SEAL '� , AND A CURRENT • ;� > ° '`y CONSUMER AFFAIRS ' iAttr ID CARD rViYrs '. ; ' Director c f:.. c „ :4-J F /� '19,0� f lf4 ,j. `::t' :11 4t' 1�,:� `��!: .] 5�...* rj;. Y'. y� �'J.,."'� :i a , )'J '?e"'a'<'^' , {I, ;f . :' ' At:s4;„t.,"y6- -ie.r" ' 5-r "` f'V +, .r 4 %n- 'A :� N� + r.A .�. . • ,�. by , :ei 1 $'Fv. k. '".'I•'''n+ '�rh"r4 r.+ r? , �,�, . ��, :,yf4 �j "J'LLLG ''fc'3' Y; ..�*^" sy,. r.. ,i'.. ,. ;• +:,�h.,"i i rx f(.Z?! t 'v h k �`,. n ti'.�h, fJh K , 53�.r l.. ; ^v, ..C, ,,,, ,. a. ;L,„ µ �.h` r,,, , ":,� 'r'r ,,,,r, . j���y•A.: r .�' '<r'',,,, -.",.` ,;, �.,S C a+.c.; .✓. •:�. � ,4,"b 1". t. Gz ? 3. .r .�. F�4 rr ,g.�, J',a;r;. `�!'' ;. ,?m:., � ,t'r`,4;,,e4....5>/\.,:5,,c,'•1 ,..x 1 ,,r, ,, ,, ; p.N. rHtr,,,9-....'....•• . ,rn•"`k/ ...'h!..L,r-. ?,.- ^nn• ,.,7 , 'P. ti.� tt',``'r'-'�'� °7`' .i ' ':ipniQ� x t . l;HY :. '✓.. ?_, , F;'. --r', .;!nv.Y-•,y -r.:.:',..1.,,,',...",,_,,,--'-,\- \• Xla\�t'�; '1,wwCy. • k,}L !. ;1W�v,�,.. e;(�''1,`.',,l} r."5�++.;:tJ�;,{`..""@ . wwv,,•�, v, ti. ¢...i71..•:.. 1 ,// JbT 1 k' :,_V 278 ". V\/I' r �'i \:':`:\.\ �/./ r N\/�'-:-:. ` .\\,i/ `�: \\4 %1 . \\,4 '`f �1� t; '. ,/.. f_ ,�",', A I \ Suffolk County Executive's Office of Consumer Affairs . L \\ .7\ �� I VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 , , ,r i . . �r >, DATE ISSUED: 12/10/2007 No. 43858-ME r c\ 1 - :SUFFOLK COUNTY tip , i,,,-- Master Electrician License J This is to certify that ROBERT J SKYPALA / doing business as GREENLOGIC LLC � r j C?'.1',' having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance i V , r with and subject to the provisions of applicable laws,rules and regulations of 'r the County of Suffolk, State of New York. '.. `` : Additional Businesses `.'ice'f: I ' °, NOT VALID WITHOUT I y*R1 : mo' DEPARTMENTAL SEAL \ AND A CURRENT 1 /-: .-- CONSUMER AFFAIRS ' ` iiiir \ "4„ • ' II)CARD • c(--- ', j?'�; Director . f 6 Y . Pacifico Engineering PC _„ . .. - Engineering Consulting 700 Lakeland Ave,Suite 2B " �. s ' �, Ph:631-988-0000 , ? . Fax:631-382-8236 Bohemia, NY 11716 , 1$Ihf 3 G c www.paccoengineering.com -- solar©pacificoengineering.com January 12, 2016 OR Town of Southold r flw ` NOTED Department USE ISUNLAWFUL APPROVED AS N ,'TE D 54375 Route 25, P.O.Box 1179 DATE:0 .2-G 6 B. it Southold, NY 11971 WITHOUT C E IT9 ER C TE —2-- Subject: Solar EnergyInstallation o�w FEE: --- BY - — •b 1 ICCUPA CY NOfIF -BUILDING DEPARTMENT AT David Rivkin Section: 116 3000 Moores Lane Block: 1 • 765-1802 3 AM TO 4 PM FOR THE cho ue;..NY,11935r I COD E-§-dr-------- Lot: 8.3 FOLLOWING INSPECTIONS: 9: ._-.�9 ... , 3st , � � 'Oi=�h ;� CSF _ 1. FOUNDATION - TWO REQUIRED NE YORK('' g1, h E & TTOWN CODES FOR POURED CONCRETE E AS REQUIRED i4,!:' OOND6 I ON0.3 OF "� _ '� 2: ROUGH - FRAMING & PLUMBING 3. INSULATION �•-� -" `• 4. FINAL - CONSTRUCTION MUST w SOUT '( n 10 ; '-':, • '.: :OARD BE COMPLETE FOR C.O. �o. wi T r'�l Tr'i +�.,TRS IS EES ALL CONSTRUCTION SHALL MEET THE za��m .. °° REQUIREMENTS OF THE CODES OF NEW ;�`;.tf7 --- YORK STATE. NOT :1ESPONSIBLE FOR I have reviewed the roofing structure at the subject address.The structure can Rkiran ttlia(09.9*1014.144 MORS. roof mounted system.The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code,and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A B Mean roof height 19 ft 12 ftE I Pitch 3 3/4 in/12 81/2 in/12 � � Roof rafter 2x8 2x8 I S TD( ' REOLARED Rafter spacing 16 inch on center 16 inch on center Reflected roof rafter span 13.6 ft 7.9 ft RETAIN STORM WATER RUNOFF Table R802.5.1(1)max allowable 16.8 ft 16.8 ft PURSUANT TO CHAPTER 236 The climactic and load information is below: OF THE TOWN CODE. CLIMACTIC AND Ground Wind Live load, GEOGRAPHIC DESIGN Exposure Snow Load, Speed,3 pnet30 per point Fastener type CRITERIA Category Pgsec gust, ASCE 7, load,lb mph psf Roof Section A C 20 120 61 838 (2)#14-13 x4.5"DP1 concealer screws(3.5"min embedment) B 33 453 (2)#14-13 x4.5"DP1 concealer screws(3.5"min embedment) Or 1vt W Weight Distribution ,`�'C' PAC��)b'' array dead load 3.5 psf ��+' load per attachment 295.1 lb , .�� f %A * Subject roof has one layer of shingles I`,%iiii( f' Panels mounted flush to roof no higher than 6 inches above surface. m �1 741.!..%,"t-"I� ii Ralph Pacifico, PE �`p 066182 Professional Engineer \. Ralph ••*f:!:;•};,e. �.nglneer NY 0661 •' 04744306 CitGREENLOGIC ENERGY GreenLogic,LLC Approved David Rivkin 3000 Moores Lane Cutchogue,NY 11935 Surface#A: Tota I System Size:13 734kW Array Size:11.772kW 2 strings of 7 and 1 string of 8 on SB-7000TL 1 stung of 8 and 1 string of 6 on SB-6000TL (shared with S#B) Azimuth:240° Pitch:17° +�t Monitoring System: SunPower Panel/Array Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame ......©� Panel:61.39" 41.18" Array:46'2"X14'2" 0" o ♦ ♦ Magic#:481'15/16"Legend: . ♦ ♦ ♦ ♦ ♦ ♦ Erj— SunPower Panels �.�.�. UniRac SunFrame Rail • 65 Eco-Fasten Quik Foot 4111b. ♦'♦ ♦ . `. U 2x10"Douglas Fir Rafter 16 O.C. �����••• NNotes: umber 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: F NED?,Y AP PN PAC/A, / -,` 4.:I A `4t 10," C7 ' .'l-� to Ntt. ‘ 0 066162 e R°rEsst000- Drawn By:MMB Drawing#1 of 8 Date:12/29/2015 REV:A Drawing Bade:1/8"=1.0' GREENLOGIC ENERGY GreenLogic,LLC Approved David Rivkin 3000 Moores Lane Cutchogue,NY 11935 Surface#A: Tota I System Size:13.734kW Array Size:11.772kW 2 strings of 7 and 1 string of 8 on SB-7000TL 1 stringof8 and 1 string of6on SB-6000TL (shared with S#B) Azimuth.240° Pitch:17° (4211hr Monitoring System: SunPower PanellArray Specifications: Panel:SPR-E20-327 IIIII•M-MM-INliIIII.•••••M:INI•M-M••1••••ti•--••i, Racking:UniRac SunFrame Iu ' ' i ,,,- , pr .,, , may:629 141.8" ' 'I ' ' I','I Surface'48'8"X 15'10" Magic# 41 15/16 1'' ','I I','II,,'1I'''' ,'I,,I ',''I'.'I 36 SunPower ® Power 327W Panels ``, rC', \, I , ,/ `9/I` /a L,'I \,'I — UniRac SunFrame Rail • 65 Eco-Fasten Quik Foot ot //' , MII' ', 'dall14114t. 2x10"Douglas Fir Rafter 16 0.C. Notes: Numberof Roof Layers:1 i•..MI•IIMINMMINIMa •-.•-a ••-I• .NI•-_�M.•- Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engin, • ectSeal: 4,pF NEWT CO '" QN PAtr+4't L•11,. C66182 10FESSol'°- Drawn By:MMB Drawing#2 of 8 Date:12/29/2015 REV:A Drawing Scale:1/8"=1.0' ØGREENLOGIC ENERGY GreenLoglc,LLC Approved David Rivkin 3000 Moores Lane Cutchogue,NY 11935 Surface#A: Total System Size:13.734kW Array Size:11.772kW 2 strings of 7 and 1 string of 8 on SB•7000TL f string of 8 and 1 string of 6 on SB-6000TL (shared with Sf1B) Azimuth:240° Pitch:17° 101 Monitoring System: SunPower' PanellArray Specifications: Panel:SPR-E20-327 Reciting:UniRac SunFrame /\_ �\ /Ts.. Panel:61.39"X 41.18" 4 Array:46'2"X 14'2" X )1/ )I X >KSurface:48'8"X15'10" /7� Magic#:41 15/16" 3 4 Legend: X X �K X �K ® ` 36 SunPower 327W Panels UniRac SunFrame Rail 3 2 • 65 Eco-Fasten Quik Foot X XXK X4 X 8 2x10"Douglas Fir Rafter 16 O.C. W W W 1 W W W \V Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eoo-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engine ct Seal: p:: Za \ ; N Cf 0661a e A�FESSION ' Drawn By:MMB Drawing#3 of 8 Date:12/29/2015 REV:A Drawing Scale:1/8"=1.0' CI‘GREENLOGIC' ENERGY GreenLogic,LLC Approved David Rivkin 3000 Moores Lane Cutchogue,NY 11935 Surface#B: Total System Size:13.734 kW Artay Size:1.962kW 1 string of 6 on SB-60007L(shared with S#A) Azimuth:130° Pitch:35° Monitoring System: SunPower PanellAnay Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame Panel:61.39"X 41.18" Array:15'51..11x/16'X 71,42 1/8° Surface:19'2"X 10'7" Magic#:41 15/16" Legend: ED 6 SunPower 327W Panels — UniRac SunFrame Rail • 15 Eco-Fasten Quik Foot 2x10"Douglas Fir Rafter 16 O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: •S OF NE 1,1, PN PAC�F •,, * r 1 Pi rr 411, 6- A °661 Si '22 oopss10 & Drawn By:MMB Drawing#4 of 8 Date:12/29/2015 REV:A Drawing Scale:3/16"=1.0' GREENLOGIC' ENERGY GreenLog/c,LLC Approved David Rivkin 3000 Moores Lane Cutchogue,NY 11935 Surface#B: Total Syste m Size:13.734kW Array Size:1.962kW 1 stung of 6 on SB-6000TL(shared with S#A) Azimuth.130° Pitch:35° (0%) Monitoring System: SunPower Panel/Array Specifications: Panel:SPR-E20-327 Racking:UniRacSunFrame 111111.1iliningj11 ! IPanel:61.39"X 41.18" J 1 Array:15'511/16"X T 21/8" I I �i�� / j` / 1 i Surface:19'2"X 10'7" ION 10141 1 I'l.j Magic#:4115/16" i' 1 AI/1 I iAl 1 Legend: li�l,`I �I.I,;` �I,�•. ! ® 6 SunPower 327W Panels �,1 r "!',UV ! — UniRac SunFrame Rail ; I'I,I ,�.i • 15 Eco-Fasten Quik Foot _ Aii Ai,'AI I b, 1 , I I' I'` 'I,; I 0 2x10"Douglas Fir Rafter 16 O.C. 11111 iI 1III Notes Number of Roof Layers:l Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: ��pF NEh,i- 4" � QH •PAC0 ,, i' ill.Al " Z , W "pop.ESSIONQ, Drawn By:MMB Drawing#5 of 8 Date:12/29/2015 REV:A Drawing Scale:3/16"=1.0' QGREENLOGIC , ENERGY GreenLogk,LLC Approved David Rivkin 3000 Moores Lane Cutchogue,NY 11935 Surface#B: Total System Size'13.734kW Array Size:1 962kW 1 stung of 6 on SB-6000TL(shared with S#A) Azimuth:1300 — Pitch:35" (0%1 Monitoring System: j SunPower PaneUArray Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame Panel:61.39"X 41.18" T Array:a15'91XT21/8" I� Surface:19'2""XX 1 10'T' 6 / Magic#:41 15/16" Legend: X • ® 6 SunPower 327W Panels UniRac SunFrame Rail 6 • 15 Eco-Fasten Quik Foot 2x10"Douglas Fir Rafter 16 O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: pFNE , kx' PH PqC/A-• O� * Ica "if.,C4tiFw cg OD 066182 --opESS{ONP� Drawn By:MMB Drawing#6 of 8 Date:12/29/2015 REV:A Drawing Scale:3/16"=1.0' No Vent Pipes Will Be Covered By The Solar Array QGREENLOGIC ENERGY GreenLogic,LLC Approved e 18" Service David Rivkin 3000 Moores Lane Walkway Cutchogue,NY 11935 18" Service Total System Size:13.734kW Walkway 2 strings of 7 and 1 string of 8 on SB-7000TL 1 string of 8 and 1 string of 6 on SB-6000TL (shared between S#A and S#B) 41 r---- 2 SMA Inverters 1 Located In Basement Azimuth:130° I ��� Utility Room Monitoring System: i L 4'�♦ SunPower II 31‹..-E,,,,,/..------- ] i� Pane!/Array Specifications: >38 ♦."`' _ a :SPR-E20-327 u I/ 41 Racking: UniRac SunFrame �'♦' Panel:61.39"X 41.18" VV7 �'. EA Magic#:41 15/76" Legend: I/ CO 42 SunPower 327W Panels I UniRac SunFrame Rail 1. I • 80 Eco-Fasten Quik Foot 6 SunPower I 327W Panels 1 8 i 2x10"Douglas Fir Rafter 16 O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, Meter SunPower,SMA 36 SunPowerAdded Roof load of PV System:3.5psf 327W Panels Engineer/ArchitectSeat: N7 ,��of:14ect:y 4.. ?H o. i 11. '1' % "i. 'ry;'f- m ,I- ;J 41 66182 A�'° ss�aNP�' I Drawn By:MMB Drawing#7 of 8 Date.12129/2015 REV:A Drawing Scale:1116"=1.0' QGREENLOGIe: ENERGY ' (r+eenLogic,LLC Approved David Rivkin 3000 Moores lane Cutchogue,NY 11935 Total System Size:13.734kW 2 strings of 7 and 1 string of 8 on SB-7000T1 1 string of 8 and 1 string of 6 on SB-6000TL , (shared between S#A and S#B) Material List gty. Rail Material List gq, [ Azimuth 130° — , (6)) 4 Monitoring System: – SunPower Eco-Fasten Quick Foot Base Plate 80Panel/Array Specifications: Eco-Fasten Quick Foot Square Aluminum_ Block 80 ' , • - - Panel:SPR-E20-327 Eco-Fasten Quick Foot Flashing 80 ' Racking:UniRac SunFrame 814-13x4.5"DPI Concealer Screw 160 , Panel:61.39"X 41.18" Magic#:41 15/16" Legend: ' -". "-- ® 42 SunPower 327W Panels — UniRac SunFrame Rail • 80 Eco-Fasten Quik Foot , - 8 8 2x10"Douglas Fir Rafter 16 O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" , -- - - - Materials Used:Eco-Fasten,UniRac, SunPower,SMA { ' i Added Roof load of PV System:3.5psf i Engineer/Architect Seal: y'<,c‘ pF Ne ,, t' pH P4011 y0 !' 0 • * i rI r Z. 'R t1► N • ,../ 02 �O 066182 a�bbRSit7NP�, Drawn By:MMB Drawing#8 of 8 Date:12/29/2015 REV:A Drawing Scale:1/16"=1.0' SUNFRAME® Code,- : - ,,,,,,,:,':4!' -‘11: n Compliant Installation Manual 80.9 C lu Z ci- w cx ',, ,:::: _ -,..„.,. :,„*,,,,v,,,,,,,,,,,,,,,,,,,,,,...;,.:::.. ..,:,..... , . t.-.„.,.. :.,..... .:.*:,-,;s. , c„...,3,41,47.1*-_,..„,,,,,:;(*otz.,,,, , "Tr a qx, ✓ �.' r�. '�'" O inl .. .,,,,,,,,i0,,,,,,41.„- ,,,,,,,,,,,.„,.,,..,,,,,,,,,,,, .,,,,,,,,,,, -- _, :ice ,rr .4:✓ � -.. <,,,,:::,,,,,,,:.,%,,oficov, -~ .J R..,. .' 0 ..4,:;:....: -0 ro fi- r.:c rtn ham. t �' '�'^ J,'i /7:2-2, f� .;�'• S �� 'f� Mkt .Nares ��"�'w.t.„. ��% r w 11) ✓ F .. .l� a .�,€ ' `` ...� �. '"^*r � ter, :',77,,/?,:':.' '''S:?,:*:7:7;:.,„',<''''.'4;:';'''''''''''7C7'7, .;,‘. fir- � "� �• Table of Contents z i.Letter of Certification 2 3 ii.Installer's Responsibilities 3 Part I.Procedure to Determine the Total Design Wind Load 4 �' Part II.Procedure to Select Rail Span and Rail Type 11 Part III.Installing SunFrame 14 RAC ®� Pub 0904094cc ® li ® April 2009 D 2009 by Unirac,Inc. Unuac welcomes input concerning the accuracy and user-friendliness of this publication Please write to publications@unirac.com. All rights reserved. filUNIRACUnirac 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 2006,IBC 2003,ASCE 7- 02,ASCE 7-05 and California Building Code 2007(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 30). r AThe installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof,its rafters,connections,and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof,including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation.Parameters, such as snow loading,wind speed,exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 SunFrame Unirac Code-Compliant Installation Manual s A C Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads maybe obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is. you have any questions about the definitions or procedures presented in this manuaL Umrac uses Method 1,the Simplified Method,for calculating the Design Wind Load for Pnet(psf)=AKztrpner3o pressures on components and cladding in this document. Pnet(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kzt=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom of the PV panels. I=Importance Factor This method is not approved for open structure calculations. Applications of these procedures is subject to the following Pnet30(Psf)=net design wind pressure for Exposure B,at height ASCE 7-05 limitations: =30,I=1 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 fiat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary(contributing load)to a support or to a simple-span of rail.That area is the Step 1:Determine Basic Wind Speed,V(mph) Effective Wind Area. Determine the Basic Wind Speed,V(mph)by consulting your local building department or locating your installation on the maps in Figure 1,page 4. Page 3 Ells Unirac Code-Compliant Installation Manual SunFrame tiltkohf 1 irgi 04 0-11111 tj INi ii 1 tigiTe,���.w�_ so(ao) it Pr , PION" P %JR' rt' `Na 1 zlitSir V� ' ,I 100(45) 85 mph � r■w~. Tr■■■■""i,m li it drum Tait �S�sfu j it' x(38 m• Is} ipo • � �11 1 ; 1Vl 010.`..yr ,{rat A�t� yiL i 110(49) 4t laa awn"'0, rt.#'r ill rss';1�n Wigf fo irot614 wiiva0A 7 ' 120(54) r aiLr1 w(i4 iPw i1 . laM 11141€7, � � 1[�rrr.Zwr+�y't++■r= rc■Y �� g �- �■`t.r■ ■r ■ rarR 90 mp rwr 1 p+aw'Li ■. . ( i �....._ was= ■lit; raTl/t wr.■+ tj'esoi'�fr■r i r ole. or4r'' r1 rti 40 m 4 +.,'.a� f 9i 1 t ti s1► 1 �,.i.� yt� WNW* rf4�%�M .�i� � J � ■ ���r�r'rr����I,*r►'�#x�' F,� i 4 90 mp ,. rns: PALM It ftp rat i trill ,,,Z lit i s "i'i` rit r vv,rr ^'rr r r r r `r�r M K t>r�r' yt,rtY ,,� ilL (40 i1t/S) �"" �rar rt■■ M �`''r!� r ¢` �t: .��"""rw,. arS"uf'tb. . �j ,, , ..+.rR„pall .+■rrer of`risI n'M` rk��7l y`tkei.nIiii at 4.Ls ii r�4��t A '+1■� lit�w.�°t3�,"' tl�/R1 •�''a111 r�rAw•'+�('#fac►�r Fsr.��v}'r�:v+.'3ai�£ b"Hi.r?r r ■rr ■■ �nrwrw r l■ r'sl�l�1"t' +�.0 i .� ✓ c?-, �w<iisrCr�■r.��•�r_�v�_��i�! t. rj:�.�s i��a".�i=it�i+' t• 130(58) 111101411141 r■'11iRr pfaveN:"'C.Ii■ste"icr.■. •r:����`'t'�+.r. ikg �'� .. frrr1I1111 lt1aLV fid' ria i+ti "t •i .*a i lr i`*:,4ra �. irlrt■sl<�� rIL"� i� '�i ryk.�i 1■`r .�~�e, �'�rA� i� I' 140(63) ,:r�.�. i�rt r>ARi�■"��■ �r.7`7�s+r.'R r*t i'► v! �i'r'tr +?vw Z��,wvlir r. ipo�R 0 r Vivi 4 r1 l+ s/oo ki,id's. �ir� ,ilitilkil ����>•f fF rAr�T�r�1 {•" Ar +1■:u ali�ltfw t...1�1+ i4,,K■ 1;10 .rsr. ►1t'+•.'., Miles per hour 4 +lrrrt IrR • iiilrl I■ t rwi • r r�y�rey+�fi�.y, �a11,11 aisrieineriteriiiii:�l;"". �yC■.�'NIIIVI sl,y.+`warms.i (meters per second) trrR■ r ♦a p h,tg y ew,t+tt.r! !i-!.* „.t., i ��-4iiiint �ecamt'�let—srxr.--to �,,-0.F,,,lr ar.It i. + � �\e0�+►ft/�T •�fY;!���Erraaf^��,s1 ■z�Yt� _,Agarkar t� t.til...Millie:e�:s:,'-..K o—valo'v� 130(58} Figure 1.Basic Wind Seeds.Adapted and IO'1�lrigataGGs0! =-Its::�'v '' 1i�t applicable to ASCE 7-05.Values are nominal is�4t054, 'T~ "‘ 140(63��:�yi 140;6,3j PP It Ys e!" 140(63} 150(67} 911 �, design 3-second gust wind speeds at 33 feet `' + ,� 150(67) above ground for Exposure Category C. wtl it vi ai y r 480(40) '1��ti I H Special Wind Region - 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 (0 3 ^3_ .-..3 3^___..3' 4 4_:,_ 4 w_ :4 4 ._._.4' 4 5 6 7; 8 12 14 20 I5 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 I2µ 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,^Y'_,4 5 _16 —7 .8 _w,9 ,10 12:5__ 15. 16 16_ 16 16 20J 45 3 3 3 3 3 4 5 6 7 8 910 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. ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. Page 4 SunFrame Unirac Code-Compliant Installation Manual if U N 1;$ C 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. AO Figure 2.Enclosed buildings,wall and roofs ,.,',:,1, ((`�,, Flat RoofHip Roof(7° < A <_ 27°),"7 ,. °` ' ': h r'' of fi 'ql �" c' ` Q ,/ ,E* -1 i ,,• / ''''''' 11"1 ,„,-"' ,,,,,,4‹,---,-, � T Gable Roof(8 <_ 7°) ,, ° •,"- "��N Gable Roof(7° < 8 <_ 45°)N , -, ," `` s 4,;,,,,,. /� �. • r a .ftl�:F :r. ,/ a z, a' �� Jam,, ` a „.. a Interior Zones `. '�, , End Zones i = Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 '' Roofs-Zone 3 Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41 Step 4:Determine Net Design Wind Pressure,pnetso Both downforce and uplift pressures must be considered (psf) in overall design. Refer to Section II,Step 1 for applying Using the Effective Wind Area(Step 2),Roof Zone Location downforce and uplift pressures.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),look up the toward the surface.Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2,page 6. Use surface. the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Page 5 U NI RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pnet30(psf) Roof and Wall Basic Wind Speed,V(mph) 90 100 1110 120 130 140 ISO 170 Effective Wind Area Zone (sf) Downforce Uplift Downforce Uplift :Downforce Uplift Downforce Uplift(Downforce Uplift Downforce Uplift Downforce Uplift `Downforce Uplift r• 3 ' I 10 5.9 -14.6 7.3 -18.0 ; 8.9` -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 . -40.5 21.1 -52.0 1 20 5.6 -141 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 ✓ I 50 5:1 '-13.7 ; 6.3 -16.9 17.6. -20.5 1 9.0 -24.4 10.6 -28.6 12.3 -33.2 • 14.1 -38.1 1 18.1 -48.9 b I 100 4.7 -13.3 1 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 U 2 10 5.9 -24.4 7.3 -30.2 ;,p.9 -36.5 ` 10.5 -43.5 I2.4 '-5I.0 14.3 -59.2 ' 16.5 -67.9 21.1 -87.2 2 20 5.6 -21.8 6.9 -27.0 8.3" -32.6 1 9.9 -38.8 ; 11.6 -45.6 13.4 -52.9 ; 15.4 -60.71 19.8 -78.0 O 2 50 5.1 -18.4 , 6.3 -22.7 ' 7.6 -27.5 9.0 -32.7 I 10.6' -38.4 12.3 -44.5 1 14.1 -51.1 1 18.1 -65.7 6 2 100 4.7 -15.8 : 5.8 -19.5 17.0 -23.6 : 8.3 -28.1 , 9.8 -33.0 11.4 -38.2 113.0 -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 • 6.9 -37.6 8.3 -45.5 € 9.9 -54.2 11.6 -63.6 13.4 -73.8 , 15.4 -84.7; 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 -7.6 -33.1 9.0 -39.3 10.6'•"-46.2 12.3 -53.5 .=14.1' -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 : 8.3 -28.1 , 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 I 10 8.4 =13.3 10.4 -16.5 1112.5 19.9•`. 14.9 -23.7 1 17.5 -27.8 20.3 -32.3 ;23.3' -37.0 1 30.0 -47.6 1 20 7.7 13.0 9.4 -16 0 .1 1.4 -19.4 113.6 -23.0 16.0 =-27.0= 18.5 -31.4 '213 -36.0 1 27.3 -46.3 v 1 50 6.7 -12.5 8.2 -15.4 10.0' -18.6 ; 11.9 -22.2 ' 13.9 -26.0 ' 16.1 -30.2 18.5 -34.6 ` 23.8 -44.5 • I 100 5.9 -12.1 7.3 -14.9 ; 8.9 -18.1 10.5 -21.5 r 12,4 -25.2 14.3 -29.3 16.5 -33.6: 21.1 -43.2 9 2 10 8.4:' -23.2 10.4 -28.7 12.5 -34.7- i 14.9 -41.3 17.5 448.4 20.3 -56.2 23.3 . -64.5 1 30.0 -82.8 N 2 20 7.7 -21.4 9.4 -26.4 1.1.4 -31.9' s 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.7 -18,9 8.2 -23.3 10.0 -28.2. 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 c 2 100 5.9 -17.0 7.3 -21.0 ; 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 { 21.1 -60.8 3 10 8.4 -34.3 10.4 -42.4 112.5 -51.3 . 14.9 -61.0 47.5 -71.6 20.3 -83.1 123.3 -95.4 ' 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 ;11.4 -47.9 + 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 ; 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 110.0 -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' t 10.5 -47.9 ; 12.4 -56.2 14.3 -65.1 x 16.5 -74.8 1 21.1 -96.0 I 10 13.3 -14.6 16.5 -18.0 '19.9 -21.8. 23.7 -25.9 27,8 -30,4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13:8 16.0 -17.1 119,4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 l 36.0' -38.4 ; 46.3 -49.3 v I 50 12.5 =-12.8 1 15.4 -15.9 1 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 '34.6 -35.7 . 44.5 -45.8 • I 100 12.1 -12.1 14.9 -14.9 18.1 -18,1 21.5 -21.5 i 25.2 -25.2 29.3 -29.3 133.6 -33.6 43.2 -43.2 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 kill 2 20 13.0' -16.3 . 16.0 -20.1 119.4 -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,-=15,3 15.4 -18.9 118.6 -22.9 1 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 -18.0 118,1 -21.8 21.5 -25.9 , 25.2 '-30.4 29.3 -35.3 :•33.6 ` 40.5' 43.2 -52.0 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 iY 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 1 23.0 -29.0 1'27.0 -34.0 31.4 -39.4 136:0 -45.3 , 46.3 -58.1 3 50 12.5 115.3 ' 15.4 -18.9 118.6 -22.9 1 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 1 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 '21.5 -25.9 25.2 -30.4 29.3 -35.3 '33.6 ; -40.5 ' 43.2 -52.0 4 10 14.6' -15.8 18 0 -19.5 1i21.8 -23.6 25.9 -28.1 1 30.4 -33.0 35.3 -38.2 ,40.5 -43.9 , 52.0 -56.4 4 20 13.9' -15.1 17.2 -18.7 110,8 '-22.6 1 24.7 -26.9 ; 29.0 '-31.6 33.7 -36.7 38:7 -42.1 ; 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 3 23.2 -25.4 27.2 -29.8 31 6 -34.6 36,2' -39.7 l 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 E 44.2 -48.6 3 4 500 •10.9 -12.1 13.4 -14.9 06.2 18.1. E 19.3 -21.5 (22.7 4-25.2 26.3 -29.3 ,30.2 -33.6 , 38.8 -43.2 5 10 14.6 -19.5 18.0 -24.1 21.8 29.1 ; 25.9 -34.7 30.4 440.7 35.3 -47.2 40,5 -54.2 ; 52.0 -69.6 5 20 13.9• -18.2 17.2 -22.5 20.8 -27.2 ' 24.7 -32.4 29.0. -38.0 33.7 -44.0 38.7 -50.5 ; 49.6 -64.9 5 50 13.0,"" -16.5 16.1 -20.3 119.5 -24.6 <23.2 -29.3 >27.2 -34.3 31.6 -39.8 3,6.2 -45.7•` 46.6 -58.7 5 100 12.4` '15.1 15.3 -18.7 'I8.5' -22.6 {22.0 -26.9 25.9 .-31.6 30.0 -36.7 ;=34.4 .-42.1 1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 ;16.2 -18.1 ' 19.3 -21.5 22.7 -25.2 26.3 -29.3 ,30.2 -33.6 38.8 -43.2 Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Page 6 SunFrameUnirac Code-Compliant Installation Manual ®a- I I Table 3.pnet3o(psf) Roof Overhang EffecoPe Bomcwnd Speed,V(mph) Weld Area Zone (st) 90 100 110 120 130 140 ' 150 , 170 v, 2 10 -21.0 -25.9 • -31.4 -37.3 -43.8 -50 8 -58.3 -74.9 d 2 20 -20.6 -25.5 -30.8, -36.7 43.0 E -49.9 -57.3 -73.6 d 2 50 -20.1 -24.9 -30.1 -35.8 '-42.0 -48.7 E-55.9 -71 8 'a 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 - -70.5 O 3 10 -34.6 -42.7 -51.6 -61.5 , - -72.1 ' -83.7 -96.0 -123.4 0 3 20 -27.1 -33.5 -40.5 -48.3 t -56.6 -65.7 -75.4 -96.8 O .3 50 -17.3 ` -21.4 -25.9• -30.8 - --36.1 ,. -41.9 -48.1 -61.8 o: 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 n 2 10 -27.2,,- -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 w I. • 2 20 -27.2 -33.5 -40.6 -48.3 -56.7- -65.7 -75.5 -96.9 d00 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96 9 n 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65 7 -75.5 -96.9 N _ _ o 3 10 -45.7 -56.4 -68.3 i -81.2 -95.3 E ¢ -110.6 -126.9 -163.0 N. 3 20 -41.2 -50.9 41L6 -73.3 -86.0 -99.8 -114.5 -147.1 w o 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 re 3 100 . -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 . -110.1 o 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 F -59.8 -68.6 . -88.1 0 to 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 1 -58.0 -66:5 ' -85.5 T9 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 = -55.6 -63.8 -82 0 ✓ 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 ✓ 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 oce 3 100 -22.2` -27.4 , :-33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCE/SEI 7-0S, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p 44 Step 5:Determine the Topographic Factor,Kat EXPOSURE C has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,KZt,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE n has flat,unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone Topographic Factor. regions. This category includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Determine the Exposure Category by using the following Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs,and confirm your selection with the local building authority. The ASCE/SEI 7-05*defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine adjustment factor for height and Table 4. Adjustment Factor (A)for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height,h Exposure (ft),look up the adjustment factor for height and exposure in Mean roof Table 4 height(ft) B C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 I.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 .00 1.40 166 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 .70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 Step 9:Calculate the Design Wind Load,Pnet(psf) 55 1 12 1.62 1.87 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by the adjustment factor for height and exposure,A(Step 7),the Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p 44. Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: Pnet(psf)=AKztd pnet30 Pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pner3o(psf)=net design wind pressure for Exposure B,at height =30,I=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Varnohle Description Symbol Value Una Step Reference Building Height h_ . _... .... Building,Least Horizontal Dimension ft Exposure Category 6 Basic Wind Speed V, _ mph I Figure I , Effective Roof Area sf 2 Roof Zone Setback Length a_ ..r. ft MA 3- __ Table I Roof Zone Location 3 Figure 2 _ ...."_., Net Design Wind Pressure _ pner3o: ,„ ._" _ psf Table 2,3 4 _ ._. Topographic Factor Kzt x 5 Adjustment factor for height and exposure category ,, �I,_ " ,W x 7 „ Table 4_ Importance Factor I x 8 Table 5 Total Design Wind Load Pnet =_9_ .__. Page 8 • SunFrame Unirac Code-Compliant Installation Manual ®ems Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- math Basic Wind Speed,V= gains with Basic Wind Category Category Deslcripuon Building Type Examples 85-100 mph,and Alaska Speed,V>100mph 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 1,111,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacitymorethan 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: shelters Designated emergency preparedness communication,and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source. IBC 2006,Table 1604.5,Occupancy Category of Buildings and other structures,p 281;ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p 77 Page 9 .. A 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 the reductions allowed for supports of continuous beams over Load',S(psf),Design Wind Load,pner(psf)from Part I,Step multiple supports.Please refer to Part I for more information 9 and the Dead Load Step(ps9 Both Uplift and Downforce a Wind on beam calculations,equations and assumptions. Loads calculated in 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,pnet• See P(psf)=1.OD+LOS'(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=1.OD+I.Opnet(downforce case 2) 3.Please Note:The terms rail span and footing spacing P(psf)=1.0D+0.75S1+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D+1.0pnet (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 psf,see your Unirac distributor,a local structural engineer or S=Snow Load(psf) contact Unirac. Pnet=Design Wind Load(psf) The following procedure will guide you in selecting a Unirac rail for a flush mount installation.It will also help determine The maximum Dead Load,D(psf),is 5 psf based on market the design loading imposed by the Unirac PV Mounting research and internal data. Assembly that the building structure must be capable of 1 Snow Load Reduction-The snow load can be reduced according supporting. to Chapter 7 of ASCE 7-05. The reduction is a function of the roof r slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Figure 3.Rail span and footing `\ spacing are interchangeable. \ \ / RVSpan L ,---., ` or oot S'oaciq�, \'� `�'' `\\ i B tt err o Qe'Qer c20 Note:Modules must be centered symmetrically on Page the rails(+/-2*),as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual IS RAC Table 7. ASCE 7ASD Load Combinations Description Variable } • DownforceCase i DovmfarceCase2 ..,DownfurceCase3 _ ' Upliift. wets Dead Load D ' 1.0 x 1.0 x 1.0 z 0.0,,x psf Snow Load S , 1.0 x + - §' ", 0.75 x +. .. psf Design Wind Load Pnet ' • 1.0 x + 0.75 x• + - ' VD x .- , ; psf Total Design Load P -•• psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Using the distributed load,w,from Part II,Step 2,look up the w(plf) allowable spans,L,for SunFrame. Determine the Distributed Load,w(plf),by multiplying the module width,B(ft),by the Total Design Load,P(psf).Use the There are two tables,L-Foot SunFrame Series Rail Span Table maximum absolute value of the three downforce cases and the and Double L-Foot SunFrame Series Rail Span Table. The Uplift Case. We assume each module is supported by one rail. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to Part w=Distributed Load(pounds per linear foot,plf) III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Step 3:Determine Rail Span/L-Foot Spacing Table 8.L-Foot SunFrame Series Rail Span Span w=Distributed Load(plO (0) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF,,,,,SF_, Si"'SF,_ Si--ST:,SF _SF SF.,,,,SF SF..,_ SF _. SF_ .., SF__,.,,SF.,',_._'SF SF... ,.SF,_.'SF.„..-2 ,..__-,,T, ...,,,.,_,. _2.5._ _ SF__ SF___SF , SF _ SF _..SF. SF_,.,,•_,SF,,__SF SF,,,,SF ,_ SF__„__SF SF„_ SF ___SF _ SF,"___SF_, ,_ 3__.. „,SF. ,_SF ,:. .SF..._:SF SF .,'SF. ,,SF SF._:.SF.,,,.,__SF SF „SF� ,';,•SF_.. SF_..�,SF_,., SF......._. ,__,_w_.'. 35 , SF SF SF_,_e SF SFv._, SF,_ SF _SF_____SF _.__ ___SF SF SF,,,, __SF, SF ,__v_,__ _ 4' SF $F SF' ,SF SF_. SF., SE, _ SF ,SiF.,,.,".SF_ SF" _,.SF,,,,,`_SF.,_ .. ' . ,..,:__ _..,.. __..._>_ ... .._— 45 SF SF SF SF SF SF SF SF SF SF SF ._ :5,_, SF. SF SF SF, SF' ' SF, „ SF Si SF._, SF SF ,,., 5 5 SF SF 5F SF $F SF SF SF SF SF •6 SF 'SF, SF. SF,, SF _'SF SF SF SF, _. _. 6 5 SF SF SF SF SF SF SF SF SF _75__„SF SF, ,SF,_ ,_SF _SF ,,,,SF SF.•_, SF_._,,,_ 8,,_ SF._ „SF 'SF , SF, ,SF SF' SF SF _ _,_, _.,'.,__ _.,.„_ 8 5 SF SF SF SF SF_ ,SF” SF 9 SF SF SF SF SF, ,SF,..,,,. _, ,, . ..—,,,f• . .. ........__ 9 5 SF SF SF SF SF SF 10 ', SF SF ' SF" ,_`Si_ SF _ "" — _ 10.5 SF SF SF SF 11 SF SF SF `• SF, 11.5 SF SF SF '12 ' SF , SF SF ,,, ._.,_. 125 SF SF 13 SF SF .,,,„,.... 13.5 SF .,... _ ,___. __,._ _.14 ' SF_ - - _,.. Page 11 �� �,� ti N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span Span w=butnbuted Load(p15 (1/) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF_ --Si SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF--_SF SF SF 2 5 SF SF SF SF SF SF , SF SF SF SF SF SF SF SF SF SF SF SF SF 3 ' SF_ SF_ .SF SF_,_SF _ SF SF SF_,__SF__,-_SF _SF _ _5F SF ...SF. -SF SF -_SF. 'SF SF SF 3 5 SF - SF SF SF SF SF SF SF SF- SF SF _SF SF SF SF SF SF SF 4 SF_ _SF SF SF _SF_ SF - SF- SF -,,SF SF _ SF_ SF . SF SF,,,,_SF _ - _ ,___ -, _ ,- ,._ -_ 4,5 SF SF SF SF SF SF SF SF SF SF SF SF _ _ _,,,, ,_ 5 SF SF SF SF 'SF SF SF W Sr. °SF SF _-„ 5 5 SF SF SF SF SF SF SF SF SF _ 6 SF _,SF SF SF SF SF SF SF ' 6 5 SF SF SFSF SF SF SF �__ _,_, —-- _ 7 SF SF SF f �.SF SF SF ,- _ 7 S SF SF SF SF SF __SF, _, __ .__ ._. ._. ., _.._ ._ 8 SF_ --SF SF SF ,. SF 8 5 SF SF SF SF , SF 9 5F' SF SF SF _ _. _. .-._._ ._..,._. - - . 9 5 SF SF SF SF - _ _ 10 SF SFSF , 105 SF SF SF II SF SF ..SF -. . .-- __ —- - -- - ' 115 SF SF 12 SF. Sr ,- 12 5 SF 13 SF _ _ 135 $F __ - - . _ -w ._ Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(ibs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It is the installer's responsibility to verify that the building, multiplying the Total Design Load,P(psf)(Step 1)by the Rail structure is strong enough to support the point load Span,L(ft) (Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R(lbs)=PLB R=Point Load(lbs) P=Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Page 12 SunFrame Unirac Code-Compliant Installation Manual LINIRAC Table I 0.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table I I.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber(ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load s Force,R(lbs),requirements. Specific /c" 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 Engelmann Spruce,Lodgepole Pine enough to support the maximum point loads calculated according to (MSR 1650 f &higher) 0.46 235 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 f Southern Pine 0.55 307 Thread depth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Counol,NDS 2005,Table 1 1.2A,I l.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 specifry 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 Counol NDS for Wood Construction Page *Use flat washers with lag screws. 13 MS i main A o L 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 06> I© Figure 4.SunFrame components. Y, .a© (-177N-- 0 7:moir:.A.> am I 01 0 III I Figure 5.SunFrame threaded slot rail, cross section,actual size. 14 SunFrame Unirac Code-Compliant Installation Manual ®kms LI N I RAC 0 Rail—Supports PV modules.Use one per row of modules ®L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ules between rails.Includes 3/s"x 11/4" bolt with flange 0 Cap strip—Secures PV modules to rails and neatly frames top of array.Lengths equals rail lengths.Cap strips nut " attaching L-foot or standoff shaft,and two /w are sized for specific PV modules.Shipped in 8-or 16-foot x 2 /z lag bolts with flat washers for securing sliders to lenghs.Predrilled every 8 inches.6105-T5 aluminum rafters. extrusion,anodized(clear or dark bronze)to match PV ®Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for Capstripscrew 1/4 20 x 1,Type F thread cutting) example).Use one per L-foot. Two-piece(pictured): © ( —Use 6105-T5 aluminum extrusion.Includes 3%'x 3/4'serrated to secure each cap strip(and PV modules)to rail,one per flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an additional end screw wherever a two 5/16"x 314 lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/s"x 11/d' any cap strip segment.18 8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for 0 Rail splice—Joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansion joint.8 inches long,predrilled.6105-T5 aluminum extrusion,an- odized(clear or dark bronze)to match PV module frame. Installer supplied materials: 0 Self-drilling screw(No.10 x 3/4')—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out 0 End caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with 0 Truss-head sheet metal screw(No.8 x 5/e)—Use 2 per L-foot adjusting sliders and standoffs. end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. 0 L-foot—Use to secure rails either through roofing mate- rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently Use no less than one L-foot per 4 feet of rail.6105-T5 Asked Questions..."(p.16). aluminum extrusion,anodized(clear or dark bronze)to match PV module frame. OL-foot bolt(3/s"x 11/4')—Use one per L-foot to secure rail to L-foot.304 stainless steel. 0 Flange nut(3/s")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. i/ 1 Stainless steel hardware can seize up,a process Acalled galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably Lan anti-seize lubricant,available at auto parts stores,(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. Page 15 :: 'Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. - Footings must be lagged into structural members.Never attach them to the decking alone,which leaves both the array and roof susceptible to severe damage. AFor array widths or lengths greater than 32 feet,contact Unirac concerning thermal expansion issues. ' - 1 1V2"at each end of array Sample layout,illustrated iri Figure 4' Assumptions:12 modules(60"x 36"), —•- F -`4.arranged,in3rows of4modules; _•„ - . Roar Array width =1.44-'f36-module width x 4 modules per raw} «'°'..: pe k . Array length=-180":(60"•module length x 3 rows) - - „ +3"(lila"end rail width x 2 i•ails)"",. ";. ,•w , /,�space between modulel taws E .. +11/a"(3/a"between-module rail width x.2'rails) - 1841/2' , " x. " ..... . ,... ....m:.w::;°a;:14,._...� ..._. ._ I.._ .__....a„..,, 1.Laying out the installation area Array length °Module Rails Always install SunFrame rails perpendicular to rafters.(These length see':•y'" instructions assume typical rafters that run from the gutter slry • caption) ••M, to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower -- T --may —�- edge of the roof),and must be mounted within 10 degrees of p, r-> horizontal. ' ,°,- ' Module ; Leave adequate room to move safely around the array during width ,p installation.During module installation,you will need to slide a 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 s, .. w " of modules per row in your installation,determine the size of r' your array area following Figure 6. 14 t Array width sI (module width times modules per row) Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. Others are assembled with pan-head screws.All such features must be included in module length. Pige 16 SunFrame Unirac Code-Compliant Installation Manual SPUN RAC 2.Installing the lowest row of L-feet and rail _ Mr /�i - m In the lowest row,it is not necessary to use L-foot adjusting ,�;' ,o�' sliders,even if you plan to use them in subsequent rows.Install ,'%�' ,�, � L-feet directly onto low profile roofing material such as asphalt .�,°'� ,p' ,n;%` • shingles or sheet metal.(For high profile roofs,such as tile ,Uf 'gf' ,0,,, or shake,use optional standoffs with flashing to raise L-feet. ;n':' �';' 4' ° ,fr L-feet must be flush with or above the highest point of the roof /¢�,o, „�'i' rj;{` ,��,' ,surface. ca° •° N oer ,p, �i ,of ,'9/ L-feet can be placed with the double-slotted side against the ,;f' ,'o�' ,�;� roof surface(as in Fig.7)or with the single-slotted side against ,�'�` '0°1 the roof(which increases air circulation beneath modules). '�` ,'��` Module-to-roof dimensions are listed on page 15 for both ar- ;,, ,bd" rangements. f/�o�' Lfeet -- / If you are using L-foot adjusting sliders,you must use / Athe short side of the the L foot against the roof in the Lag I / // / first row.See Figure 9 below. screw ', / , If you are using both L-foot adjusting sliders and standoffs, '' / / Always lag into slot see the upper box on page 11. / nearest the bend � � in the L-foot Install the first row of L-feet at the lower edge of the instal- TA" lation area(Fig.8).Ensure feet are aligned by using a chalk / / line.(A SunFrame rail can also be used as a straight edge.) Lower edge of Position the L-feet with respect to the lower edge of the roof as / installation area illustrated in Figures 7 and 8. Figure 7 Placement of first L-foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. ,;w Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L-feet are against ' °:.ri= - the roof,lag through the slot nearest the bend in the L-foot(Figs.7 and 8). '...-AA,(,),• fy.,w,f ,-;° Utilityslot for-- --1screw • Cut the rails to your ,^''''' . ••.. -a‘, array width,being sure ',/-' .--,, -J',, t' ti+ to keep rail slots free . , °i. ''-3, < T of roofing grit or other Utility slot for 1/4 , 3 I 5 ' debris.If your instal- hexhead bolt Slot for �8" lation requires splices, Figure 8.L-Foot footing bolt '" I orientation. _ t ,, assemble them prior to �," ', >. attachingL-feet(see"Footingand splicing require- -,, ,.:'1 ments,"p.11,and"Material planning for rails and • l''- '`,'°»-7"•<'1_ cap strips,"p.13).Slide the 3/8-inch mounting ,':^N f bolts into the footing slots. If more than one splice ' �" ek >s used on a rail,slide L foot bolt(s)into the footing _ 7- �' slot(s)of the interior rail segments)before splicing. , f '~ Loosely attach the rails to the L-feet with the k,:;•,,,,,-.„ ;,, i € "`~ i flange nuts.Ensure that rails are oriented with ti ?',; ' respect to the L-feet as shown in Figure 9.Align the F'` . - , ends of the rail to the edge of the installation area. '''''N,••','1:,•• Ensure that the rail is straight and parallel to the ' 7r edge of the roof.Then tighten the lag screws. 'A, µ 7 Roof peak '"' . =°` - ! Figure 9.L-foot orientation in conjunction with I € L foot adjusting sliders.The sliders include two , - utility slots to secure module wiring,combiner 'p° boxes,and other system components. Page 17 :PUN I RALUnirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8-inch hex- sliders,although flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no standoffs. 7v 4 a4w -,l- , . ,43... g$§i \ 1 "1 k ‘ ‘ ..)— £ , a.1 \''. 5 .. \,1 AS -r .,...,...„ ......... 1 tt. ,.. _sm.,— ,!,,..„,„_____ ...,_. .....,.. 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. 14—B '14 A-01 L-foot This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet,thermal expansion joints 6. Interior rail sections supported by only one L-foot must maybe necessary.Please contact Unirac. be adjacent,on at least one side,to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) is determined by wind loading(see pp.5-8,especially 7. Rail sections longer than half the footing spacing re- step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of Rafters the maximum footing spacing(A) For example,if Span A is 32 inches,Overhang B should not exceed 16 inches. Stringer r ... rr -"'1 Rail r-- � Modules should always be fully supported by rails.In other words,modules ,_ ". should never overhang rails.This is especially critical when supporting the t short side of a non-rectangular module.When a rail supports a pair of non- �4,`„”, .< > _, -- z rectangular modules by themselves(right),it must be supported by at least '` y. ,.. two L-feet.The rail should be at least 14 and no more than 24 inches long, " ,,', AZ: < . which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 u r fls SunFrame Unirac Code-Compliant Installation Manual ®�w 3.Laying out and installing the next row of L-feet ' - ' - 1 With L-feet only:Position the second row of L-feet in accor- \ ;ti, • 1 dance with Figure 10.Ensure that you measure between the , -. • , );,;7, • lower bolt hole centers of each row of L-feet.Install the second a:o' '"�, Module length+3/4" ;`' i row of L-feet in the same manner and orientation as the first ::s4, •",; •.::-----,,,,, - (hole to hole) 1 "/' row,but leave the lag screws a half turn loose.Be aware of the , ,. ' , / set-up time of your sealant;the L-feet will not be fully tight- / ened until Step.4. With L-foot adjusting sliders:Use a chalk line to mark the i ''� �� position of the slider center holes of the next row.The illustra- / "S ,.-- tion below provides spacing guidelines.The length of the \''.„,_ '5'' `", / .- module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L-foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 4(p.9). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. Roof peak __________--1.• 1'` A=module length A ;E r,,p 6 —Align slider 'A,r t A _.,. center hole ''"'4,4,;,., to chalk line .,--::.== `; Lowest row of L-feet 11w --"7.-L .,,,,,;:2----:-,-,:71.11- —►�Align slider "";(1.-10 (no footing sliders) µ A-3 1/4" center hole n,; -""J to chalk line 14 t A +3/4" A+ 1 3/16" \..t.___________. A+2 1/4" Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail .,.---""" ' Snug in the same manner and orientation as the first rail.After rail _.,. ;' - , :`':„,,,-.1.., .: alignment,tighten the rail mounting bolts to between 30 and M �odulr- ` t) 35 foot-pounds. " Lay one module in place at one end of the rails,and snug -,„ -, the upper rail(Fig.12)toward the lower rail,leaving no gap ' ` between the ends of the modules and either rail.(If pan-head ... _ .. °-E screw heads represent the true end of the modules,be sure the screw heads touch the rails on both ends.)Tighten the lag ,,"µ , ,Lag sdrew _” screw on that end.Slide the module down the rails,snugging i l ag SCrw (l,oif,turn loose)°, Fgg g ''(tight) . ° . the rails and tightening the remaining lag screws as you go. ..,.,4i-,-9:,°m.. - With L-foot adjusting sliders:Install rails on first and second rows of L-feet.Verify spacing by placing a module onto the Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. 5.Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow • All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 19 Th ifUNIRAC Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap strip segment that crosses the array center line,and position of every rail segment.Wherever there is no prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment,drill a 1/4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw.(In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing A good planning can also achieve both material conservation and splicing requirements"(p.11).In this example, and superior aesthetics.This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p. 11).Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line 1E 1 I I 11 1 E1 I 1 1 Trim line(array edge) I Trim line(array edge f;-->I is { ( 1 .:{ • •V112"• • i •i • •• • 1 X96" •• •• • I •• 1st cap strip II E C 83" ; ; E 122" ; 4th rail I1 I ,I I I it • • .W 112" X 96" 2nd cap strip } I 1 I I B 83" 1 I D 122" 3rd rail 1 )1 1 I 1 i ' I cl i :E1 • 1 • • •V 80" • • 1 . . . • ; • . ` • s• • • ; Y 128" • • • • 1 • 3rd cap strip , , Q A 96" 1 ; 'x4` ` C 109" 1 2nd rail E gE II ' \ 1 I ., r + e 1 • • •W 80" • • 1 • • ., ., • . •ii, .I Z 128" • • I • 4th cap p strip 11 I II �gl0II A 96" I B191st rail 1 II II I1s ) IEUsable remainder:D,70";E,70";Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual IP 6.Securing the first module ____.. ..____... __...... Gather sufficient lengths of cap strip `Cap strip screws -,•. „,._m "- P to cover the length of the first rail°For maximum visual appeal and material ,^” conservation see"Material planningfor 1 A `" h • ;..-�--" �, Permissable overhang:•` �'s, rails and cap strips"(p 13). ` ''''' w. "� ---"' l/3 module width -'`J' r Slide the first module mto final position -.. at one end of the array.Lay the remaining .-""- -,---.'-'1,---- ..f•--- O. • modules in the top row,leaving a gap '� about a foot wide between the first and '4.„,- ..: - w- -m-,-- 2`"'`'. ' ,1 second modules(Fig.13). -. The temporary gap allows the installer to �-„____, - _ '' place one of his feet between modules.He ,- 4- .1\ - can access the section of the cap strip he r -- needs to secure while leaning toward the t'`'k „)i„..--1,7- -, "'` i ,i peak of the roof.For the time being,the k\,t ,- V....---sr _r.1--`-1 --� last module mayoverhangthe rail by _ a ` \ Do not install second ' up tis to one third its width. �: a_� '- cap step until lower - i' ' modules are placed .-., Attach the end of the cap strip with ”*,, Stepping gap `Y�w r -�` � the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. AThe structural integrity of your array requires that cap - y~� '` � strip screws fully engage the threaded rail.Use the cap ' + „,,>;:-;V-- ', strip screws supplied with your cap strips.Any substitute ° screws must be 1/4-20 Type F thread cutting(18-8 stainless 2•Install screw} 41 � a9 r steel)and the correct length.See Table 4(pg.15)to match T ,.�9 -. 4� 1 �E screw length to the size cap strip in your installation. ,, `, .. 2 ,„,,,,,000, �F'' mak.- '� Every cap strip segment must have a cap strip screw 4 A '. ” .4 A inches or less from each end.If the nearest predrilled _-, -C`_ _.--' -A .~ hole falls more than 4 inches from any end,drill a _ -Stepping gap „-A---”' , 1/4-inch hole 2 inches from the end and install an additional -- --=, -,- -- __,.... -_ r a 1 _ screw. Figure 14.Position and secure modules one by one. AWherever it is necessary to make a new cap strip hole, •_ __ _ drill a /4-inch hole before installing the cap strip screw. �,''�� , r , 7.Installing the remaining modules in the top row ter ' '' E `.s` Slide the next module into final position and install the screws1.-<,„‘..---.7-4, 1 ,-,..4„--.44•",'-' to secure it(Fig.14).For a neat installation,use cable ties to attach excess wiring to the rail beneath the flanges.Unirac's cable ties can be attached to the SunFrame rail by drilling al-* " Side and seer -' I 1/4-inch hole in the rail and pushing the end of the tie into the =� r one by one hole° ;- -" �' • c .-- ' Secured ; r�y w ` • �I Continue the process until all modules in the top row are in lst mo`dul ss, final place and secured from the top.When complete,every .. ':- Stepping gap , prepunched hole in the cap strip will be secured by a screw, �• ,, ....::::1_,„:. ._,,,,._ _ ,=' - _ "'�,, 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 :omaU NIRAC Unirac Code-Compliant Installation Manual SunFrame 9.Installing the end caps IS Attach the end caps to the ends of the rails by securing with -f4;kf? 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%a-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 'A" 1.50-1.57 38-40 D %" 1.77-1.85 45-47 F I'A" 1.93-2.01 49-51 E I'A" Sharp lipped modules G I Sanyo lipped modules '/a" Pig, 22 SunFrame Unirac Code-Compliant Installation Manual :ate NAL Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5!clamps The answer depends on the orientation of your L-feet and with the 3/s-inch stainless steel bolt provided with the S-5! the length of your standoffs,if used.See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5!clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. Frame.Unirac offers an Oatey®"No-Calk"flashings for its steel standoffs and Oatey®or Unirac flashingsior its M Module thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak €, vanes Price List. _ .• �- How do I attach SunFrame to a standing-seam metal 21/4-±1I8" 14,4 roof? # '� 7/8"±1/g" A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-5!T"'clamp,designed to at- _„ 1r tach a wide variety of products to most standing-seam metal " 4 ; roofs.It is an elegant solution that eliminates flashings and ).c ' , j Module Or thickness penetrations altogether. 1 vanes Module 2h/4"±h/s" 1iii i thickness varies 'i' as 7/8"±1/8" Epr , #1 i� Standoff height 31/8"±1/8" *I` (3",4",6",or 7" all±1/8") 13/4"±1/8" * L wommaimme Page 23 DRUNORArUnirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc..warrants to the original purchaser the practices specified by AAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or liability with respect to this limited Warranty This Warranty shall be VOID if installation of chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlierwith Unirac's written installation instructions, for special,indirect or consequential damages of I)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of the Product. or reworked in a manner not previously the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty isVOID if Purchaser under any circumstances. C3 El PaBcNes a Y� ..,..ye�Y .+' 24 ------------------------- NEW EQUIPMENT --------------------------1EXISTING SERVICE 1 20 /240, 1 PH, 3W r jg 1200A (K )VWH PV-SA-1A W ® ® ,-� - AC-COMBINER PANEL _ N —•-2 — 1 _.,.. INV-1 AC-CMB-1 ° f a a o J �• F� °- (LOCAILU NEAR INVEItItRS) fI __�_-f1 t ° I (PV LOADS ONLY) AC DISCONNECT [,p} T t _ -_ . -, ,C AC-DSC-1 rN -"• • ••-2 -"- 7 -- INTEGRAL DC/AC I 1 1_! a & DISCONNECT SWITCH I r' t ' PV-SA-1B 18j SBKRo b -1 VJ1 I 1 PV-SA-2A °Q °0 W° -=f 1-z=' =FUSED ! B -.. . .-2 -.- 1 INV-2 I N ° 0 0 0 irC _ — BKR-2 • �� ® % ® 4 , ° �N -i• • 2 1 INTEGRAL DC/AC N � & & DISCONNECT SWITCH N PV-SA-2B l - °--- I EGC 49rtr o-a L_ __ J_-_ _ _---__ �___ __ GEC _ I EXISTING L_ _ -\-:-:--- -_____a #B CU _ -I GEC \--WIRING GUTTER --__-__--- IRREVERSIBLE SPLICE_____________________________________ EXISTING AC PANEL PROPOSED 3-LINE ELECTRICAL DIAGRAM REVISIONS David & Marilyn Rivkin �� � 3000 Mores Lane �. E =-"~ LOGIC' '�` r ENERGY Cutchogue, NY 11935 2) REVISED INVERTERS&STRINGING ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: RIVKIN-3LD2 Revision: 2 Revised: 11/12/2015 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION AWG./ TAG TYPE, CONDUIT PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 6-MODULES EGC A USE-2/PV, PVC-40-1" 10 / 6 PV-SA-1B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 2-STRINGS OF 7-MODULES B THWN-2, PVC-40-1" 8 / 6 PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 8-MODULES C THWN-2, PVC-40-1-1/2" 4 / 6 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 2-STRINGS OF 7-MODULES D THWN-2, EMT-1-1/2" #1 / 6 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-1 INVERTER, DC/AC SMA INVERTER, MODEL: SB6000TL-US-22,240V JUSTED FOR TEMPERATURE, DISTANCE,AND INV-2 INVERTER, DC/AC SMA INVERTER, MODEL: SB7000TL-US-22, 240V BUNDLING. 2.) ELECTRICAL CONDUIT TO BE MIN. PVC BKR-1 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND, 2-POLE,30A SCHEDULE 40,ADJUST FOR SITE CONDITIONS. BKR-2 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND, 2-POLE,30A 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- AC-CMB-1 AC COMBINER PANEL _ 250V,60A, NEMA-1, 1-PH,3-WIRE TION METHODS TO COMPLY WITH NEC AND LO- CAL CODE REQUIREMENTS. AC-DSC-1 AC DISCONNECT, FUSED 250V, 100A, NEMA-1, FUSED; FUSE RATING 70A ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY TAG OP. CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. AC CIRCUITS @STC @STC @ T-MIN @STC TAG POWER VOLTAGE MAX.AC MAX. DC PV-SA-1A 5.98 A DC 270 V DC 437 V DC 6.46 A DC RANGE CURRENT CURRENT PV-SA-1B 11.96 A DC 315 V DC 510 V DC 12.92 A DC PV-SA-2A 5.98 A DC 360 V DC 583 V DC 6.46 A DC INV-1 6000 WATTS 211-264 VAC 25 A AC 30 A DC PV-SA-2B 12.92 A DC 315 V DC 510 V DC 12.92 A DC INV-2 7000 WATTS 211-264 VAC 29.2 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS David & Marilyn RivkinQ q 3000 Mores Lane I \ CEA ENERGY Cutchogue, NY 11935 2.) REVISED INVERTERS&STRINGING ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: RIVKIN-3LD2 Revision: 2 Revised: 1/12/2015 , . , „8 N P K \/VE R •0/,327 SOLAR. "PA\EL 20% EFFICIENCY It SunPower E20 panel;are the highest r effrctency panels on he market toaay, ' i ®11 • SERIES providing mole power in she same • amount of space T MAXIMUM SYSTEM OUTPUT r Comprehens;ve inverter compatlbihty I ensures that customers can pat; the'rghest- . ( r efficiency panels with t'le highest-effic ency [ ,. 1 inverters, maximizrrg system ou`puf I I r i I I..' ♦ T REDUCED INSTALLATION COST More power per panel,moors fewer panels ` per'install This saves both time and money', , RELIABLE AND ROBUST DESIGN SunPower's unique Vlaxeon`'cell THE WORLD'S STANDARD FOR SOLAR' 'echr-alogy and advanced module SunPower'" F20 Solar Panels provide today's highest efficiency and design ensure industry-leading reliability performance Powerea by SunPower MaxeonTM cell technology, the E20 ' series provides panel conversror efficiencies of up to 20 1% The E20's . low voltage temperature coefficient, anti-reflective glass and exceptional low-light oerforrnance attributes provide outstanding energy delivery per . peak power watt SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 18% o 1'',4' LUS"• -...: $,:f.:4, , r Ip .', ,, ,,:.1. 1 lig/O ,s'. ",tea R. ..... .,. ..... lop 'k ..a.litillika, 1 0 E 1 9 .— El() T'IIN FILM CONVENTIONAL E MAXEONT" CELL SERIF 5 SERIES SERIE S TECHNOLOGY sunpowercorp.com Paten•e 1 oll-rac.-cor'act sol1r cell, prov.drrg the r,dcutry's vcrhes- µrtrc,e',cy smcs`reliab lay C @us 1 ,U N P -- E R •00/327 SOLAR PA\EL MODEL: SPR-327NE-WHT-D . Mmm ELECTRICAL DATA ' , I-V CURVE Meowed a'Sianoord Test Cordriens ISTC1 irradiance or 1000W/1,,AM1,5,and cell tempe obre 25'C t �� 327 W 7 - WOO Witte at 5t1'C - _ P Peak Power(+5/-3%) max 6 1000 W/m2- Cell Efficiency r) 22 5% —_ — 5 Panel Efficiency r) 20.1 % Q4 aO?�:sr/ma ' _ e Rated Voltage Vmpp 54.7 V 3 �- Rated Current Impp 5 98 A u 2 500Wine Open Circuit Voltage Voc 64 9 V 1 . ` ti I 200 W/m2 t\,\ Short Circuit Current Ix 6.46 A 0 Maximum System Voltage UI_ 600 V 0 10 20 30 40 50 60 70 — Voltage)V) Temperature Coefficients Power(P) -0 38%/K Currert,voltage characteristics with dependence an Irradiance and module temperature Voltage(V00) -176 6mV/K - --- Current(Isc) 3.5mA/K TESTED OPERATING,CONDITIONS , NOCT 45°C+/-2°C >--- - - ( Temperature -40°F to+185°F(-40°C to+85°C) Series Fuse Rating 20 A , 113 psf 550 kg/m2(5400 Pa),front(e g.snow) Grounding Positive grounding not required Max load w/specifiecl mounting configurations --___- - - - --- _ I IV1EC H,AN ICAL DATA " - 50 psf 245 kg/m2(2400 Pa)front and back (e.g.wind) Solar Cells 96 SunPower MaxeonrM cells Front Glass High-transmission tempered glass with Impact Resistance Hail-(25 mm)at 51 mph(23 m/s) anti-reflective(AR)coating_ — " Junction Box IP-65 rated with 3 bypass diodes - ---- - Dimensions:32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weight 41.0 lbs(18.6 kg) i Certifications Tested to UL 1703_Class C Fire Rating ' DIMENSIONS 22 10'4's MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES [� 255/7122 IDI >ry' 140(10•J -, I.. (IN) 12X 06 6[261 10X 04 2[17] ''I n) int 3r'i 2 n9,in. 47 XX 8I#C' -- -- ! ! Ina t l i BOTfi / �. �_I0 ------ ENDSSS------ill - .t r' ._ . .._... _...- - .... 1 r ' I 9 oti. N 't'- -------- m 'SL215'Si',?•v, --- -- ' A6,•of - I"— (A) w " ,--- '---12011,/24: -- -----, - IS3::,otl E51 - -- , Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 0 2011 SunPower Corporation SUNPOWER,the SunPower logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks sunpowercorp.com of San=over Corporation in the US and other connives as well All Rights Reserved Specifications included in Ns datasheet ore s bled io change wahont not. Docunen•#00145484 RevS/LTR EN 4041316 1 ''',I 'iNt'RY P'OY t's.ocp -,Irt, ; 3g / 38C)01r1 ' ' ',1'. I;30t i „..„,44.4, ::" k., ...;) ,4,, -4,..... , ,,,,,_,,,,, — , IL-US . 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' .44.4;44?444, 4<4;4 . , IS ,-,, ,. , ,., 'roe Yr,l, - J . " "• „ „,„ .,;„,-°°,17(..,;%;,' , ,, 77' 4.„1, :....,;, ,IR**:1404;44' '::,”.4401/4.ktilli4140."16* „ '",.' 1'4' .., 4,1*,,„,_ ,,,,,g,,,,,, . ,,•,„ ,1%,,-,I ,,.,„ ;‘,.1,, ,, . S , A r s,1‘\",\''',,, .' z° -4,...t...,4, „,„. ,--- , - „,,,,.-,-,- -, ,,,,...41# %.- : • 440.,".-.,,,.0.,t...„. :Lt.,-„„ ''' '''', '' v.Vor,.°°°.--. , i 1.,,,,,,. ,,,vt, , -,,,,,:„t,,,;„ ,,,,l'..,;,‘,„;• ,,„..,,,44.,...„....4‘..... si, '. , '''''' SECURE PCYMR,SUPPLY ,.. . , , , , -tikv,„„,, , .k ' ze''.,',4-'4,',4*-1'•"ift 1.....t - - ' 3,4*2-, , .41 1-. .1**,, &-- • ',',. ........ A,*- ,i.ts.7-t-, t.....,0_‘,....2- -,. i --„„--, ,,„;, 4,„? .,, ,, .„ „ . -4-, ..-, ',,,...•'44::,,,,‘;'• ,4 1,4,14.0,',-1,V,,i,w,, .,...,,,,. °,-- •:'7 -,=, 4,41:kez;-;TAA4t:,z4*'"-” A ,-., :,..7• ,,„- -:,p 0. - A 11 '''4,4•T'„k '',.*Atfr4\t.' ' - 44-44- 4,`", ; ' ,4,:k4. p 44 ''-'4'' ' „ -„, ''4`''. 4, '”4‘A•'.'4‘\ ,*.V ',.. 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Certified i Innovative . . ‘ ',,, Powerful „ Flexible , 1 Sit •UL 1741 and 1699B compliant * :I ,.•Secure Power Supply provides •97.6%maximum efficiency I'•Two MPP trackers provide •Integrated AFCI meets the require- 1 daytime power during grid outages •Wide input voltage range ; numerous design options,r , ments of NEC 2011,690.11 . •Shade management with OptiTrac ,, •Extended operating , , . *Global Peak MPP tracking ' °: temperature range * , SUNNY BOY 3000TL-US / 3800TL-US /4000TL-US / 5000TL-US / 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 OptilracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power t4 rsi'.0 Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy IL-US series the first choice among solar professionals. 9 Sikl7A. '.' 141)imp009 Sunny Boy 3000TL-US Sunny Boy 380071-US Sunny Boy 400011:US Technical data = - - 208 V AC ;' .240 V AC 208 VAC 240 VAC ! 208 VAC 240 V AC , Input(DC) Max usable DC power(i cos(p=1), 3200 W 4200 VV d200W Max.DC voltage _ _ 600 V _ 600 V 600 V Rated MPPT voltage range175-480 V , 175-480 V 175-480 V MPPT operating voltage range i •.•_-. ' 125-500 V 125-500 V 125-500 V_ „_ , Mm DC voltage/start voltage 125V/150 V - ,• _ 1,25 V/550 V , 125 V/156V _Max.operating input current/per MPP tracker 1,,8 Al 1.5 A"° 24A/15A 24A/15 A , , Number of MPP trackers/strings per MPP tracker ; ' • 2/2 Output(AC) Y AC nominal power, 3000 W W 3330 W 3840 W 4000 W Max.AC apparent power- -„ "360 VA 3330 VA '3840 VA 4000 VA Nominal AC voltage/adjustable 208 V/i ` 2.40-vi e - 'W-208 V/-• ".4-6-vi• 206v/e - 240 17%• AC voltage range, , 183-229 V i 211 -264 V 183-229 V 211 -264 V ,. 183-229,V ' 211 -264 V AC grid frequency,range60 Hz:/'59".3-60.5 Hz 60Hz/59-3 1'60-5 -5 Hz ' 60 Hz/59.3 60 5 Hz Max.output current 15 A_ 16,A 20-A, _ Power factor(cos 9) i 1 1 ' Output phases j line connections - 1,/2 _1/2 _1/2 Harmonics' - <4% <4°% Efficiency ' Max efficiency-,--, - 97.2% i _97 ,6% 97.2/ 97,5% 97,2/_ 97^5/ CEC efficiency96 5% _ , 96.5% 96.5% 97.0% . 96.5%96.5% 97A% Protection devices DC disconnection device _ _ • _ - _ ' DC reverse-polarity protection ® - ' , Ground fault monitoring/Gnd monitoring •/• ; AC short circuit protection • All-pole sensitive residual current monitoring unit • Arc fault circuitinterrupter_(AFCI)compliant to UL 1699B,,_ I - ° ' Protection class/overvoltage category _ I/IV , General data Dimensions(W/1:1/D)in mm(in) ._ ° " - 490/5191 185 (19.3/20.5/7 3) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/,190 (7.4_/11.7/7 5) __ Packing dimensions(W/1.4-/0)in min(in) - 617/597/266 (24.3/23.5/10 5) DC Disconnect packing dimensions(W J H./Dl in mm(in),,,a:,-,_ a 370/240/280 (14 6/9.4/11 0) Weight/DC Disconnect weight 24 kg (53 lb)/3 5 kg (8 Ib) ` Packing weight/DC Disconnect packing weight ° 27 kg (60 Ib)/3,5 kg 18‘16), — . _.,- . ; (8Ib)- 1 Operating temperature range -40°C +60°C (-40°F.. -1140°F) Noise emission(typical) „ , 5 25 dB(A) __. <25 dB(A) <25-d6(A) ' Internal consumption at night ' <1 W <1 W i <1 W Topology Transformerless Transformerless Tronsformerless , Cooling _ Convection ,_• , i Convection Convection Electronics protection rating _ _,NEMA 3R, _• ,v NEMA 3R ' NEMA 3R - Features ' Secure Power Supply • .- _ - • • _ _ - I-_ Display-graphic • • -- - r •3 - _- • - Interfaces:RS48,5/Speedwire/Webconnect p/o ,• „O/o O/O • Warranty:10/15/20 years ,_ .._ •/O/O, 1/9/O° 4!/9/91 Certificates and permits(more available on request)_, __ Ut 1741,,UL 1998,UL 1 6998,IEEE1547,FCC Part 15(Class-A&B),CAN/CSA C22.2 107.1- 1 ' NOTE:US inverters ship with gray lids i ,_Type designation ' 1 _.. `, , L S8,3000T1-US-22 _,_ , ,SB 380OiL- -22• , _ __ _SB 4000Tl-US-22 Efficiency curve SUNNY BOY 5000TL-US22 240Vac Accessories 98 ®® . --._i.____ ebcu ned 95._..... i ........ -......... -- SWDM USA 0 DM-48503-US-10,4 Interface n .. .i. _....._.�__ .. „. 92 - ` -------- -- / w f _ °r - Fay k4 For 58 3000/3800/ 90. 1 ___.__._... ... _ .m. 4000/5000TL-US22 "' { ,,,/'� _ FANKIT02.10 88 :-._. Eta(V.,-175 VII r " \ / Eta(V,-400 V), 86. Eta(V,=480 V)1 '_ ins V„_„{VI eeo 00 02 04 06 08 1.0 •Standard feature 0 Optional feature —Not available Output power/Rated power Data at nominal conditions Sunny Boy 5000TL-US Sunny Boy 6000TL-US Sunny Boy 7000T1-US Sunny Boy 770011.-VS 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 600 V 609 V 600 V 600 V 175-480 V 210-480 V 245-480 V 270-480 V 125-500 V 125-560 V 125-500 V 125-500 V 125 V/150V 125 V/150V 125 V/150V 125 V/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/• 240 V/• 208 V/• • 240-V/• - 208 V/• 240 V/• 208V/• 240V/• 183-229 V 211 --264 V 183-229 V 21 1 -264 V • 1 B3-229 V 211 -264V 183-229 V 211 -264 V 60 Hz/59 3-60.5 Hz 60 Hz/59.3-60 5 Hz 60 Hz/59.3-60 5 Hz 60 Hz/59.3-60,5 Hz 22A 25A 29.2A 32A 1 1 1 1 1/21/2 _ . 1/2 - - - 1/2 <4% <4% <4% <4% 97.2% 97,6% 97.0%, - 97 4% •_ 96.8% 96.8% 96,8% 97 3% 96.5% 97.0% 96.5% _97.0% 965% „96.5% 965% - 965% . . . •_/• . - . _ •. _ . • • I/IV 490/519/185 (193'/20.5/73) 187/297/190 {7-4/117/75) - _ - 617/597/266 (24.3/235 5) /10. - - - . 370/240/280 {14.6/9.4/110) 24 kg (53 Ib)/3.5 kg (8 lb) 27 kg (601b)/3.5 kg {8 lb) - - -40°C...+60°C (-40°F.. +140°F) n <29 48(A) - - <-29 dB(A) -- -_ <29 dB(A) - _ - <29 48(A)_ <1 W <1 W - - - <1 W . - - <1 W Transformerless , Transformerless _ Transformerless ,_ .. Transformerless Convection - Fan Fan - . - Fan NEMA 3R - NEMA 3R - NEMA 3R - NEMA 3R_ - • _- b .. _ • .. - • - • • -- _ _ _ • •- 0/0 ,- - . o/0 0/0 . 0j0 •/o/o , --- •/o/o •/o/o 0/0/0 UL 1741,UL 1998,UL 1699B,IEEE1547,FCC Part 15(Class A&B),CAN/CSA 022.2 107.1-1 - - SB 5000TL-US•22 SB 6000TL•US-22 - SB 7000TL-US-22- - _ _- SB 7700TL•US-22- - - V ICI • ;:,•D's-,\: ''Pl ��' •� 'P �� More efficient Shade management Easier :1 •.a:' - a 1. x yD�.i , wPfpp '^S �' Nr Y t*->T40'• . l fig. ,t Secure Power Supply Broad temperature range Flexible communications A NEW GENERATION OF INNOVATION THE SUNNY BOY IL-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 3 7000TL-US/7700TL-US are transformerless than high performance and a large graphic inverters, which means owners and installers One of many unique features of the TL-US display The monitoring and control options i 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 9 f inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable inverter under a number of conditions powered home. SMA's solution provides and one that can be monitored on Sunny " daytime energy to a dedicated power outlet Portal from anywhere on the planet via an n Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection. Whether communicating a 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 ;Y US series has been tested to UL 1741 and UL solution to their monitoring needs. 16998 and is in compliance with the arc fault Simple installation Sf requirements of NEC 2011. Wide Power Class Range 3 As a transformerless inverter, the TI-US -�ile Increased energy production residential series is lighter in weight than Whether you're looking for a model to S its transformer-based counterparts, making maximize a 100 A service panel or trying j OptiTracTM Global Peak, SMA's shade- it easier to lift and transport. A new wall to meet the needs of a larger residential PV tolerant MPP tracking algorithm, quickly mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure n 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— higher total power output.And,with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any trackers, the TL-US series can ably handle saving labor and materials. residential application.The TL-US series is not complex roofs with multiple orientations or only the smartest inverter on the planet,it's also string lengths. The 3800TL-US and 7700TL-US models allow the most flexible. r a installers to maximize system size and energyt,, 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