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Home My WebLink About40282-Z i 1 g nl , ie c_�fF"6�' �,,r®� die .. Town of Southold 3/29/2016 l'o� % P.O.Box 1179 53095 Main Rd 4f, ::� A. Southold,New York 11971 , rt` CERTIFICATE OF OCCUPANCY No: 38182 Date: 3/29/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1150 Delmar Dr, Laurel SCTM#: 473889 Sec/Block/Lot: 128.-3-2 Subdivision: ' Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2015 pursuant to which Building Permit No. 40282 dated 11/19/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Crook, Catherine of the aforesaid building. 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40282 03-23-2016 PLUMBERS CERTIFICATION DATED .. /6. ----.CiF Authorized Signature ' von TOWN OF SOUTHOLD c°may BUILDING DEPARTMENT re' TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40282 Date: 11/19/2015 Permission is hereby granted to: Crook, Catherine 1150 Delmar Dr Laurel, NY 11948 To: install roof-mounted solar panels as applied for. At premises located at: 1150 Delmar Dr, Laurel SCTM # 473889 Sec/Block/Lot# 128.-3-2 Pursuant to application dated 11/13/2015 and approved by the Building Inspector. To expire on 5/20/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTE' • DW h G $50.00 Total: $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. %/ /b —/5 New Construction: Old or Pre-existing Building: )( (check one) f n Location of Property: 1150 Pelm Y' 9r: £� 0I c House No. I Street Hamlet C Owner or Owners of Property Ci�1'hGrc�^-e 0o k Suffolk County Tax Map No 1000, Section Block 3 Lot a2. Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature #••ii ®� sour* Town Hall Annex � : Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� ® �� roger.richertRtown.southold.ny.us Southold,NY 11971-0959 ®.,t,g,, 1 � U a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Crook Address: 1150 Delmar Drive City: Laurel St: New York Zip: 11948 Building Permit#: 40282 Section: 128 Block 3 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43858-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel - A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment' 9.810 KW Roof Mounted Photovoltaic System to Include, 30 - Sun Power E 20-327 Panels and 2-SB 5000 Inverters. Notes: Inspector Signature: cZt ,, Date: March 23, 2016 Electrical 81 Compliance Form.xls / ,�o��oF so�cf_,ryo�. *z 4- D ii/ b. �ecout o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ /] CAULKING REMARKS: ci-Aft4-e- l --eYf: ' d t< t0 X51 DATE Vz l( INSPECTOR Y ` Pacifico Engineering PC _. Engineering Consulting 700 Lakeland Ave, Suite 2B r .(CI 7 , Ph: 631-988-0000 Bohemia, NY 11716 E P Fax: 631-382-8236 www.pacificoengineering.com GI G c solar@pacificoengineering.com February 26, 2016 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Catherine Crook Section: 128 1150 Delmar Drive Block: 3 Laurel, NY 11948 Lot: 2 I have reviewed the solar energy system installation at the subject address on February 26, 2016. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer ��pF NEW y A co �QN PAC j,, Qp j, .,.,,, ,, , , ,,,,,,,-,-, - . &, ztali; z .. Ns 1 RECEI 1Y La!i*NtR cpi4'7 44306 MAR 2 5 2016 V BUILDING DEFT. TOWN OF SOUTHOLD FIELD 3NSPE4 CSN REPORT DATE iv�M COE,N'x'S 0 .-t$ t4 FQUND,A.f'SON(1ST) -----,—..--w° , ' a • l FOUNDATION(2ND) _._.--:,r r— . I • • . . g H ............_. . . . . • . . ROUGH FRA N NQ& _'..""_ 0 .52—..". . .��• w•T�+ ,� .Maw _- r • , • 1 Y • _........,‘„). ill= . . . . , . Mil''."• .k IN>$ULATION Pm ,Y. . • STATE ENERGY GORE , , , • • ' . .. . . .. , FINAL ' . y. • • 6 �I ii ,I' 1 . �,, 6,2 C 1d-' 1... /:,1,� — ... . ‘b.....)* • • • • • 1 -'� �. !�,.. .•/ s 1- • . • gyp.. .. ,,...._...�. - •. v • / G r ' • • - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 �/ Survey SoutholdTown.NorthFork.net PERMIT NO. "/0a8,,1-a Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 / Storm-Water Assessment Form Contact: Approved7 20 (f) . Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A, Southampton, NY 11968 Expiration _ 0 ,20_q___. ' J Phone: 631-771-5152 Building Inspecto , __ _ W ; 1`E")IAPPL1CATION FOR BUILDING PERMIT r, I 1 1 Date /1 — /D , 20/5— NOV 13 2015 INSTRUCTIONS This-application-MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 s is of plans,acc4. ateipfot,plan to scal .Fee according to schedule. lot-plan sliuwiiig lmativu of lot.and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. /1 GreenLogic LLC (Signa e of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Contractor Name of owner of premises eG+h Gn r'i C roo k- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Nl e and title of corporat- officer) Builders License No. 40227-H Plumbers License No. Electricians License No. 43858-ME Other Trade's License No. 1. Location of land on which pjroposed work will be done: I15' 0 %est -- Or - S©t.A D 4 . House Number Street Hamlet County Tax Map No 1000 Section 12g Block . _ 02 3. Lot Subdivision led;Map,No.'''� 'E" ' '`,'"'' A , .1 .y i�f-k,,f _,.f�,41 Lot of Nrvs ,t? t',•.t.• v...iy.,;a floi;2,:,,e;.':,i UBS 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 f37, 3 — 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 IR •a O •9. 5 Name of Former Owner SO 5epie1 COr5 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded?YES NO /Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Owl-114)-Ln Crook_Address 1150 PLGGnar.Dry S'cu1RololPhone No. (P31-57910-1119' Name of Architect parifico FnginePring, P C Address7oo Lakeland Ave, Bohemia,rN\Phone No 631-988-0000 Name of Contractor GreenLoglc LLC Address 475 County Road 39A Phone No. 631-771-5152 Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 6/. * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * 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 dataon survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO / * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim 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 444-4-4--0 day of �O✓�kr 20 d S 6"-t-e—et otary Public .ignature of Applicant BARBARA A.CASCIOTTA Public,State of New York No.01-CA4894969 Qualified in Suffolk County Commission Expires May 11,2019 Scott A. Russell = --;= : (, STORMWATER. SUPERVISORt(I MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 (1 ? ; Town ofSouthold 53095 Main Road-SOUTHOLD,NEW YORK 1]971 `'.;- -'w CHAPTER 236 ® STORMWATER MANAGEMENT WORK SHEET ( TC) BE COMVIPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE O]L,'V E F]N.1 OF THE FOLLOWING CHECK ALL THA i APPLY, Yei No ❑QA. Clearing, grubbing, grading or stripping of land which affects more ' than 5,000 square feet of ground surface. 1:197B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑gC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑"D. Site preparation within 100 feet of wetlands, beach, bluff or coastal , erosion hazard area. 013/E. Site preparation within the one-hundred-year floodplain as depicted ❑Eon FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Pi ope'tvO«nei De5rnP,+,frJ «a,ai Aria Conuactor Other) S•C•T.Vl. iUUU Date Dmtrn-t NAME GreenLogic LLC (Nesim Albukrek) X25 j //—/D-/S' Section Block Lot ry.,r EOR BUIE i)INl'.. . HTM[NT USE. ONLY C Contact Information 1-771-5152 � • Rule ed 6y 4� Date (` Property Address/ Local ion >1 ( onsh uct ion Work — Appi 0\ed fol pt ocessing Building Permit. 1150 PciPelQ,r Dnn U Z ,' Stormwatet Management Control Plan Not Required. g� 0 l� , /v/ Stoi m\`atet Management Control Plan is Required (Fotto Engiieettog Department for Revie\\.l FORM # SMCP-TOS MAY 2014 , • , „1:4VSf S01/45;,,"‘ Town Hall Annex * ; Telephone(631)765-1802 54375 Main Road �yc{681)765�gSQ P.O.Box 1179 . ,� roger.richertCaQtownsc ni .nv.us Southold,NY 11971-0959 g� J` /ffJ�1� �� i U Llpi : N BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: v er116z. Si r31rn o n5 Date: lx/0h5. 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) 4/ • *Name: Ca}hc-rLr)2 Crook V �� \ ,'� V `" *Address: 1150 j7�.lmar Dr_ ', Sol &0 01 v �' *Cross Street: eGcon ta. 60".1 Bl v al. j---\ *Phone No.: 1.a 31- 5 Co co- I rr 1 Permit No.: 4(p 2 ' Tax•Map District: 1000 Section: 12f5 Block: 3 Lot: 2 . *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . •t(oo f mbun?gid solar e P4f}r« ,41Od 5 : 80 Scr- PrLL,o.r E20.327 . /A /Ep s: (-2)Sh-i 1/- 5t, 5000-7L -LCs-07 . (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In 0 *Do you need a Temp Certificate: NO Temp Information(It needed). *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ff 0 - T824Request for Inspection Form i �O p f • \ I , ,,„ ENERGY November 9, 2015 Town of Southold Building Department Town Hall 53095 Route 25 _ Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Catherine Crook who has engaged us to install a roof-mounted solar photovoltaic (PV) electric system for her home at 1150 Delmar Drive, Laurel NY. In connection with this application, please find attached: —�� — LI) 177-)y • Building Permit application ; I • A Storm Water Assessment Run-off Form LI NOV 1 3 2015 -J • Certificate of Occupancy Application I • 2 Surveys of the Premises — _ —J ,,L,.,, ,o-PT • 4 Engineer's Reports (2 originals and 2 copies) TO1\'1 c01'Tyu�r • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (SunPower SPR E20-327) • 2 Spec. sheets of the inverter(SMA SB5000TL-US-22) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$200 ($50 Building Permit/$50 CO) • Application for Electrical Inspection (Check for$100—included in $200 check above) Please let us know if you need anything else in connection with this application. Yours trul (.,.. / Denise Simmons Account Manager GreenLogic LLC GREEN6L3O1GI71we1lkc.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 GRE NLOGIC® ENERGY March 15, 2016 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 40282 Catherine Crook 1150 Delmar Drive, Laurel NY To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Catherine Crook's solar electric system,which we installed at the above reference address. Please arrange to send him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 Ext. 110 24 [MEWED MAR 252016 BUILDING DEPT. TOWN OF SOUTHOLD GREENLOGIC LLC c www.GreenLogic.com Tel: 877.771.4330 Fax. 877.771 4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd 39A 200 S Service Rd ,#108 Southampton, NY 11968 Rosyln Heights, NY 11577 (-- . C TW iqi iiil SOUTHOLD Ptl‘PERTY RECORD CARD (-(0)1ils- 7 )coo -- /.. a. , 3 -2 OWNER STREET / 1 :-...s a VILLAGE DIST) SU B. ---- LOT5;z j L4 rt-ne__, Q.,1--o 0 c ,,„ ,.. , -,,e ‘Z .) i R i:•/.. . // FORMER OWNER 3C)- 5,1<_ 4, 0-C,., N E ACR. rsis L0+. / S W _ TYPE OF BUILDING F Tv//1-.1 A • CA,th(1-/let/.S e,f /":.-/C ._, I S 77• l'eppz4 11 ) '1,t i- . . _______ RES.2/, SEAS. VL. -- - FARM COMM. CB. MICS. Mkt. Value47"Vb-. /,‘,01g, 1-1.1:4=0170 -?-0----- 1r LAND IMP. TOTAL DATE REMARKS07/1/16/27," 66 6 &/,,h.l..L- -,16. ,1,e, /0 gl.,/) .-_-_ , cio 14-0 o t(-0 0 /i f 0 0 g a v ./. (/*/7", ? -'- -1- 1 3/ 74/ 13 L D 9. 12-71f 731Z_ 13u/ZD Decild //6 6 • 6 L/ ..s7.21•12.E.. 'ø-/y .1d/0( '‘2, eao /Fe/764- /4' ea 71 .-C ft, r t 46 3o 6 .7"7 l 6 v/ S-/a 0_3 iip.olq5- L t 1 1 Cap i'lln- // t.) r> 6 iiz- 0 7 , ---0. o 1/ 3./ (5---/7.6"--- /c;74 I 08.- i•-•la55770 1 oD-C-r a 0 k 4' tO-r +0 OA o Ic- n 1 C.- (c56e) t/, 6;6 `217/1g 1, , 3e)D t 6e12-1) ? _54,40 / 7 AGE BUILDING CONDITION -.._ 1 NEW NORMAL BELOW ABOVE , - _- FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD /1/4 ' Meadowland DEPTH - d i, /-3-s ' . 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FILE No 5486 FILED JUNE 22, 1970 SITUATED AT ' �� TSE LAUREL 152?'�' TOWN OF SOUTHOLD g LOT 5� - F ' SUFFOLK COUNTY,' NEW YORK ,o-'''''' W N S.C. TAX, No. 1000-128-03-02 K s' 'o, SCALE 1"=20' u+ • NOVEBER 9, 1995 N ` 1 O, E,,,,,,PL \` l4 ` ADa" METAL Tx PD'E,' / AREA o 01,957 sq. fl. -0 495 co\ / MT-/ ax ,. N / �mCO RA,fi ''''\ 1:A.-- I\ C /� rD b y n " Na 'OenrYN4, r r .11 . WN% I H V. V.! say' ( O x CERTIFIED TO u' _ / FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK wK pcN rI `\ ( AMERICA'S WHOLESALE LENDER • Np.- // / m� I N K. ERIC CROOK • ' ,,{ --- - '''ce N. CATHERINE CROOK P y ' ' '' ...\ ,..'' ., P. P Parr on •p • •-4, ` is S 'c.:.) ".\ 0 0 .4 `\ '�•-. g5 5B' oa s aS3OF sEs�a ,,,o•r,--- g •.AOw q.- LONNlwa ALTERATIONOR ADDITION TO MS SURVEY�AmN F A 51Z5 . - SECTION DT NEW YORK STATFEAv COPIES OF THIS SURVEY NAP NOT DEWING ' ' I T,E .m 9 SOHRR COPYi OE COZENED ' y TO OE A VALID TRUE COPY , GUARANTEES INDICATED HEREON SNA.NUN M -.IDM -.IDNLY TO THE PERSON FOR WHOM THE SU tP p, IS PREPARED OOOOV9UNENTAALADEN44YEMS TO TNµD I O,i TO THE ASsIONNEE.S or DIE MimicNm'INsn- O MON 4WPAFNEES ARE NOT TMNSFEMD'.EE ' ' .. THE EXISTENCE OF RIGHTS OF WAY ANO/OR EASEMENTS OF RECORD,IF ` 2 �^ ANY,NOT SHOWN ARE NOT GUARANTEED \1' �• _-r" \S. MED IN ACNNOANCE AI,THE MINM1fUN ® yy�y /A�Xp pR, pay 4'‘':',.3' R� v T VOMOu ITU SURYLYS AS MART SNE➢ Joseph 0 Owe �9��1 E® \Y IT'.I. LS APPROVED AHO ADOPTED (R FOR SUCH USE DY THE NEW YORK STATE Wm t11' �g DRI�� koe.OF NEt/I, ASSOCIATION .and Surveyor Tl�'{ O jv (DBL' els ",.`Fa94- _-- L n' 7i { Mk Surveys-SUbdmsmns- site Woes- Canswcban Leyeui - fi re) ' PHONE(516)727-2090 Fax(516)722-5093 ‘gliupi7 t OFFICES EOUTFD AT - MANG AOORESS ' _ NYS LAO N0 49666 One LimonSquare PO box 1931 , Aquoboquc,New York 11931Rrcerhe0d,N.York 11901 F 1 `yi., >„ i"` i \ \ /` +.\, `~� fes- / t\ ' r.' -7 • \\...:y,� 1, "..M n,\ '"� (� .,A.:-; ,\/.,--.-,;:. ', ;�yr;A , 1r � 1�1. 4 .H:nk:�. SIY. � � l .:f.�yr'fl �J +Iff � t1�f��F� {'"�v�"�-5'J/N �� ,,, � X � \ U` �+?y '.'�`k .�\"� , "f'e��'G �:? \. .:*'.;.-.,,‘‘ ••-',";4,'.'":'r :�• ,c�'e� ,,Y<., e w e �.^s,� fl a tri *r• 4}r"ti. •:r�' w r6l•'y;.� - '7: -V'V� (J w•:>..-V.: v.Y 'r:. . : �?� ti.•4. ��;`. G!r-. f .a �•,. � .v'r' :X\l .•.Y'',d a�.t ,' -s' :.� � .(x_15 •'• ti ,.tt '-r;��•.� ^ r. rt .��'.�RY'+.1'y,�' �'�4 r : �� ;✓: �} • 'rY• \ �"., •'.;, i t,� £ �{�^,)••}`.r �- �_ti�,. 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Suffolk CountyExecutive's Office ofConsumer Affairs t f4 � A - VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 .' ;{E 1-1 .-� DATE ISSUED: 5/25/2006 No. 40227-H 4----7 ,_ SUFFOLK COUNTY {' � Home Impr •ovement Contractor License `w J 1 r h * This is to certify that MARC A CLEJAN ' .'`'� ` doingbusiness as hit f (,-.,,,,,,es,06 GREEN LOGIC LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME ,�.=r ` IMPROVEMENT CONTRACTOR,in the County of Suffolk. ` 0 7 f Additional Businesses '£ A- NOT VALID WITHOUT ,i'iki�� ` DEPARTMENTAL SEAL t f e;_ AND A CURRENT r; 1 CONSUMER AFFAIRS ( ,�tcY ID CARD ,k.1 IVA ..,;:i-t F Qr Y 4t,) C wac.:;;;: .t..# t5' � 0 4 Director ` j ray hy. } 1 f 1.C,., r, it "G;�,}+�, .&.1k''''''414.',',". y4 • .tP^c,5 4 ` 'I\ 'T Y '.'1", ` '.' h, t•. µt --.. ) rf ' 4•:., ,. r� '-:i., �'}" ' f 'Al11 �/ 4.7,14,/,'i..•.,`K••SrSt "f�t F/{ :� 1 ? •'•:,,'*.;:*:::V' f.. r , w" .. 4 :ti. *C ;y ?:SO .� :4 r ;;. �4.vr',`, ;,. 5; � tnnr $ Fhtin. ,i • ` � - \ � tl h-„ '.f :n ' y^. + ^ rr k:r '.tt tw3 . � ; -; ,� y /?•NS•\ / �Hr . � ?Aj@ �/ * ., .Vt- = h v r� xt, /� � . \ tt lt\�' a;,1 - . , � 1 /{ t , � .;,kr � CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEACT Brookhaven Agency,Inc. Brookhaven Agency,Inc. A//C,,t PHONE,E,d).(631)941-4113 0.FAX No):(631)941-4405 128 Old Town Road Suite C E-MAIL i i ss: brookhaven.agency@ verizon.net PO Box 850 PRCUSTOMFR m//- East Setauket NY 11733 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B: Merchants Preferred Insurance Co. 425 County Road 39A,Suite 202 INSURER C: First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D: INSURER E: AGCS Marine Insurance Company INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ADDL SUBR POLICY EFF POLICY EXP ILTR TYPE OF INSURANCE INSR WVD POLICY NUMBER IMM/DD/YYYYI (MMIDD/YYYY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY X X EGGCC000076915 01/31/15 01/31/16 PaiIs1=s0(FaENgEoncn) $100,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X Contractual Liab GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 —I POLICY I C I!:,'PR fl LOC $ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITYCOMBINED 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'LIABILITYTORY I IMITS FR Y/N ANY PROPRIETOR/PARTNER/EXECUTIVEN/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (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,R more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE <NSZ> Al 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 ld.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is or Social Security Number specifically limited to certain locations in New York State,Le.,a 203801194 Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) National Liability&Fire Insurance Company Town of Southold 3b.Policy Number of entity listed in box Kia" 53096 Rte 25 V9WC653322 Southold NY 11971 3e. 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/ofttcers Included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also note the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note:Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. ' Approved by:NICHOLAS ZULKOFSKE (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 06/12/2015 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 412_ slilia %'. 64g°6441 \ ,._.,__,, ___ .„ 7_,__.... ___. --- ."-7-•s., ,,, s ._ ,i'' -. - 1..4 :..7'''.'Nk,s' .-, - • . . . . • . - _ I''''' ./ \ ..,,,• ,,, -T., „ f1 • -)?. 1, •\‘.! • c.,.,,,N.„=1.,,,i, .,, it,:‘,, -,,,,.:. \\ ,,/ .7-----,..4,,,i .iN, V,I/ 74ft<,,. :;, i e,,,p,„\I' -'" . ,,.14,-...,,.,"W's -\.•/ :>'„,(1\:Ay- \' tir',..,...,_../*,_ • \ • ( 'A f' ''A\-:',.. •,. li•J'IVM '.,&i .'Ial`'., ' •.' --:OR-NV.: 1 :4•.t•lirV; kP A..ft;': `<?,.-Virl:;!i.511., kl-,'"'-A'%"_:%-• ..-__ _1( 1$-7"'-'' ) , \ .., . ,, ,.... . )( Suffolk County Executive's- Office of Consu::'ier Affairs ..„,. •,,i,,,N. r.,,,, , , VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2)07 No. 43858-ME ( i) SUFFOLK COUNTY !- \ M(fl ster Electrician License This is to certify that ROBERT J SKYPALA a I) 41;Z: N doing business as ,17-,-....a,.,? '''.7 GREENLOGIC LLC - ..-- :-) Pi -. -.- .. .. ..,. r,, having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance , i,... ,..:;•-civ,,; with and subject to the provisions of applicable laws,rules and regulations of '- '':1_•-k' the County of Suffolk,State of New York. Additional Businesses 1 ha - ) .-4--'..--,"' i --4.•j,;. '.., NOT VALID WITHOUT ,._ I Pi-,--c-7;;\ ,' / \ • 7•=',--://,, 'c.• ; • ..' , DEPARTMENTAL SEAL i r'•,\', •' ,,i AND A CURRENT .-,-.....:-.--- CONSUMER AFFAIRS ID CARD // • \-.., I, , 7 , Director t.....,` . ' •1 N.:k ..... CI' .... ..--'-1 )1/ __ , '' - ,_•,:„.,.:i.LT-- .._, 2./ . k __ ivt,,, ..j./. \ .,..,- ...... __. _J 1...... .. \, , ,'"'"•-•.,•,-.4.,,,t,„ ,,(?• -0, .,• ,(J.-,'-,, ..i.„.:-, , t ..,,„1„-,"., imp...;,-„, ., :,.-•.:•,,,,rriik_ .iy,, , ,,...i..\,,,. ,,/,,,,,,,..„ _ i ;,-...x.,,,,...ail), , ..,,v...,....,,,,4-p.,„-,,..., , .,, o \, ,,,:,,,,,,,..)---____if A_...., ,.,, ',4 I/A ::---"S,/, `,;,..k-• k \\,- 04.`,-........ ji A _____.--Alp'sj...`---' P A _,,,,.‘v,' . ), I,/ A • ,...,,,I_L--,‹- i \ • - A,.,\....k",...:_. i \ _____/ d'i,,,,, , i -,. , • •. .. . C •-•,,,• ,..,,,,----- ''.-•-.,'. -. --414, ' . - _ - - - ---- - CSL APPROVED AS NOT ED I.`� CO , P \1 �` 6 H ALL CODES OF DATE: � B.P• NEW YORK STATE & TOWN CODES FE -� BY: 2, AS REQUIRED - ifiv' & OF N HIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: n , 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE SQL ,.. TEES 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OCCUPANCY OR REQUIREMENTS OF-i,-IE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL • 5N PE T O', R OU;I EEE _ RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. r Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B I-- A 3Ok`y Ph: 631-988-0000 Bohemia, NY 11716M GI GE Fax: 631-382-8236 www.pacificoengineering.com solar@pacificoengineering.com November 2, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Catherine Crook Section: 128 1150 Delmar Drive Block: 3 Laurel, NY 11948 Lot: 2 I have reviewed the roofing structure at the subject address.The structure can support the additional weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A B Mean roof height 12 ft 12 ft Pitch 4 1/4 in/12 4 1/4 in/12 Roof rafter 2x6_ 2x6 Rafter spacing 16 inch on center 16 inch on center Reflected roof rafter span 10.3 ft 7.5 ft Table R802.5.1(1)max allowable 13.3 ft 13.3 ft The climactic and load information is below: CLIMACTIC ANDWind Live load, Ground Speed3 pnet30 per point , GEOGRAPHIC DESIGN Category Snow Load, pullout Fastener type CRITERIA Pg sec gust, ASCE 7, load,lb mph I psf Roof Section A C 20 120 56 1146 (2)#14-13 x4.5"DP1 concealer screws(3.5"min embedment) B 56 1146 (2)#14-13x4 5"DP1 concealer screws(3.5"min embedment) Weight Distribution OF �E yo 4) array dead load 3.5 psf A PAciF/co load per attachment 214.9 lb r, Subject roof has one layer of shingles f Panels mounted flush to roof no higher than 6 inches above surface. 4 \�; 11'v! -- Ralph Pacifico, PE �� v Professional Engineer �P Ra.'' a `«.��A,� ngineer NY 0.: s 11M• 14.744306 GREENLOGIC® ENERGY GreenLogic,LLC Approved Crook,Catherine 1150 Delmar Dr. Laurel,NY 11948 Surface#A: Total System Size:9.810kW Array Size:4.578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth: 148° _ Pitch:20° t� Monitoring System: SunPower #14•V• Panel/Array Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame Panel:41.18"X 61.39" Array:27'6 875"X 10'6.6" Surface:35'2"X 13' 11" Magic#•62.14" Legend: rm 14 SunPower 327W Panel UniRac SunFrame Rail • 22 Ec-Fasten Quickfoot 2x6"Douglas Fir Rafter 16"O.0 Notes. Number of Roof Layers: 1 Height above Roof Surface'4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3 5psf Engineer/Architect Seal: OF NEVI/ kr) QN PAc,�,co�A, :ri'if's * ,e Afirtio �,�0 4 066�a� P AROFESS\c3 Drawn By.ADL Drawing#1 of 8 Date:9/28/2015 REV.A Drawing Scale 3/16"=1.0' I ENERGII CY GreenLogic,LLC Approved Crook,Catherine 1150 Delmar Dr. Laurel,NY 11948 Surface#A: Total System Size.9 810kW Array Size:4.578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth:148° _ Pitch:20° t� Monitoring System: SunPower Panel/Array Specifications: Panel.SPR-E20-327 Racking'UniRac SunFrame Panel:41.18"X 61 39" Array:27'6.875"X 10'6.6" Surface.35'2"X 13' 11" Magic#:62 14" . - - Legend: • _ • • f • ` • ' r 14 SunPower 327W Panel / / UniRac SunFrame Rail /// ✓ • 22 Ec-Fasten Quickfoot t a 2x6"Douglas Fir Rafter 16"O.C. ./ • Notes: .-... Number of Roof Layers: 1 •. . N5( • Height above Roof Surface:4" • . Materials Used:Eco-Fasten,UniRac, . ' • ,\. SunPower,SMA • Added Roof load of PV System:3.5psf A _ Engineer/Architect Seal: --', :----:. I4,=.:11.-. ....Z : • . . _____ o . • • • . • , . . . . , . . y . . . ,,,,i,... vy, pAcip uj e t rt z� ,ti 1 a , i cp.2 ,.p. . . . . . . . , . . . . • , . 1 . , . . . _ • . , . • co ..43-\:. - 1.4 :co: -: , N .' :2- d 9�0 ill ossl �� AROFESSIONP. . - Drawn By:ADL Drawing#2 of 8 Date:9/28/2015 REV:A Drawing Scale:3/16"=1.0' : GREENLOGIC® ENERGY GreenLogic,LLC Approved Crook,Catherine 1150 Delmar Dr Laurel, NY 11948 Surface#A: Total System Size.9.810kW Array Size:4 578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth. 148° Pitch:20° 14 Monitoring System. A ::::: Pecif1cat10ns: A AA Panel/Array S SPR-E20-327 4 2 Racking:UniRac SunFrame VPanel:41.18"X 61 39" X Array:27'6 875"X 10'6.6" Surface:35'2"X 13' 11" Magic#:62.14" Legend: rril 14 SunPower 327W Panel 1 UniRac SunFrame Rail V V V • 22 Ec-Fasten Quickfoot a2x6"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: �O NEW. , �P-Q'9N PAC ip O1 Q- of,O * x- z „. %,,..,...,, ll ., *.: AROFESS,O0-\- Drawn By ADL Drawing#3 of 8 Date:9/28/2015 REV:A Drawing Scale:3/16"=1.0' $ GREENLIGC® ` ENERGY GreenLogic,LLC Approved Crook,Catherine 1150 Delmar Dr Laurel,NY 11948. Surface#B: Total System Size:9.810kW Array Size:5.232kW 1 string of 8 and 1 string of 8 on SB- 5000TL Azimuth:242° Pitch:20° ... lel Monitoring System: SunPower Panel/Array Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame Panel:41.18"X 61.39" Array:20'8.79"X 15'8.74" ------ Magic#:62'. 4X 18'11" Magic#:62.14" ------ Legend: rn 16 SunPower 327W Panel ------ UniRacSunFrame Rail • 22 Eco-Fasten Quickfoot t a2x6"Douglas Fir Rafter 16"O.C. lila Nub: Nummber of Roof Layers:1 Height above Roof Surface:4" Materials Used Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF Nfrit kx �QN PA C/A., O,A * 4CO ei Q 4 vii j�PO t 1 r4,1* r oA '....66123. ( ROFESSICO\ Drawn By.ADL Drawing#4 of 8 Date:9/28/2015 REV:A Drawing Scale. 1/8"=1 0' C MGM® Purlins to be added prior to installation of PV System ENERGY 2x4 Douglas Fir Load Bearing Wall located 13'-1" off of c o k,CatherneCApproved west exterior wall, and runs length of the house. 1150 Delmar Dr 2x4 Douglas Fir Purlins located directly above Hallway Laurel,NY 11948. Load Bearing wall spaced 16" on center. surface#B: Total System Size:9.810kW Array Size:5 232kW 1 stung of 8 and 1 string of 8 on SB- 2x4 Purlins 5000TL Azimuth'242° Pitch:20° •�. ire. �"' Monitoring System: SunPower Panel/Array Specifications: Panel:SPR-E20-327 2x4 load bearing wall Racking:UniRac SunFrame Panel:41.18"X 61.39" Array:20'8.79"X 15'8.74" Surface.62'3"X 18'11" Magic#:62.14" Legend: lrn 16 SunPower 327W Panel ® UniRac SunFrame Rail • 22 Eco-Fasten Quickfoot Ba 2x6"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers. 1 • i ' • • Height above Roof Surface:4" , Materials Used.Eco Fasten,UniRac, �/, ' SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: .`Q��QH AC�YO • Q ; o . '� i \ ./; ` fti U� OA X66182 e' o n 10 . a a v 0 0 0 0_ o �OFESSIO�P� , Drawn By ADL Drawing#5 of 8 Date'9/28/2015 REV:A Drawing Scale:1/8"=1.0' ( ' GREENLIJGC®• ENERGY GreenLogic,LLC Approved Crook,Catherine 1150 Delmar Dr Laurel,NY 11948. Surface#B: Total System Size:9.810kW Array Size:5.232kW 1 string of 8 and 1 string of 8 on SB- 5000TL Azimuth:242° Pitch:20° �. elMonitoring System SunPower Panel/Array Specifications: Panel:SPR-E20-327 Racking.UniRac SunFrame Panel 41.18"X 61.39" Array:20'8.79"X 15'8.74" ----- Surface:62'3"X 18' 11" Magic#:62 14" ----- Legend: 16 SunPower 327W Panel rarl4 ---- UniRacSunFrame Rail • 2 Eco-Fasten Quickfoot -- --- B a 2x6"Douglas Fir Rafter 16"O.0 LV4M4/4 -- Notes: Number of Roof Layers: 1 He---- above Roof - at Surface:4" Materials Used Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEfrfr ib co P�QN Cy,�10 ,p 4 `ot, w c, �O vs61.23.- ei AROFESSION°' Drawn By:ADL Drawing#6 of 8 Date:9/28/2015 REV.A Drawing Scale:1/8"=1.0' 4%GREENL I GM® ENERGY GreenLogic,LLC Approved Crook,Catherine 1150 Delmar Dr. Laurel,NY 1948 Total System Size 9.810kW 1 string of 8 and 1 string of 8 on SB- 18„ 1TL 000ng of 7 and 1 string of 7 on SB- Service 5000TL Walkway Azimuth.242° WNW Pitch:20° Ilei-0 -0 O Monitoring System: SunPower Panel/Array Specifications: Panel:SPR-E20-327 ... . Racking:UniRac SunFrame Panel:41.18"X 61.39" Array:20'8 79"X 15'8.74" 2 SMA Surface:62'3"X 18' 11" Magic#:62 14" Inverters /4 Legend: located i // 1111 32 SunPower 327W Panel basement ...** UniRac SunFrame Rail ' ♦ • 44 Eco Fasten Quickfoot adjacent to /' main /// l a 2x6"Douglas Fir Rafter 16"O.C. Notes: electrical ,/ ♦ 16 SunPower Number of Roof Layers:♦♦♦ 1 panel y ♦♦ 327W Panels Heighabove Roof -Fat Surface:4" Materials Used Eco-Fasten,UniRac, SunPower,SMA �♦♦ Added Roof load : Engineer/Architect Seal: ' of P �J- ** k H Acs 0 ' : 41::\:::- - AI CIO :P#i-.- -‘'\Y flliP, ---;:--4.4',\47.:, 4 * ', ___---------- ' 01411011 0 :, 1 .--' "-- 14 SunPower z »1G � 327W Panels tc.` - c; 18" Service O °ss s Walkway A �FESS�o�Pv , Drawn By:ADL Drawing#7 of 8 Date:9/28/2015 REV:A - Drawing Scale: 1/8"=1.0' (''' .6':',, GREENLO IC® ENERGY GreenLogic,LLC Approved Crook,Catherine 1150 Delmar Dr. Laurel,NY 1948 Total System Size:9.810kW 1 string of 8 and 1 string of 8 on SB- 5000TL 1 string of 7 and 1 string of 7 on SB- --- - -- - - --- _ -- - - - - — - - 5000TL i� Azimuth:242° - Weil List g* I 1111Nltaid List g(- F ---- Pitch:20° �• ,e1 1 --� Monitoring System ---- --_..- -} ---i SunPower Panel/Array Specifications: _ -._ _-_ ! - __ Panel:SPR-E20-327 Racking:UniRac SunFrame -- i —� -� -- Panel:41.18"X 61.39" Em-Fa enQidicctEteePIate 44 - ___ __ =__�=_------- �_-._ - �- Array:20'8 79"X 15'8.74" Eco-Fasten QidEl Surface:62'3"X 18'11" - Magic#:62.14" E�FaitPllQl00tpallg 44 - - —_-- -_— g- _� } Legend: #14-1145'01Cared e-S 88 s i l 32 SunPower 327W Panel UniRac SunFrame Rail 1]a 2x6"Douglas Fir Rafter 16"O.0 ------ -,--_ — - Notes: _______ — --- ---- �r-_ -- Number of Roof Layers. 1 _ J Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, _ -,________ -_.__ _ _- -_. _. — — --.-- — — SunPower,SMA _ Added Roof load of PV System:3.5psf - _ Engineer/Architect Seal: OF NES CO. 1 .0,N PAc/'Oil®,A ,t!,,zt.;474.: N tlyiaso 1 �' 4. 661$ e.,' ibESSIONP&' Drawn By:ADL Drawing#8 of 8 Date:9/28/2015 REV A • Drawing Scale: 1/8"=1.0' • " c ,ra.= :.• A, sag, 5 .;art '. t i?^YP. _• p ',mow : :71� • �r r �• s ' .4 E R t 7-,:".1"4:1,,-.E2Q/327 soLARkPAff�EL r. SUNP t , : ti 7 r .nw..h �:' ..iri,.. . . .4 t. ".. 7 .> x.s - .b'r .. ,4.'?,. 20% EFFICIENCY P OA i SunPower E20 panels are the highest t ' efficiency panels on the market.today, �' SERIES providing more power in the same ��. amount of space �+ MAXIMUM SYSTEM OUTPUT ` `' Comprehensive inverter compatibility ,,,4--=r- •' t ensures that customers car pair the highest- i,, A_ '` ` efficiency panels with the Highest-efficiency t • f t -' tr • inverters, maximizing system output _ +_----+-4--* ._. ._.�... +—t— , . I -w--o-- t REDUCED INSTALLATION COST + � .m More power per,panel means;ewer.panels ' { ' per install. This saves both time and:money. RELIABLE AND ROBUST DESIGN SunPower's unique•Maxeon'"'cell THE WORLD'S STANDARD FOR SOLAR-' technology and advanced module SunPowerTM E20 Solar Panels provide today's highest efficiency and '' design ensure industry-leading rel:ability performance Powered by SunPower MaxeonTT cell technology, the E20 series provides panel conversion efficiencies of up to 20.1% The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt , SUNPOWER'S HIGH EFFICIENCY ADVANTAGE . "---- '. ;,; 20% __-___m- — �� OW , " 15% , :‘,,,..:.� yr�l ig� a g$ y 1 0/ •:� r ...g ,a� C'N 3. y� THIN FILM CONVENTIONAL Ea/ E 1 iiiie E 20 .. . MAXE inn CELL SERIES SERIES SERIES TECHNOLOGY - - . - sunpowercorp.com Paten;ed a l-bac.t;-cxrrtact sonar-:ell, rro,'iaing,t,e Ind£'iys mohest ' eFciency ana'e lab l ty C I L US RE20/327 SOLAR PANEL . MODEL: SPR-327NE-WHT-D `ELECTRICAL DATA i I-V CURVE Measured et Sionoard Test Conditions(STC)ared•once of 1000W/'n AAA 1 5,and cell'emperorure 25"C 7 :00U 4vi rrt°ct 5C?''e Peak Power(+5/-3%) max 327 W ,, ,. - .. . .___ _. ._ .__ _ _ ._.. _ 6 1000 W/m2 Cell Efficiency n 22 5% 5 ,_ Panel Efficiency n4 20 1 % Q 8{}0 LN/m2 --- Rated Voltage Vmpp 54 7 V L. 3 Rated Current _ ImPP _ 5.98 A 2 i°.V./m2 i Open Circuit Voltage Voc 64 9 V 1 - - - i 200 W/m2 , Short Circuit Current Isc 6 46 A I ( 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 -- - Voltage(V) Temperature Coefficients Power(P) Current/voltage characteristics with dependence on irradiance and module temperature. Voltage No) -176 6mV/K L ---- Current(Isc) 35mA/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 _ - __ __ __ __ ^ .__ Max load 113 psf 550 kg/m2(5400 Pa),front(e.g snow) Grounding Positive grounding not required w/specified mounting configurations MECHANICAL DATA ' 50 psf 245 kg/m2(2400 Pa)front and back _ _._. _-- _.___ ._._..._.____- _ _- —__..__ ._ (e.g.wind) Solar Cells 96 SunPower Maxeon'M cells — �` --- m" __ ( High-transmission tempered glass with Impact Resistance Hail (25 mm)at 51 mph(23 m/s) Front Glass anti-reflective(AR)coating Junction Box IP-65 rated with 3 bypass diodes — WARRANTIES AND CERTIFICATIONS Dimensions-32 x 155 x 128 mm _____. WA ___.•_ Output Cables1000 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 E ____________ .___ ___ ____ ____ DIMENSIONS I43' I MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES I. -2x 571,22 T2: - 2 • 289'/0, - (IN) 12X066[26] 10X 042[17] JO[1 fll —"i I. j322.'2 E9t 1-. - .“33,119 rig --^ r. • 0 0 0 . ♦ 0 O 0 c __t Ina (B)—�, ♦ ♦ p 0 0 ♦ ♦ o c 0 0 I . ♦ ♦ O O O ♦ 0 0 0 0 ` BOB�H --g � �lpm1a "a ♦ ♦ 0 0 0 ♦ ♦ 0 0 0 O ENDS N `s P • ♦ 0 0 0 ♦ ♦ 0 0 O 0 ' 1 • ♦ 0 0 0 ♦ ♦ 0 0 0 . l li .. .. n '359 v sv _— ^ ► t 46 1 81 -�L� (A) I `------91123632. --.1 ! ,2,...1472', I 1 2(17, -4- - ---- 53u(6045( - - - --- -"{ . 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 sun powe rco r p.ca m of SunPower Corporation in the US and other countries as well All Rights Reserved Specifications included in this datasheat are subject re charge without notice Document 4001.65404 Ravi?,/LIR_EN C5 11_316 r �E�' ,, ,,,„ -� ., ;� r . "7, "-.am: ; 711'£1: ., 'SMA <z,UII i •,) e ,,,p, ,,, « L— .. , „::-,..„,u, .....-,,- ' '.ztxL d .,..,--1-.„1 i 'e ; mo.«w!,zapz£ i” (1.;.' '!'1\7.1.moi; i ;e.' # `l s !I 0ifg ,,r,-,- a' 9 ' J. < ' �" <'S S< * �-, ,,, ; :! ". « .,,'",A,'', .„,t,,,„ .k • ...: :< >,•'fit. °.`. '`e � q Q• 1 t'4.t9 lkAl > ktf ;,fit"+wn ,q`a\\, y .i,a,". \�'4 s ,. ,L°, e 8 � !, 1 ,(.1TY r ,> , " -p4>, e .e ...> w 'i. °- 9�a'< r `�`eahPo '` i - ,. ,h _ , _• i ,- .,y .m�" ,.yea 2�}� G x ` g., ,°3,''" - `' - L, .> s, j f t "``°' X34°;, •, m`a'' ' r «. m.' a �';41'7„j,, . ,a •• ate, x, ,;,e'�� • ,".3. : `'L'e<. 'f,,,.,. THE WORLD'S ONLY : f -> ,r' SECURE POWER SUPPLY ® A ` ,, !� . I. t.a • � , my ' za,:�.,�, ..,>:. K '' °, y > >~ x 81.° ,,V.,,,3 .:3 ,, gz'f f j. .> }z" ., < _ :3." " p; S a14 ,‘4.:',0'�'.w: ° we"��: ;a�, >-\, A ec w :x< " e >a. », ,. Certified. InnovativePowerful•• Flexible - - • UL 1741 and 1699E compliant, l •Secure Power Supply provides . •97,6%maximum efficiency •Two MPP trackers provide •Integrated AFCI meets the require- , daytime power during grid outages •Wide input voltage range numerous design options ments of NEC 2011 690,11 : •Shade management with OptiTrac ' •Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL-US / 3800TL-US /4000TL-US / 5000TL-US / 6000TL-US / 700TL-US / 7700TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-US represents the next step in performance for UL certified inverters.Its transformerless design means high efficiency and reduced weight.Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power 43,9 T %. Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. V QQ 94'0'woo" Sunny Boy 3000TL-US - Sunny Boy 3800TL-US 1 Sunny Boy 4000TL-US Technical data 208 V AC 240 VAC 208 V AC 240 V AC 208-V AC ; V 240 AC Input(DC) .,_ Max usable DC power(@ cos p=11 - 3200 W 4200 W 4200 W Max DC voltage_- 600 V ' 600 V _ _ 600 V _E ' Rated MPPT voltage range 2. _ 175-480 V 3 •175-480 V I 175-480 V _ MPPT operating voltage range _ , 125-500 V 125-500 V 125-560V _ Min DC voltage/start voltage _. 125 V/150 V _ 125 V/150 V 125 V/150 V Max_operatinginput current/per MPP tracker ' . 18A/15A. , 24 A/15 A _ 024 A/15 A Number of MPP trackers/strings per MPP tracker - - 2/2 _- Output(AC) , - AC nominal power , 3000 W ' 3330 W 3840 W 4000 W Max.AC apparent power _ 3000 VA , 3330 VA- , 3840 VA - 4000 VA Nominal AC voltage/adjustable • - 208 V/•• _ 240 V/•, 208 V-/••,_ _ 240 V/• ,, 208 V,/• i _ 240V/•,_ AC voltage range 183-229V, ' 211 -264 V 183-229 V 211 -264 V , 183-229 V 211 -264 V AC grid frequency;range,,___ 60 Hz/59.3-60 5 Hz 60 Hz/59,3--60.51-1z 60 Hz/59 3-66.5 Hz Max.output current ..__ _ __ 15 A _ 16 A = 20.A _Power factorcos p ( ) 1 _ 1 V - i Output phoses/line connections 1/2 . -. - - 1/2 -. -1/2 _. ,, _ Harmonics_ _- _ _ <4�0 <4%,_- _. ,__ 4°fo -__- Efficienry _-, Max.efficiency___ _ _ __, ._A -.- „--97.2%,„_ 97.6/ _ 97.2%- 97.5% _ -" ^_97.2%_,-_ __ 97.5°4 _ CEC efficiency -- -, 96.5% 96.5°'° - ., 96.5% , 97.0% _ ,- 96.5% 97,0x% _ Protection devices DC disconnection device • __ DC reverse-polanty protect€on • - --- _ Ground fault monitoring/God monitoring a/-�_ AC short_circurf protection . - - - - •• - _- _ _ All pole sensitive current ive res€dual monitoring unit ® _ Arc fault circuit interrupter(Ara)compliant to UL 169913-- • Protection class/overvoltage category - -,_I/IV _ General data D€mensions(W/H-/D)in mm(m) 490/519/185 (19_3/20,5/7.3) _ DC Disconnect dimensions(WI H/-D)in mm(in) 187/297/190-_(7 4/1 1-.7/7.5) - Packing dimensions(W/_H/D)in mm tin) 617/597/266 (24.3/23,5/10 5) -, ' DC Disconnect packing dimensions(W/H/D)in mm(in) ,_ 370/240/28Q (14.6/9.4/11.0) _ _- _ Weight/DC Disconnect weight 24 kg (53 Ib)/3-5-kg.(8lb}' •' , , Packing weight/DC Disconnect packing weight_, 27 kg (60 Ib)/3.5 kg (8 lb) -, Operating temperature range -40°C . +60°C (-40°F ..+140°F) -- 5 Norse emission(typical) 5 25 dB(A} <25 dB A) <25dA } " - Internal consumption at night ,_ _ <1 W <1 W <1 W ,Topology Transformerless - Transformerless ,_ Transformerless Cooling Convection Convection_ Convection -- Electronics protection rating , NEMA 3R NEMA 3R ' - NEMA 3R , Features _ _ _ Secure Power Supply' — •, • _. _ -__Display:graphic, _„ • • Interfaces:RS485/Speedwire/WebconnecQ/0 0/0 O/ Warranty:10/_15/20 years •/O/Q •/0/a m •/0/0 Certificates and permits(more available on request) UL 1741,UL 1998,UL(699B,IEEE 1547,FCC Part 15"(Class A&r3),CAN/CSA C22 2 107.1-1 _ ' NOTE.US inverters ship with gray lids - _ _Type designation -_ _- , , ;-. , SB 30007E-US22 ,""„_ , _SB 3800T1-1.)S22 - SB 4000TL-U5•22 „ _, d Eff,aency curve SUNNY BOY 5000TL-US-22 240Vacf t Accessories 98- '_ "-'..-...q_..-........""" t- .. " " 1'; 6 t R5485interface .^ ... -•- I c connec _ DM-485C&US10 _/_ ...........................(..................:.....:...:::...... •__ ,,,_� Spee w,raJ �• interface „ 96-- - --•.--- " -' - 'aN SWDfd-US-10 �, 44- " _- ._. I ` ` �. , y ( `eEIH, fan Vit for SB 3000/3800/ yo iiii4000/500011-US.22 w ! Eta 1V,,,.175 V196) - s. - Eta IV,.=400 V)1,[-- c I vs ---aea 86-.- ----- '-" Eta[V,.=480 V1[.. V„,,,[V) I ( I I 00 0.2 04 06 O9 1.0 •Standard feature 0 Optional feature -Not available Output power/Rated power Data at nominal conditions Sunny Boy 5000TL-US Sunny Boy 600011-US Sunny Boy 7000TL-US Sunny Boy 7700TL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 VAC 240 V AC 208 V AC 240 V AC 5300 W 6300 W . 7300 W 8000 W 600 V 600 V 600 V 600 V 175-480 V 210-480 V 245-480 V 270-480 V 125-500 V 125-500 V 125-500 V 125-500 V 125V/150V 125V/150V 125V/150V 125V/150V 30A/15A 30A/15A 30A/18A 30A/18A 2/2 - 4550 W 5000 W 5200 W 6000 W 6000 W 7000 W 6650 W 7680 W 4550 VA 5000 VA _ 5200 VA 6000 VA _ 6000 VA _ 7000 VA 6650 VA - 7680 VA ' 208V/• ' _ 240V/• 208 V/• 240 V/• t 208 V/• 240 V/• 208V/•_ 240V/•, 183-229 V 211 -264 V 183-229 V 211 -264V , 183-229 V 211 -264V 183-229 V 211 -264V 60 Hz/59.3-60.5 Hz - _ 60 Hz/59.3-60.5 Hz . , 60 Hz/59 3-60.5 Hz _ 60 Hz/59.3-60.5 Hz _ 22A - - 25A 29.2A - 32A _1 . 1 1 1 1/2 1/2 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% 96 5%° 96.5% 96.5% 96 5% _ • . . _. . . • _ • • t/IV , 490/519/185 (193/205/73) 187/297/190 (74/11.7/7.5) • 617_/597/266 (24.3/23.5/10 5) 370/240/280_(146/9.4/110) - 24 kg (53 lb)/3.5 kg (8 Ib) - 27 kg (60 lb)/3.5 kg (8 lb) - -40°C . +60°C (-40°F...+140°f) - - - <29dB(A) <29dB(A} <29dB(A) <29dB(A) <1 W <1 W ' <1 W <1 W ' Transformerless Transformerless Tronsformerless Transformerless Convection , Fan Fan Fan NEMA 3R NEMA 3R NEMA 3R NEMA 3R _ .. . • - --- - •• - - - • • - -- - o/o . . ._ o/o - - 0/o _ 9/.o- , 0/0/a •/o/o - .19/0 _ - .12/2 UL 1741,UL 1998,UL 16996,1EEE1547,FCC Part 15(Class A&B},CAN/CSA C22.2-107.1-1 SB 5000TIIUS-22 1SB 60001L-US-22 SB 700011-US-22 SB7700T1.-US-22 -- More efficient Shade management Easier 4 t4 t'y� Nl ha yy cr -.. _•� i hk� Yat i ,i :::,13 v -. 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 .f / 4000TL-US / 5000TL-US / 6000TL-US / Secure Power Supply The new TL-US residential line features more 7000TL-US/7700TL-US are transformerless than high performance and a large graphic _' inverters, which means owners and installers One of many unique features of the TL-US display. The monitoring and control options a 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 r- 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 r daytime energy to a dedicated power outlet Portal from anywhere on the planet via an a Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection. Whether communicating e 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 -7; inverters on the market.An industry first,the TL- the sun shines. WebConnect, installers can find an optimal US series has been tested to UL 1741 and UL solution to their monitoring needs. 1699B and is in compliance with the arc fault Simple installation requirements of NEC 2011. Wide Power Class Range As a transformerless inverter, the TL-US Increased energy production residential series is lighter in weight than Whether you're looking for a model to N its transformer-based counterparts, making maximize a 100 A service panel or trying o OptiTracTt Global Peak, SMA's shade- it easier to lift and transport. A new wall to meet the needs of a larger residential PV i f tolerant MPP tracking algorithm, quickly mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure adjusts to changes in solar irradiation, which makes hanging the inverter quick and easy.A Power Supply has you covered. Its wide mitigates the effects of shade and results in simplified DC wiring concept allows the DC range of power classes—from 3 to 7.7 kW— o` higher total power output.And,with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any o trackers, the TL-US series can ably handle saving labor and materials. residential application.The TL-US series is not o 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. installers to maximize system size and energy .. An extended operating temperature range of production for customers with 100 A and 200 >s -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 — — . ,.. SuNFRAME® 1 CU _ _ V;a A HILTI GROUP COMPAC NY pi)Z• CL „. ., .. 4 „— .M ft, cynY,� �A' "� L ;ct ? � - .s , " xx t�` �'r' ":. ..«rte` ' t:�'% -,”" /i) (D ,, . .141,1..,....,:. ,7„,. ..„..,10„4-, ,,...„--..„...,.t ..4,. ..,. .„:„0._ ,::.,..„,f.:%,...:„4-41,,,„44,..toy...... .:.. *,,,,.. , v4. ,.,,...:::,,,„.: , „4,...4,,...„„4„.7,...,,,„ ',,,,„4;,4c.,,,,,,‘A ;;,, 7,— ,,p• N."*"..44tS.?›..1:7,':-.4.`01.->'Nt-V itti'!'-'!:.A.:=k4t ,,,A' 4, t 41,74. � y � ` ,�r^ °fw„4� � x':v*. ,-,s v"`« are '' . .% . 2 ma IN 7.— f f r�',.,;,;—",:-:,. „..,' ;,,,,:t",4„,„,„,,,...4,2, 4,w,,,, ,,,74,11•14 ' , �• rtn f3�� f� � ., ,.0 "� user 3 �t r ai m 4 (A a . ( rte'. w h is y � d e'Pe Table olit f Contents - Code Compliant Installation Manual 809 i.Installer's Responsibilities 2 0 Part I.Procedure to Determine the Total Design Wind Load 3 Z Part II.Procedure to Select Rail Span and Rail Type 10 Part III.Installing SunFrame 14 M C Pub 15JAN01-lcc X201.4-I5 l}nirnc,Inc. Ali lights reserved. Unuac welcomes input concerning the accuracy and user-friendliness of this pubhcanon.Please waste to publications@unirac.com. I:U N I RAC Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low,clean lines that SunFrame system. become as natural a part of a home as a skylight.It delivers the This manual provides(1)supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs and parking roof structures, Universal PV Module Mounting system,and(2)planning,and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics.Modules are flush mounted in low,gap-free rows, SunFrame products,when installed in accordance with this and visible components match clear or dark module frames. bulletin,will be structurally adequate and will meet the structural requirements of the IBC 2009,ASCE 7-05 and California Building Code 2010(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 24). ' 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; • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation.Parameters, such as snow loading,wind ' speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. Page 2 SunFrame Unirac Code-Compliant Installation Manual UN I RAC' Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05: The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2009. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the s i1Kzd Simplified Method,for calculating the Design Wind Load for Pnet(P}) = pner30 pressures on components and cladding in this document. Pnet(psf) =DesignWind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for building height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kzt=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom of the PV panels. I=Importance Factor This method is not approved for open structure calculations. pnet30("PSD=net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30 ft,I=1.0 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in • the last 50 years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height 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 ISI I RAC Unirac Code-Compliant Installation Manual SunFrame WAIIP 4ftra , }-44'A' �:w �r 'wti ', ,.. ' i, 90(40) "� �i �:7tA� Y YI.., �y 100(45) 85 mph #� �_�;�alsir��1�� I� �u� `� r!*iliffe � f ) 0x(38 MA} t i t,. a gOnt hero-.. gig n lliK 44* 110 49 iap"PhAlli `' �81 t." lis `: !,• M ;"�t s�r� .l;:r,► . ax0 sa rmate lk T� .*a* w . e 1 ,tom .t f r ( ) 'Kirp,w& OB.w 1 r is ..+441i* �.„�.�t qi �R r�I h ^-. Imo: s_�v'R= 90 mph ar. litwKvrs"*�`r's��i1�[!��• •4� ■ � 40 m/s) � S4 f 4.111411 lt '� rw ■ "'/ / MQr"v'r7� Ka�$ �tsy� 90 mph- **** y�47—•. ! !!a 1� ;1 4 lei r ilV/ . < ► 4 .} �� H !! 'Nr`s`�' �!L'*YrtRxpr r'a w �yj�'llS4ny5-$'J o (40 tn 3 R l! pw reit ttlit ri vv u "tra�'t�.,/itJyarl �,j ,� sR egntM r�{1i��'Y�_jKa.rjJ��,,tt xt,��j,+ a+H.f�.i$�..w•wf. M,',t.4+rFiAV..0)4XX rtrn *flea •G7�s 111G1s7 xNy ► 4. U�r. syr�g ►� +i � sN II•II"i.rTi`N��Alj 1ti '',Nt'1A:1+Rttsr��K. atiwlt%l�►,y.� 130(58) ��r. tI p a n.aNi1►'1sY, i.,: «�Ct�►,+}'A"(4,4`iiaiir"r i'-r• w. r!s aaNar �i� �11� t, x �t"xr,,, vwz`rr• ,"`i,►,4�� 4y, .11 ssaf almai s '1114 l4iP w*"'e leefels-"'{�'�}p ph „n'� ^4003) °4104—'1.1,011 lh 411P ' #ilsilsl �1,,i, a v'"rr'?ilui ewasil `4VS ' bilOtw 4 fir !!!la-,4.N.7�«rtiy'r' r_'T .E" �fat+►sista: ,tr. niiisll`tts� w''PA lei.■" i,VO-,-. �~ ,�:£, Miles per hour '3.3 it• i rlrre!l �er ! wtiy ; rs.!,�.►,; 4 f (meters per second) t� 1al. �r '�i�its021:1nio� a ir AuntVti � llawi�1t st.gi ro~`: .w,:,. 1447,, ''� y S{i{ ) war.„ ♦ ,'. 'y ':.t. 01 9 58 Figure 1.Basic Wind Speeds.Adapted and ram+��:�i�� ate^^ :�f� ala applicable to ASCE 7-05.Values are nominal ! ik,,}4q„1 140(53) loon 14 63) ,it 1�tt,,140 53) design 3-second gust wind speeds at 33 feet wi� ;.t' •'` :1\, 150(57) above ground for Exposure Category C. Vas Ffst iI x 90{Ati) i ii, ,,;i Ih epeeist 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 l0;.. . 3.._ 3' 3 _ 3 3 4 _ 44 4, 4. 4 4;` 5 6 7 8.. . 12 lb_ _. .i 153 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3. 3 . ..3 3 3 w 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 1010 10 10 10 12 16 20 30 3` 3' .3 _'3 3 _4 -5 - 6 7 �. 8 . . 9W 10_... 112__. _I?. ,_, 12 t2 _ (2 -1-6 W_20 35 33 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 _ 40. - . ..3_. 3.- 3— -3 3-. -4. 5 - 6__.- 7 - - 8 4-- _1012.5 15' 16 16 .J6 .y16 . 20 . 453 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 .. ' . - 3 3 3 3-- 3 ''4 5 6 7 8 9 �. 10 12.5 .15 1 .8.--26- __ 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p 41. Page 4 SunFrame Unirac Code-Compliant Installation Manual UNI RAC : Step 3:Determine Roof Zone(continued): Using Roof Zone Setback Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs Flat Roof - ., Hip Roof(7° < 8 <_ 27°) " ,,.., ::"::"V"'N'' - '77' j. 7 ,.�'" �L.,4 Alr,'.� `- a .� ,L1 a,,,,<:, `tea Gable Roof(0 <_ 7°) --� µ: Gable Roof(7° < 8 <_ 45°) • ,,,e'e4:::, • .F;-, "."-'" „:,.:„,,,,-- ' t'. 4 '„ .1 .=,'''''' ft rr-- ; r , ,- ,/, .,. , ,,... ,.,„:, , _ , , . ,,•.„ • . f \ Z.,,,,, ''' , tea^ a✓ ,, i ,, , "/ a Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 A,"• 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,pnet3o(psi): Both downforce and uplift pressures must be considered in Using the Effective Wind Area(Step 2),Roof Zone Location overall design. Refer to Section II,Step 1 for applying (Step 3),and Basic Wind Speed(Step 1),look up the downforce and uplift pressures.Positive values are acting appropriate Net Design Wind Pressure in Table 2,page 6. Use toward the surface.Negative values are acting away from the the Effective Wind Area value in the table which is smaller than surface. the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Page 5 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pnet3o(psf) Roof and Wall Basic Wind Speed,V(mph) 90 100 1 110 ` 120 130 140 150 • 170 Effective Wind Area Zone (sf) Downforce Uplift` Downforce Uplift (Downforce Uplift Downforce Uplift,Downforce •Uplift Downforce Uplift t/Downforce' Uplift•!Downforce Uplift i 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 1 21.I -52.0 I 20 5.6 ' -14.2 6.9 -17.5 8.3 -21.2 • 9.9 -25.2 11.6 49.6 13.4 -34.4 1 15.4 -39.4 19.8 -50.7 01i I 50 5.1 -13.7 , 6.3 -16.9 ' 7:6 -20.5 1 9.0 -24.4 1 10.6 -28.6 1 12.3 -33.2 1 14.1 -38.I 18.1 -48.9 0o aI 100 4.7 -13.3: 5.8 -16.5 7.0 -19.9 ', 8.3 -23.7 9.8 -27.8 : 11.4 -32.3 1 13.0 -37.0 16.7 -47.6 ai 13 2 10 5.9 -24.4 ' 7.3 -30.2 8.9. -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 1 16.5 -67.9 21.1 -87.2 O 2 20 5.6• -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 I 13.4 -52.9 ; 15.4 -60.7, 19.8 -78.0 • 2 50 5.1 -18.4 6.3 -22.7 1 7.6 , -27.5 ' 9.0 -32.7 10.6 -38.4 ' 12.3 -44.5 1,14.1 -51.1 1 18.1 -65.7 -0 2 100 4.7 -15.8 5.8 -19.5 7,0 -23.6 ,3 8.3 -28.1 9.8'' -33.0 11.4 -38.2 13.0 -43.9 : 16.7 -56.4 re• 3 10 5.9 -36.8 7.3 -45.4 ;,8.9, -55.0 r; 10.5 -65.4 12.4 ' -76.8 14 3 -89.0 16.5 -102.21 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 ; 8.3 -45.5 = 9.9 -54.2 1 11.6 -63.8 = 13.4 -73.8 ; 15.4 -84.71 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 s 9.0 -39.3 10:6 -46.2 , 12.3 -53.5 14.1 -61.5 1 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 1 13.0 -43.9 16.7 -56.4 I 10 8.4 =13:3 ' 10.4 -16.5 ;12.5 -19.9 1 14.9 -23.7 1 17.5 0 47.8 20.3 -32.3 ;23.3 -37.0,1 30.0 -47.6 I 20 7.7 -13.0 9.4 -16.0 111.4 -19.4 13.6 -23.0 16.0 427.0 18.5 -31.4 '21.3 -36.0, 27.3 -46.3 a1 I 50 6.7 -12.5 8.2 -15.4 '1 0,0 -18.6 11.9 -22.2 13.9, -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 o0`a I 100 5.9 : -12.1 7.3 -14.9 ', 8.9 -18.1 ` 10.5 -21.5 1 12.4 -25.2 . 14.3 -29.3 1 16.5 0-33.6 i 21.1 -43.2 • 2 10 8.4 -23.2 10.4 -28.7 12.5 144.7 14.9 -41.3 17.5 -48.4 1 20.3 -56.2 23.3 -64.5 3• 0.0 -82.8 ▪ 2 20 7.7 -21.4 9.4 -26.4 111.4 -31.9 13.6 -38.0 16,0 -44.6 18.5 -51.7 ,21.3 -59.3 ' 27.3 -76.2 .8 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 1 23.8 -67.4 2 100 5.9' '-17.0 ; 7.3 -21.0 ' 8.9 -25.5 ; 10.5 -30.3 12.4 -35.6 14.3 -41.2 1'16.5 -47.3 2• 1.1 -60.8 02 3 10 8,4 =34.3 : 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 * 20.3 -83.1 1.23.3 -95.4' 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 ;I I'.4 -47:9 13.6 -57.1 16.0 -67.0 18.5 -77.7 .21.3 -89:2 27.3 -114.5 3 50 6.7 .-29.1 8.2 -36.0 '10.0 -43.5 1 11.9 -51.8 ` 13.9 -60.8 . 16.1 -70.5 118.5 _-81.0 , 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 18.9 -40.2 10.5 -47.9 12.4', -56.2 14.3 -65.1 1116.5 =74.81 21.1 -96.0 I 10 13.3 -14.6 16.5 -18.0 119.9 -21.8 ' 23.7 -25.9 27:8 -30.4 32.3 -35.3 z 37.0 -40.5 47.6 -52.0 I 20 13.0 ' =13.8 16.0 -17.1 '19.4 -20.7 1 23.0 -24.6 27.0 =28.9 31.4 -33.5 3 36:0 -38.4 1 46.3 -49.3 v I 50 12.5 -12.8 15.4 -15.9 18:6 -19.2 f 22.2 -22.8 ' 26.0 _ -26:8 ! 30.2 -31.1 34.6 -35.7 i 44.5 -45.8 I 100 12.1 -,12.1 14.9 -14.9 ;.18:1 -18.1 21.5 -21.5 25.2• -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 -010 2 10 13.3 -17.0 16.5 -21.0 ':19.9 -25.5 23.7 -30.3 27.8 -35.6 ; 32.3 -41.2 137.0 -47.1,, 47.6 -60.8 2 20 .13.0 -16.3 1 16.0 -20.1 119.4 -24.3 ;23.0 -29.0 , 27.0 -34.0 31.4 -39.4 136.0 -45.3 1 46.3 -58.1 2, 2 50 123 -15.3 15.4 -18.9 118.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 1,34.6' -42.5! 44.5 -54.6 • 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 -41.2 137.0 -47.3 • 4• 7.6 -60.8 oe 3 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 3 50 12.5 715.3 15.4 -18.9 18.6 -22:9 22.2 -27.2 ' 26.0 -32.0 ' 30.2 -37.1 ,34.6 -42.5 ; 44.5 -54.6 3 100 12.1 '-14.6 14.9 -18.0 11.8.1 -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 -19.5 121.8 -23,6 25.9 -28.1 30.4 -33.0 ' 35.3 -38.2 40.5 -43.9 + 52.0 -56.4 4 20 13.9 '-15.1 17.2 -18.7 20.8 -22.6 ' 24.7 -26.9 ' 29.0 -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 119.5 -21.3 23.2 -25.4 27.2 -29.8 € 31.6 -34.6 ,36.2 -39.7.; 46.6 -51.0 4 100 12.4 -13.6 ' 15.3 -16.8 18.5 -20.4 l 22.0 -24.2 25:9' -28.4 • 30.0 -33.0 '34.4 -37.8` 44.2 -48.6 3 4 500 10.9 -12.1 13.4 -14.9 116.2 -18.1 19.3 -21.5 22.7 -25.2 - 26.3 -29.3 30.2 -33.6.4 38.8 -43.2 • 5 10 14.6 -19.5 18.0 -24.1 ;21.8. -29:1 - 25.9 -34.7 ; 30.4 -40.7 . 35.3 -47.2 140.5 -54.2, 5• 2.0 -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 1 16.1 -20.3 19.5 '-24.6 23.2 -29.3 A 27.2 -34,3 ' 31.6 -39.8 C36.2 -45.7',= 46.6 -58.7 5 100 '12.4 -15.1 15.3 -18.7 .,18.5 -22.6 22.0 -26.9 25.9 V-31.6 30.0 -36.7 '34.4 -42:1 : 44.2 -54.1 5 500 10.9 712.1 13.4 -14.9 16.2 ' -18.1 19.3 -21.5 22,7' 45.2 , 26.3 -29.3 1 30.2 -33.6 . 38.8 -43.2 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Page 6 SunFrame Unirac Code-Compliant Installation Manual U N I RAC Table 3.p„ et3o(psf) Roof Overhang EffectiveBasicW,nd Speed,V(mph) Wind Area Zone (5f) 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 09 2 20 -20.6 -25.5 -30.8 ' -36.7 -43.0 -49.9 -57.3 -73.6 d 2 50 ' -20.1 -24.9 -30.1' -35.8 -42.0 -48.7 -55.9 -71.8 '0 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 n 3 10 -34.6 -42.7 -51`.6 " , -61.5 -72.1 -83.7 -96.0 -123.4 o 3 20 -27.1 -33.5 ' •-40.5 -48.3 -56.6 -65.7 -75.4 -96.8 c 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 oG 3 100 -10.0 , -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 d 2 10 -27.2 -33.5 ,-40.6 -48.3 , -56.7 -65.7 -75.5 • -96.9 E 2 20 -27.2 -33.5 -40.6 c -48.3 -56.7 -65.7 -75.5" ' -96.9 Da aa)i 2 50 -27.2 -33.5 -40.6 -48.3 -56.7. -65.7 -75.5 I -96.9 Tir. 2 100 -27.2 -33.5 -40.6 -48.3 ' -56.7 -65.7 -75.5 -96.9 N 0 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 n 3 20 -41.2 -50.9 " -61.6 -73.3 -86.0 -99.8 , -114.5 -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 1 -126.1 re 3 100 -30.9 -38.1 , -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 W 2 10 -24.7' -30.5 ' -36.9 , -43.9 -51.5 -59.8 -68.6 . -88.1 00 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 E -58.0 -66.5 - -85.5 -o0 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 a 2 100 -22.2 -27.4 1 -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 PA 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 o ix 3 100 -22.2 • , -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 I -79.3 Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kzt: For the purposes of this code compliance document,the SURFACE ROUGHNESS c has open terrain with scat- Topographic Factor,Kit,is taken as equal to one(1),meaning, tered obstructions having heights generally less than the installation is on level ground(less than 10%slope). If the 30 feet. This category includes flat open country, installation is not on level ground,please consult ASCE 7-05, grasslands,and all water surfaces in hurricane prone Section 6.5.7 and the local building authority to determine the regions. Topographic Factor. SURFACE ROUGHNESS n has flat,unobstructed areas and water surfaces outside hurricane prone regions. Step 6:Determine Exposure Category(B,C,D): This category includes smooth mud flats,salt flats,and unbroken ice. Determine the Exposure Category by using the following definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the The ASCE/SEI 7-05*defines wind exposure categories as local building authority. follows: SURFACE ROUGHNESS B is urban and suburban areas, wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 :P U N I RAC Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine adjustment factor for height and Table 4. Adjustment Factor(A)for Roof Height& exposure category;k Exposure Category Using the Exposure Category(Step 6)and the roof height,h Expos. (ft),look up the adjustment factor for height and exposure in Ment roof B C D Table 4. B 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 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,Pnet(psf): 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet30(psf)(Step 4)by Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other the adjustment factor for height and exposure,A(Step 7),the Structures,Chapter 6,Figure 6-3, p.44. Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: Pnet(psf)=AKztI 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) , pnet3o(psf)=net design wind pressure for Exposure B,at height - =30,I=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table 5. Worksheet for Components and Cladding Wind Load Calculation:IBC 2009,ASCE 7-05 Variable Description Symbol Value Unit Step Reference Building,Least Horizontal Dimension ft Roof Pitchµ .. , degrees Exposure Category 6 Basic Wind Speed 1 . Figure 1.....: Effective Roof Area sf 2 Roof Zone Setback Length ,.._.. __,.:� `._ •;a .... .. ' ' ./)N' - ,.,ft ..,.,. . - 3 _ ... . Table;I. ` ., Roof Zone Location 3 Figure 2 Net Desi Wind Pressure Pnet30 psf . 4 Table.2,3 Topographic Factor Kzt x 5 ,_w Adjustmt,enfactor,for height and exposure category. ,11 ,___ __,,., , x 7, _ .__ Table 4 Importance Factor I x 8 Table 5 Tectal Design Wind Laad rc ' _. _, _. Pnet,.....,. .._....___' _psf Page 8 SunFrame Unirac Code-Compliant Installation Manual :E:U NI RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind Speed,V= gions with Basic Wind Category Category Desicripuon 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 listed in Occupancy Categories 1,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: shelters Designated emergency preparedness communication,and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source- IBC 2009,Table 1604.5,Occupancy Category of Buildings and other structures,p.281,ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p 77 Page 9 p:•U ��C 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,peer(psf)from Part I,Step multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is The beam must be sized for uplift,downforce and side loads. dependent upon the following: Use the maximum absolute value of the three downforce 1.Obtain the Snow Load for your area from your local building cases and and the uplift case to size the beam for uplift and official. downforce. Use the side load case to size the beam for side load.Use the uplift case only for sizing lag bolts pull out 2.Obtain the Design Wind Load,pnet. See Part I(Procedure capacities(Part II,Step 6). to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=1.0D+1.0S1(downforce case 1) 3.Please Note:The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for P(psf)=1.0D+1.0p.,(downforce case 2) illustrations. 4.To use Table 8a and Table 8b the Dead Load for your P(psf)=1.0D+0.75S'+0.75pne,(downforce case 3) specific installation must be less than 5 psf,including modules and Unirac racking systems. If the Dead Load is greater than 5 P(psf)=0.6D+1.0pRe, (uplift) psf,see your Unirac distributor,a local structural engineer or contact Unirac. P(psf)=sin(roof angle)D+sin(roof angle)S (side) The following procedure will guide you in selecting a Unirac D=Dead Load(psf) rail for a flush mount installation.It will also help determine the design loading imposed by the Unirac PV Mounting S=Snow Load(psf) Assembly that the building structure must be capable of supporting. Pnet=Design Wind Load(psf) The maximum Dead Load,D(psf),is 5 psf based on market research and internal data. 'Snow Load Reduction-The snow load can be reduced according illool to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 ofASCE 7-05 for more information. Figure 3.Rail span and footing spacing are interchangeable. • �41444%.4444%.4%.414,%444,441. ... ..41 /411S L .. Aan e, or FoosBpaCng o C� 4. o elV IP 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 U N I RAC Table 7. ASCE 7ASD Load Combinations Description Variable Downforce Downforce Downforce Uplift Side Units _ Case I Case 2'° Case 3 ` • Dead Load 0 I0 x D 1.0 x D I0 x D 0.6 x D sin(roof angle)x D psf °• Snow Load S" I0 x S 075 x S " sin(roof angle)x S psf Design Wind "P,,„ 1.0xPrt 075xPn„_ 1'.0xP psf Load Total Design P-., - = Sum of above two Sum of,above two Sum of above 3 Sum abovetwo ' Sum above two psf Load P numbers numbers numbers numbers' ` numbers Note:Table to be filled out or attached for evaluation. Step 2a:Determine the Distributed Load on the rail Step 2b:Determine the Distributed Load on the rail based on uplift and downforce,w(plf): based on side load,w(plf): Determine the Distributed Load,w(plf),by multiplying the Determine the Distributed Load w(plf),by multiplying the module dimension,B(ft),by the Total Design Load,P(psf).Use module width B(ft) by the Total Design Load P(side) the maximum absolute value of the three downforce cases and w=PB the Uplift Case. We assume each module is supported by one rail. w=Distributed Load(pounds per linear foot,plf) w=PB B=Module Dimension Perpendicular to Rails(ft) P=Total Design Pressure for side load(pounds per square foot,psf) w=Distributed Load(pounds per linear foot,plf) B=Module Dimension Perpendicular to Rails(ft.,see Figure 3) Step 3:Determine Rail Span/L-Foot Spacing: P=Total Design Pressure(pounds per square foot,psf) Using the distributed load,w,from Part II,Step 2,look up the allowable spans,L,for SunFrame. There are two tables,Table 8a for uplift and downforce and Table 8b for side load. Look up the allowable span for uplift/ downforce from Table 8a and side load from Table 8b. Span for the system will be the lower of the 2 appropriate values from Tables 8a and 8b. Table 8a. L-Foot SunFrame Series Rail Span (uplift and downforce) Span w=Distnbuted Load(plf) (ft) 20 i 25 1 30 i 40 i 50 60 1 80 , 100 120 i 140 160 180 , 200 i 220 , 240 260 1 280 i 300 2 •SF SF SF SF SF SF SF ' 'SF ”_ SF, _SF_ SF' SF_ ,_SF SF, _SF" SF_____SF,,, SF 25 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF' SF SF SF SF SF, ".SF SF. SF SF SF SF_ SF, ;SF SF 35 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF • SF ' SF SF SF_ 'SF , SF SF SF_`SF _.SF SF � ,„ ,.„ „-, ___ 45 SF SF SF SF SF, SF SF SF SF SF SF 5 SE ,,SF' SF,,,,,SF; _SF SF SF SF" SF SF s ,_ „ , _, ._ ., , _ _, , ' __. .. 55 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF ___ _ - 65 SF SF SF SF SF SF SF SF 7 _SF"_ SF SF, ,.SF _SF SF' SF„ PT' `_ 7 5 SF SF_ SF SF SF SF SF SF 8 SF SF SF SF SF SF SF _ . ' 8 5 _SF _SF SF SF SF SF SF 9 SF'" SF SF .SF SF,. SF`,._ ,_ ' ...... - ,_ .. _ ^, , 9.5 SF SF SF SF SF SF 10 ,,SF SF SF SF ,,SF„, ._.. ,. ,. .. 10.5 SF SF SF SF 11 SF SF' ,.SF SF ... .,._ 115 SF SF SF 12 SF SF SF' - ° ' Page 11 :E'U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 8b. L-Foot SunFrame Series Rail Span (side load) Span =Distributed Load(plfl (ft) 5 10 1520 25 30 35 40 45 50 55 60 65 70 75 80 85 90 2 'SF SF SF SF SF 'SF Sr- SF ASF 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 3 SF_ SF SF- SF „ASF •.SF. SF SF SF.•. ,SF„._SF SF __.._ _ ._ _.... __..` _,. 3.5 SF SF SF SF_ SF SF SF SF SF SF 4 SF _ SF SF SF SF SF SF SF SF 4 5 SF SF SF SF SF SF SF SF 5 ._. SF__ SF SF.. SF SF. SF.;, SF ., .. .__ _ _ 5 5SF SF SF SF SF SF 6, _ <SF SF SF SF - F SF SF, 6.5SF SF SF SF SF 7 SF SF SF SF 7 5 SF SF SF _ SF 8 .SF _ SF SF . _. .__._.. .. __ __..__ __ 8 5 SF SF SF 9 SF SF ___. _,_�... _, __. ._. 9 5 SF SF - 105 SF . . __ 11 SF ._ . 11 5 SF 12 SF Step 4:Select Rail Type: Step 5:Determine the Downforce Point Load,R fibs), 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 abs),is determined by It is the installer's responsibility to verify that the building multiplying the Total Design Load,P(psf) (Step 1)by the Rail structure is strong enough to support the point load Span,L(ft) (Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R abs) =PLB R=Point Load(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 :E:UNI RAC Table 9.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span: You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 10.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table I I.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 11 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force,R(lbs),requirements. Specific 5/6" shaft* gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir,South 0.46 235 enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0.46 235 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 t Thread Southern Pine 0.55 307 depth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table 112A,11.3 2A Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service (4)This table does not include shear capacities. If necessary,contact a local engineer to specifiy lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. Page *Use flat washers with lag screws. 13 m :PUN I RACUnirac 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: t ® 6IIFigure 4.SunFrame components. • . 41, 1 VI i ,` - - 0 ----if''-'.-- e . , , 44 v9 r .aa a `,•t 5 .,'-‘47,,,i-,,,':,,,--.,„1' 4 �a�,,`i�-,,y I -,t—e44----',,`0 0 t., --5:,,zt,, ,„:..,4 ''.....'...ifitli I)/ , t 6 , ,...„, ,,,„ ,,,, ,..,,D rot 2 _ :0 ; , „--_,,-..-,i.-----, , ,.„--4 0 i 6, o PI Figure 5.SunFrame threaded slot rail, cross section,actual size. Page 14 SunFrame Unirac Code-Compliant Installation Manual :E U N I RAC 0 Rail—Supports PV modules.Use one per row of modules m each L-foot or aluminum two-piece standoff,except in plus one.Shipped in 8-or 16-foot lengths.Aluminum lowest row.Aluminum extrusion.Sliders allow easier extrusion,anodized(clear or dark bronze)to match PV alignment of rails and better snugging of PV modules module frame. between rails.Includes 3/8"x 1-1/4" bolt with flange nut for attaching L-foot or standoff shaft,and two 5/16" ®Cap strip—Secures PV modules to rails and neatly frames top of array.Lengths equals rail lengths.Cap strips x 2-1/2"lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.Aluminum extrusion, 12. Two-piece(pictured)—Aluminum extrusion.Includes anodized(clear or dark bronze)to match PV module ®3/8"x 3/4"serrated flange bolt with EPDM washer for frame. attaching L-foot,and two 5/16"x 3-1/2"lag bolts. ®Cap strip screw(1/4-20 x 1,Type F thread cut- Flattop standoff(optional)—Use if L-foot cannot be ting)—Use to secure each cap strip(and PV modules)to secured directly to rafter(with tile or shake roofs,for rail,one per predrilled hole.Use an additional end screw example).Use one per L-foot. wherever a predrilled hole does not fall within 4 inches One-piece—Service Condition 4(very severe)zinc- of the end of any cap strip segment.18-8 stainless steel, plated welded steel.Includes 3/8"x 3/4"bolt with lock clear or black to match cap strip. washer for attaching L-foot. Rail splice—Joins rail sections into single length of rail. Flashings—Use one per standoff.Unirac offers appropri- It can form either a rigid or thermal expansion joint.8 ate flashings for both standoff types. inches long,predrilled.Aluminum extrusion,anodized (clear or dark bronze)to match PV module frame. 0 Self-drilling screw(No.10 x 3/4")—Use 4 per rigid Installer supplied materials: splice or 2 per expansion joint.Stainless steel. Lag screw for L-foot—Attaches L-foot or standoff to 0 End caps—Use one to neatly close each rail end.UV rafter.Determine length and diameter based on pull-out resistant black plastic. values in Table 3(page 13).If lag screw head is exposed to elements,use stainless steel.Under flashings,zinc 0 Truss-head sheet metal screw(No.8 x 5/8")—Use 2 plated hardware is adequate.Note:Lag screws are provided per end cap to secure end cap to rail.18-8 stainless steel; with L-foot adjusting sliders and standoffs. with black zinc chromate coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate 0 L-foot—Use to secure rails either through roofing mate- to your roofing material. rial to rafters,to L-foot adjusting sliders,or to standoffs. Aluminum extrusion,anodized(clear or dark bronze)to Clamps for standing seam metal roof—See"Frequently match PV module frame. Asked Questions..."(p.23). 9. L-foot bolt(3/8"x 3/4")—Use one per L-foot to secure Orail to L-foot.Stainless steel. 10. Flange nut(3/8")—Use one per L-foot bolt.304 stainless steel. 11. L-foot adjusting slider(optional)—Use one beneath I AStainless steel hardware can seize up,a process called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably an anti-seize lubricant,available at auto parts [.. stores, (2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. Page 15 :P U N I RAC Unirac Code-Compliant Installation Manual SunFrame Installing the array: Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. • Footings must be lagged into structural members.Never attach them to the decking alone,which leaves both the ar- Aray and roof susceptible to severe damage. • A thermal break is required every 40 feet of continuously connected rail.See Unirac Splices and Expansion Joints Installation Manual for details. • There is no UGC(Unirac Grounding Clip)available for SunFrame. 4 y 1"'e--Rcl7 Sample Iayout,illustrated in Figure 6 Assumptions:12 modules(60"x 36"),arranged in 4 rows - of 3 modules --- be".W.s+Pass 4 rows will need 5 shared-rails Anry .e•..;�:: L,,,.,,..._ w _...,,,,_,.,,..... _. .�_ ..,...., �--Riad Array width=180"(60"module width x 3 columns) fw:si Na•uSe 3 U:na1h MaCu )'1 Array length=144"(36"module width x 4 rows) • "Z", +3"(11/2"end rail width x 2 rails) µ mmA;, +2'1/4"(3A"between-module rail width- - x 3 rails) =1491/4" h4--?Cil 41,;:y w�cin J te-w) 1.Laying out the installation area: Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. Always install SunFrame rails perpendicular to rafters.(These Others are assembled with pan-head screws.All such features must instructions assume typical rafters that run from the gutter be included in module length. to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during " installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the rails on one side.Using the number of rows and the number of modules per row in your installation,determine the size of your array area following Figure 6. Page 16 SunFrame Unirac Code-Compliant Installation Manual :i U N I RA[ 2.Installing the lowest row of L-feet and rail: ,,, _ `` 7r- In the lowest row,it is not necessary to use L-foot adjust- i �dr`� �, i`6 �; ing sliders,even if you plan to use them in subsequent rows. '1,f .¢'` '` NNssl Install L-feet,in conjunction with proper flashing equipment Vii;' , %%` 4•• and techniques,directly onto low profile roofing material such ;f ,ryi' ..? as asphalt shingles or sheet metal.(For high profile roofs,such ,f ,�,'%� ,rdi' 4. as tile or shake,use optional standoffs with flashing to raise � �, F,�f ,f, ,f1 L-feet.L-feet must be flush with or above the highest point of ,, ,off' �,, f`�4, the roof surface.) V' ° L-feet can be placed with the double-slotted side against 1 %�A fe'r f 4/74".31- ''"‘•- the roof surface(as in Fig.7)or with the single-slotted side �` ��;�` against the roof(which increases air circulation beneath ; 47' modules).Module-to-roof dimensions are listed on page 19 for L feet ,;%� both arrangements. __/ • j ! 1kIf you are usingL f /oot adjusting sliders,you must use Lag t / / / the short side of the the L-foot against the roof in the screw 1x // first row.See Figure 9 below. "; /�. / Always lag into slot If you are using both L-foot adjusting sliders and standoffs, °'� nearest the bend in the L-foot see the upper box on page 18. . . / f 2'/4' Install the first row of L-feet at the lower edge of the instal- / / / lation area(Fig.8).Ensure feet are aligned by using a chalk Lower edge of line.(A SunFrame rail can also be used as a straight edge.) / / /r _installation area Position the L-feet with respect to the lower edge of the roof as Figure 7.Placement of first L-foot row. illustrated in Figures 7 and 8. . Roof peak If the double slotted sides of the L-feet are against the roof,lag through the slot nearest the bend ,"' in the L-foot(Figs. 7 and 8). ' ':;, ;:' .F<`n Cut the rails to your ( ,. ' '�,%- • Utility slot for No. 10screw array width,being sure , e to keep rail slots free of roofing grit otr other ' Utility slot for 1/4 3 I debris.If your instal- hexhead bolt Slot for /a" 1 -;!0> lation requires splices, Figure 8.L-Foot footing bolt -'''.::.‘`, .,,,,'''..:‘'.,iassemble them prior to orientation. ` -"--„z-,,,."� ..: attachingL-feet(see"Footing and splicing require- '- M � :�:�.,. g P g q ments, p.18,and"Material planning for rails and `'': A , i cap strips,"p.20).Slide the 343-inch mounting • ,, 1 ..,; f bolts into the footing slots. If more than one splice ..r ,, is used on a rail,slide L foot bolt(s)into the footing V'"' .' slot(s)of the interior rail segment(s)before splicing. - -'''''' Loosely attach the rails to the L-feet with the 4 , 1 ; r, flange nuts.Ensure that rails are oriented with re- spect to the L-feet as shown in Figure 9.Align the .,�, �, f. ends of the rail to the edge of the installation area. ~ °"" .,,,.,,,,Zr Ensure that the rail is straight and parallel to the " : edge of the roof.Then tighten the lag screws. ="" �' , ,'-r" Roof peak R'', .., ';k, sr' , 'F - Figure 9.L-foot orientation in conjunction with /- L-foot adjusting sliders.The sliders include two l a utility slots to secure module wiring,combiner -'`" - __ °_ ' , boxes,and other system components. Page 17 ;,'•U N I RACUnirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8-inch hex- sliders,although flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no standoffs. With standoffs of equal length,orient L-foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L-feet in the same orientation—either both long side up or both short side up. r-B L-foot qnr kz1 This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate the following requirements: Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all sections must be support- motes superior aesthetics.See"Material planning for rails ed by no less than two L-feet. and cap strips"(p.20). 5. Rail sections longer than half the footing spacing re- The installer is solely responsible for ensuring that the roof and quire no fewer than two L-feet. its structural members can support the array and its live loads. A thermal break is required every 40 feet of continuously con- nected rail.See Unirac Splices and Expansion Joints Installa- tion Manual for details 1. Footing spacing along the rail(A in illustration above) is determined by wind loading(see pp.2-3,especially step 1). Rafters 2. Overhang(B)must be no more than 1/3 the length of the maximum footing spacing(A).For example,if Span (A)is 48 inches,Overhang(B)should not exceed 16 Stringer inches. "- " ^• 1 Rail Modules should always be fully supported by rails.In other words,modules < " F '=; should never overhang rails.This is especially critical when supporting the •' `..q O ntt,k,a, short side of a non-rectangular module.When a rail supports a pair of non- ., _ rectangular modules by themselves(right),it must be supported by at least `x` ;1.1t° two L-feet.The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 0 SunFrame Unirac Code-Compliant Installation Manual IP U N I RAC 3.Laying out and installing the next row of L-feet: ,• - _ __ With L-feet only:Position the second row of L-feet in accor- ' A *' dance with Figure 10°Ensure that you measure between the • /"--., j\ 1, ,/f lower bolt hole centers of each row of L-feet.Install the second ''''< _ Module length+'/" i row of L-feet in the same manner and orientation as the first y'. `��`� ''� , (hole to hole) •, / '- ;` e row,but leave the lag screws a half turn loose.Be aware of the nq .• e ,' set-up time of your sealant;the L-feet will not be fully tight- •''' `` /7`� ``',,,� `"� / ened until Step.4. `•,,,, ; With L-foot adjusting sliders:Use a chalk line to mark the ' -., ~/•• -,..•-•,. j~` .., , �' / ` • / position of the slider center holes of the next row.The illustra- `'-:,y " ,0 '" tion below provides spacing guidelines.The length of the ',- ` ' module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L footseparation.See the note on module length in the pan-head screws in its frame. caption of Figure 3(p.10). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. Roof peak —� A=module length A —Align slider A center hole to chalk line Lowest row of L-feet w —y \Align slider (no footing sliders) I_4______.— A-3 1/4" center hole to chalk line A+3/4,. A+ i3/16" ________________i_____________- A+2 t/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. e.,.- ,-- 4.Installing the second rail: ° ° . With L-feet only(Fig.12):Install and align the second rail a Snug in the same manner and orientation as the first rail°After rail `P' < alignment,tighten the rail mounting bolts. '.• MaclCtie Lay one module in place at one end of the rails,and snug - • w ` „ the upper rail(Fig.12)toward the lower rail,leaving no gap = - < between the ends of the modules and either rail.(If pan-head '" _ '%M • screw heads represent the true end of the modules,be sure ° •' v% v�� ' the screw heads touch the rails on both ends.)Tighten the lag . screw on that end.Slide the module down the rails,snugging " •`„i Lag screw • Lag screvr . - (half tum inose)° the rails and tightening the remaining lag screws as you go. flighty , - n s With L-foot adjusting sliders:Install rails on first and second .° � rows of L-feet.Verify spacing by placing a module onto the -' — -" ," "• rails at several points along the row.Adjust L-foot positions as Figure 12.Position and secure top rail. needed. 5.Installing remaining L-feet and rails: • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow • All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 19 ;:'U i I RA[ Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.18).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through Z. every 8 inches,beginning 4 inches from the ends of All cap strip segments are cut at the midpoint between the rails). prepunched screw holes.For each rail,start with the cap • One screw 4 inches or less from the each end strip segment that crosses the array center line,and position of every rail segment.Wherever there is no over the center line so that the appropriate holes are spaced prepunched hole within 4 inches of an end of a equally on either side. segment,drill a 1/4-inch hole 2 inches from the end Position each cap strip onto its rail and mark its trim point. of the segment and install a cap strip screw.(In Remove and trim before final mounting. most cases,you can avoid this situation with good Preliminary footing and splice positions must be material planning.) checked against structural requirements in"Footing Structural requirements always take precedence,but usually and splicing requirements"(p.18).In this example, good planning can also achieve both material conservation the center of the array is offset 2 inches from the center ilik and superior aesthetics.This example conserves material rafter.This prevents rail splices BD(3rd rail)and CE and achieves two specific aesthetic goals: (4th rail)from falling too close to the center of the spans • Cap strip screws must align across the rails. between footings(Requirement 3,p.18).Because foot- ings are not visible from ground level,there is negligible • End screws must be equidistant from both sides of aesthetic loss. the array. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line\ Trim line(array edge) 1 i Trim line (array edge n---m1 11 11 I) 1 d •i l • • •V 11T • I • • •I I • • • •)i X 96" • • ; • 1st cap strip II II I C 83" E 1 1 j 1 E 122" ; 4th rail 'M I 1 I 1 I i 1 • •W 112" I I X 96" 2nd cap strip I 1 1 I I B 83" I I I i D 122" I 3rd rail ,i I E l ii it 1i 1 III I 1 ii II II a I 1 • • •V 80" - 11 • . • 1 • • @'' �• ; Y 128" • • • 1 • 3rd cap strip • I 1i II _ - :... Il ,.. I_ I A 96" { II�'^ ..__...... 11 C 109'li— ........ ,. ..._ 1 2nd rail F1 *.4 1 I I 11 j I 1 • • a. •,.. •1 1 • 1 Z 128" -k 4th cap strip 11 11I 11 B 109" 1 1 1st rail 7 3 1I 11 IIi II 1 Usable remainder:D,70";E,70";Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual :E:U N I RAC 6.Securing the first module: [ .._ _ -•-- Gather sufficient lengths of cap strip `•-Cap strip screws "- ,, '' r-- __ -,, to cover the length of the first rail.For s __. maximum visual appeal and material \----- �`".„,..-4-,,k conservation see"Material planning for • --- -.,--Permissible overhang: rails and cap strips"(p.20). � ,, ,; - ` l/3 module width Slide the first module into final position '••. � , at one end of the array.Lay the remaining �--- ---- T ';:, � modules in the top row,leaving a gap ti a `" - w about a foot wide between the first and _.%)..„.„..r .5.°••--""+ e.,.. ` "e� . second modules(Fig.13)° '`~1 - „ ..„...”-,,-;:e-,,, ",,, The temporary gap allows the installer to -.--- ---.' .•° is,,,*, place one of his feet between modules.He ___1,-,--"c____(--,,-,...-•,, ,,,,.„,;, ),,k,---- $ .. , can access the section of the cap strip he , .. Nk� , *-' r.---- needs to secure while leaning toward the ,7- ', te"•- '• peak of the roof.For the time being,the �t ',...‹.e.'-'7,.,,,....,„„\---r- _, --- ��, •.-•---c__ last module may overhang the rail by up \:, '-03.';'.k.,,,,,,,,, ,,.,-.5-- Do not install second -` ,1,--- cap strip until lower to one third its width° - _w -rmodules are placed -" - Stepping gap ,r"'" __•.�----' Attach the end of the cap strip with s -: :P U N I RAC Unirac Code-Compliant Installation Manual SunFrame 9.Installing the end caps: ' ,,. Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided(Fig.16). t .4,:` :.,4 4 ''''''' y '' tg‘r / a Figure 16.End cap installation. Table 4:PV module,cap strip,and cap strip screw compatibility To ensure code compliance and a structurally sound array,cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be%-20 Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 C 3/," 1.50-1.57 38-40 D %" 1.77-1.85 45-47 F 1" 1.93-2.01 49-51 E 11/4" Sharp lipped modules — G I" tri; i Sanyo lipped modules *----11-11- H %" Page 22 v SunFrame Unirac Code-Compliant Installation Manual PUN I RAC Frequently asked questions about standoffs and roof variations mechanism that installs faster than any other standing seam How high above the roof is a SunFrame array? attachment on the market today. The answer depends on the orientation of your L-feet and ACECLAMP JR with the 3/8"(10mm)mounting connection the length of your standoffs,if used.See the illustration ap- can be used to secure any SunFrame solution to ACECLAMP propriate to your installation. JR.Rail attachments should be ordered separately. How do I attach SunFrame to a standing-seam metal Lir Module roof? I it thickness varies Unirac is pleased to present ACECLAMP®JR,our latest so- r� "V" —� lution for mounting rails to a standing seam roof.Innovative 21/4"+1/8" and affordable,ACECLAMP JR is designed to provide a su- perior,non-penetrating method for attaching solar modules * I., 7/8-.1/8- to /8"±1/8"to any of the popular seamed metal roofing systems.When compared to other solutions,this innovative two r'.�( $ l 1 Module 1, `= thickness piece design has only one bolt with a"top down"clamping 1 varies Module 21/4"±'/8" ■t.li )'111thickness 7/8"-F 1/8" t varies I f ¢ I.! ii Standoff height .. (3",4",6",or 7 31/8-+ /g" 4 all±1/8") 13/4"`I± /8„ 1 System Level Fire Classification The system fire class rating is only valid when the installation is conducted in accordance with the assembly instructions contained in this manual.Unirac's SunFrame Universal PV Module Mounting system has been classified to the system level fire portion of UL1703. It has achieved Class A system level performance for steep sloped roofs when used m conjunction with type 1,type 2 and type 3 module constructions. Class A system level fire performance is inherent in the SunFrame design,and no additional mitigation measures are required. The fire classification rating is valid only on roof pitches greater than 2:12(slopes>_2 inches per foot,or 9.5 degrees). There is no required minimum or maximum height limitation above the roof deck to maintain the Class A fire rating for SunFrame. Module Type System level Fire Rating Mitigation Type 1 Class A None Required Type 2 Class A None Required Type 3 Class A None Required Page 23 v IP U N I RAC Unirac Code-Compliant Installation Manual SunFrame Warranty Information See http://www.umrac.com for current warranty documents and information. M. levard NE ■:. U N I RAC 1411Broadway NM Bo 7102-1545 Pd$e Albuquerque 8 102-1 45 USA 24