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Home My WebLink About40021-Z o�OsuGFOLicCdG Town of Southold 2/22/2016 .1 y tg P.O.Box 1179 53095 Main Rd \ 0, Southold,New York 11971 Ns CERTIFICATE OF OCCUPANCY No: 38109 Date: 2/22/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2870 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 128.-6-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/11/2015 pursuant to which Building Permit No. 40021 dated 8/18/2015 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 Gatehouse Susan Revc Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40021 10-09-2015 PLUMBERS CERTIFICATION DATED Authorized Signature • TOWN OF SOUTHOLD ,,;;sofoc,r; *. BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE SOUTHOLD, NY =44 pl P. 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#: 40021 Date: 8/18/2015 Permission is hereby granted to: Gatehouse Susan Revc Trt 3 Red Orange Rd Middletown, CT 06457 To: Install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 2870 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-6-11 Pursuant to application dated 8/11/2015 and approved by the Building Inspector. To expire on 2/16/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 ', Buildi •:sector 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. ?8-7 1 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 2870 Great Peconic Bay Blvd Southold House No. Street Hamlet • Owner or Owners of Property: Bob Gatehouse • Suffolk County Tax Map No 1000,Section 128 Block 6 Lot 6 I Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: . Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ 50.00 liflicant Signature Town Hall Annex �� ® l® : Telephone(631)765-1802 54375 Main Road i * * Z Fax(631)765-9502 P.O.Box 1179 : Gm 4 Southold,NY 11971-0959 Q 0roger.richert(a�town.southold.ny.us � �COUNTI1°8 ---•., ,, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gatehouse Address: 2870 Great Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Building Permit#: 40021 Section: 128 Block: 6 Lot 11 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 NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4.578 Watt Roof Mounted Photovoltaic System to Include, 14- Sun Power SPR-E20-327 Panels, 1-SMA-SB 5000 TL Inverter Notes: Inspector Signature: _Sy. Date: October 9, 2015 Electrical 81 Compliance Form.xls �o�pF SOi- . ,,,,,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '] ELECTRICAL (FINAL) REMARKS: DATE / /'//cINSPECTOR � �- - Pacifico Engineering PC T, ` _ Engineering Consulting 700 Lakeland Ave, Suite 2B4.7p'r _, ,y Ph: 631-988-0000 Bohemia, NY 11716p. ' P Fax: 631-382-8236 www. acificoen ineerin com - �= ---- solar acificoen ineerin com P 9 9 @� 9 9: December 15, 2015 1 1 1 Ldp Li,J FEB 1 9 2016 I r Town of Southold � Building Department I Ii ,1 54375 Route 25, P.O. Box 1179 i' ,''I Southold, NY 11971 Subject: Solar Energy Installation for Bob Gatehouse Section: 128 2870 Great Peconic Bay Boulevard Block: 6 Laurel, NY 11948 Lot: 11 I have reviewed the solar energy system installation at the subject address on December 15, 2015. 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 0 NEW i J�ri� w �O O66182 �� R- A% 4le n- ngineer N i:.._8 .- -14744306 • FIELD IItSPC3N REPORT DATE i ECOMMENTS b • FOUNDOION(1ST) ..-'.-, .- • .. .... . .. .. . 4 • CA FOt3NDA.TION(2ND) r4 1 • • - 7 . . ,- ' . 9-.Do . •® , • ROUGH FRAMING& .. ' • H PLUMBING . . . • , • • • • CT • y INSULATION PER N.Y. STATE ENERGY CODE - . . . . • , 1 . . . . • . . ,. .......................... ,.. , . .. ._... .. 1.r:tall ,.41/4....... .. . . , ,.... .. ., ..... , . • ' FINAL • • . , . r .. . r .•. , • .L r - V .'-�T ,:.. ''' n u i i . u.�ip i-�C r i i -....-.-. ...Pr.-"""�=--'Y' •_+��-rte' 0 pJQeAh!I 6 C, . 1 C. ' �� g `s , , • 3 2 . r .. !.c, P. - A / ' rl' . . c„.. 1 ib . . .• • C • • y • l \ tj 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 � �a�c � 1 � Survey . SoutholdTown.NorthFork.net PERMIT NO. LON? ) i Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined _,_,20 1 5 - Storm-Water Assessment Form C Contact: Approved ,20 is Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A,Southampton,NY 11968 nn tt Phone: 631-771-5152 Expiration oZ 1,4 ,20 17 __ --I __. ,: , ,,, �- , ;,'�_ I� Build ng In ctor c\u,,ir------- ,\''',1., n 1 1 2015 APPLICATION FOR BUILDING PERMIT L_ UG • Date May 21 ,2015 - „`hr DV I- -1,;1,(J!- - INSTRUCTIONS ., 1 l,� tit ;''rt'i, ___-.-a-- app kation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 \_ sets of plans,accurate plot plan to scale.Fee according to schedule. . b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Contractor Name of owner of premises Bob Gatehouse (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer • (Na and title of corporate o icer) Builders License No. 40227-H Plumbers License No. N/A Electricians License No. 43858-ME Other Trade's License No. 'N/A 1. Location of land on which proposed work will be done: 2870 Great Peconic Bay Blvd Southold House Number Street Hamlet County Tax Map No. 1000 Section 1.28 Block 6 Lot 11 Subdivision O:Fil'dda1VI1 \N"o•:AT ti Lot zoo vic.iv 3o t,; :[. ,naiclu�i vsittZi :ln1Mac,rti0.oi4 ttjtItof:t Peilua ni i'.:,‘Ibicsun 611..! `•OIS:t-uqx::6awi,;:;ailla':t0$ 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 WorkRoof mounted solar electric system (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 1' S 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear n� aDepth ' 10.Date of Purchase tOl� ICR R q Name of Former Owner fl GC �:i 3.-,�,� 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO v 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 2870 Great Peconic Bay Blvd 14.Names of Owner of premises Bob Gatehouse Address Laurel, NY 11948 Phone No. 860-685-0746 Name of Architect Address Phone No Name of Contractor GreenLogic LLC Address 425 County Road 39A Phone No. 631-771-5152 Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Ni NO ' *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES ,/ NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical dataon survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO A// * 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. Sw r to before me t s day of 20 6 6 �C� Notary Public Si of Applicant TAMARA I. ROMERO Notary Public,State of New Too No.01R06217368 Qualified in Suffolk County Commission Expires 2/08/2018 Scott A. Russell A,,,4 69 k "`_ STORMWA\'7[']E]E SUPERVISOR 2 MANAGEMENT EMlEN T SOUTHOLD TOWN HALL-P.O.Box 1179 n X/ 53095 Main Road-SOUTHOLD,NEW YORK 11971 ,.' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) Vit...-- -_-__ "_ __ � 1( DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: € (CHECK ALL THAT APPLY) i Yes No I ®0 A. Clearing, grubbing, grading or stripping of land which affects more 11 than 5,000 square feet of ground surface. I ®0 B. Excavation or filling involving more than 200 cubic yards of material li within any parcel or any contiguous area. I' 013 C. Site preparation on slopes which exceed 10 feet vertical rise to I 100 feet of horizontal distance. j I ®0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 1 i{ ®0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. OD 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 i II 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 Cheek List Form to the Building Department wit)your Building Permit Application. APPLICANT (Property Owner,Design Professional Agent,Contraclot,Other?E S'C'T•M• ': 1000 Date: District NAME: GreenLoa(�ic LLC (Nesim Albukrek) ' 128 6 11 /Sh I3f>tis, Section Block Lot __- �� u , € x -_ - .'T . FOR BUILDING DEPARTMENT USE ONLY*** Contact Information: 631-771-5152 ; i IIektbme Nwebtli Reviewed By: 4-17/7111,,,o Date:Attitk � 1I 1 i Property Address/Location of construction Work: i j 2870 Great Peconic Bay Blvd, Laurel, NY 11948 • i ± ,. Approved for processing Building Permit. I Stormwater Management Control Plan Not Required. I — • 1 1 E i I D Stormwater Management Control Plan is Required. 1 I7; i (Forward to Engineering Department for Revietit.l 1 LE , I FORM * SMCP-TOS MAY 2014 I°'1 �4 Town Hall Annex * * Telephone(681)765-1802 • 54375 Main Road {631?76 5 • P.O.Box 1176 @ ,� roger.richertCc own.soutf9io4 .nv.us Southold,NY 11971-0959 `ss. Q Y�'I tOINTOCve'fig BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: Tamara Romero Date: 0 7 j 15 Company Name: GreenLogic LLC Name: Robert Skypala License No.: 43858-ME Address: 425 County Road 39A, Southampton, NY 11968 Phone No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: Bob Gatehouse - *Address: 2870 Great Peconic Bay Blvd, Laurel, NY 11948 *Cross Street: Wendy Drive j *Phone No.: 860-685-0746 Permit No.: L-1- off. Tax•Map District: 1000 Section: 128 Block: 6 Lot: 11 ; *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 9 Mai �c 1 ;c - 11,51 UbCtii3 6PR-EnO-3D-7 H f 1e i iL;Ul 9& ;r (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In 411) *Do you need a Temp Certificate: 410) NO Temp Information(If-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION S O 82-Request for Inspection Form e t i Cil .r`''te {C G ' - ." 1 ��' Qf �,a,b o 2 Q� G -i� TOWN OF SOUTHOLD' PROPERTY RECORD CARD OWNER STREET Gr70 VILLAGE ` DIST. SUB. LOT 1 rt t SGVYI i6 • "�7et+c-1(p 5� � , , ,� v;acra io I ,%Tru , ( `1( e n s r, Ahad" . / /7 s e FORMER OWNER n ,I}� N E , ACR.F IJV ::). '''' i l`. ''�� -f ��LLr�l� �thiced-iii 3 ' W ` TYPE OF BUILDING _ ' � i Je=t--r (A.>� 02-1 1g4(...e7 X u/ , 134-4 -��` f.:\R [;''.'/I'o't�'%5,14/04/4 - /,...27-1 2-ct,,.,<._ • • hilt RES. 2,,,/' d V SEAS. VL. FARM if COMM. CB. MISC. 4vlkt. Value 7 1 ,, . . LAND IMP. TOTAL DATE REMARKS ,' ._,._. - dc-- -5-- 6 6 (5 0 6 (4 SS G d / u/iiii ,. ffi7- 4�eAou�s� i , -ID46O ,s..,,sa a / P ,/a U //v7f . ea // 5 8P%/Q, sn4 -w-aoos (.,) ',10J A L tr<i-P, nceN\ , . 1LO'OtoI'M IliVN4 4-000 A n��c1 -7 , 00 / I J 1t 6 a109' "x,.11 el L 7 oD8'°7"' 11i �1d.o. . ID �a'0 Ctu' N;0, - A//(_' ', 54 a o n (4 S 0 0 ea'` �,S0 0✓ 3 �'/ 4 -i qui-L ci I- 6n C�601Mo rise,4. a u +Dr-2)/1;41112o....: *).- o 0 /2500 , /6500 , i//i/l Jf/IG/gq-LIIq(l,o •130-&i. h,),, o £, ;oec_ 4u Jxf1C AGE- BUILDING CONDITION' ` 3�(�l�D-�- L I�31� ��?�� P��4c� � �-,��a��-� �r�a i��s�- n k__ -' NEW NORMAL BELOW ABOVE . q 127)11) SP-0 .- 5911 dery,b -t- ntI,u r)we 1),(no 6(_,15 'Sop, bDD FARM Acre Value Per Value o, 2 `a Acre 2 (112.0l"- � \tA.c. \W\V�G.0 eee ecie �iv't `v+'v" �� CA%� P'�A t Tillable 1 Tillable 2 Tillable 3 _-_ '` Woodland _. Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD /f4 Ft House Plot DEPTH .. 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F_, : • - -Fes`r-.-- ,_ I. `' I. 11 ' \ ■■■�■� - - �'%f �'r...:::41$,_, .:...-4!/ ,+� 1``�' .'�'1,:ta! *1]f.i_ --,-,:,--__.-:-..:7. 7-_ ., ,, , ,� e}r /! ,FS.,pp r t^_`y`D " 11,P"..''' P tt 40,'1. i \ \ ✓.:� �Pi .. '.r 4,- '7t-\i ,`•ti• i ;C ,•Y,'` `/ - Sir 7 =' . -‘'/: ,1 i-- t , SCTM # 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD .,:,.� �R ,, G _ �'g $.Ij i _ I COLO — /, ,, _ — N'...:4. 0 .il ... �, _. .. . _ „,, . 1 ' r., ,, , 36 IIIII •arem......moramema i/ I 2.1e ' -,.may [�. t�J f� �' � I u7 / TRIM H,•l 1\ I 6 ZY 8 • I I wtt t '�"�r`�`gi\x r a a +,:`''�rk�.�t�si��J'�';�d"'a `'��` }1- ar,{r' � � ' r,,1y';7e�".};. 4'Sx ,}. �� ° "ji`z-,Pii• ,�rii.'yt i'-.1 S+.r41. ,1 v+L:., *s.,gC __' t' z,g•— ^st, .. g•scv�"s> ry:F• r g..v.a� S p _ '"" �Gl1MI-r Y t �g ,r 36 f,"k. Otter 26 4•w G^ "t, . ^+ t t 1x' `yam, ~"-�1 s--.4,,,11,r,›. 4 yr�'_,amu( �`[%� F ♦ T" t{� C.Yg '+ �1;7''CC ! S . z.!..wxt7 {.riR14�Jt "11',?-4....-9..et,DtL2 r r. `o "?'.1.,. �L'iy''"t..'r ? _r rei,:`�.... -I 128.-6-11 11/11 • , 1st 2n 1 15t r or Per ac�14., Cpo� CB M. l�g. I Foundation OTHER Bath P`� Dinette '�.`"r� Extension c7 K S7- Z 9 3g• • Basement CRAWL PARTIAL Floors ,�1 •'.� 1 ( SLAB UV+ I e Kit. / P - Extension Finished B. Interior Finish 5l/? L.R. !/ Extension .7x1 S _ / 12-- _ / 1 I Z Fire Place / Heat D.R.G,.42,„ t', / li Garage 2-6>e50 = 7 g0 3.7; - z.125- Ext. Walls L`Q,6kQeI'° BgAkaA 62-ty BR. / 31 2�w.Aco Gets li Porch `tx? z 3 a /./7Z-/ 2 5 j Dormer 6,1,5,.RR:4-,Q Baths / �� 1 5x 17 =�'S} I• / I�-}-x 2,-�. 3 0 8 Z�s 770Fam. Am. , Pool Foyer A.C. Yes _5P QT OO Laundry / Library/ I 1041- 0_ 2__Ox2-1 =4z 0 125 /05" . study / A, /0.,x20 2 c'O ,25 SO 3 lo ( 12_53 7i , 10 Town Hall Annex 1 <4 Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 ; G• Q 1 Z Southold,NY 11971-0959 - g 4?COu rr(,* 'I October 16, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD GreenLogic 425 County Road 39A Southampton NY 11968 Re: Gatehouse, 2870 Peconic Bay Blvd,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Need certification from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —40021 — Solar Panels a:'.. :., " EEN LOGIC® ENERGY il tr rl�}t �� February 16, 2016 e-,-,,/7,_ , ______,. ''I ((�/ L 9 MI6 I/„/L ,,, e, �I --ill/ Town of Southold r Building Department 54375 Route 25 `�~�— P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 40021 Bob Gatehouse 2870 Great Peconic Bay Blvd, Laurel To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Electrical Compliance for the above referenced solar electric system. Please close the building permit and send the Certificate of Occupancy to the homeowner. Please let me know if you have any questions about the installation. Sincerely, (2l..",-- f?.C.A- -\./ Tamara Romero Account Manager Tamara@Greenlogic.com 631-771-5152 Ext. 110 GREENLOGIC LLC a wwwGreenLogic.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 `,','744:',:W;>:....-'-': 3, .,,",.?ET.-,....:4',,,,,,,:?.w"r,1,:z�. i" ,, ' *' ; 1.. x : .� .,.,"-, :,. Y, 34r:;v''F `;sa`e + .s�. rr•3 �. �1 ; r,\ , 8-�,`x. -:t ♦ {lJ ` i -. .� N h,:"r"`., ti�rr � �� { f?i r '� { f �. � �:. tr 'Kt�.+�. r -v;,.+u . f ;��,,.'. ,i ' ifif •'S, t"ty�- "`, f. .'�..:i ,; .rtk + .?�. ,',. Y ur �i : .� �„7 _t, :.v' v.}. s y-. !S �,,- ,,FC ':'+,C.:. / f��t`eh'' t -'A�'4. •.T e ..:, /r"/ !G+ v r`., �' ,G .. -t. ,� ti. } ){ tiA.".. ' } -1'', , __ z�F7 tl: Y W,• • �'!! �1 �t -- ''.�v .+.'.;l��'.'.1.5 9� f ,3�y� '.'t- i• t �y �y C. � � i �y�� . � j� / ,.•-' ! u ,rC n +S v' ( � / a, �� ' { ,:-A''':FY s,� 2'^ � ..4.416•%„'i f� � � it,,14' ) .. _ -: ,' 1 .if,,, r_ �..,sir: Assezt: —,,/. — -•'.-- --.- — ��,..,_ ,,,,, ,...,„ .., , ,v,,, ,,r. .,,,K \\ / e : ,. \ '� .� ,c- . 'iL ,/ __,.. ____ . -_ ... _ ( � I ‘.` (-7:', —— - - -- ------ - -- ----- —---------- ---- —- ._____ ,--7,- 1 - / ��` Suffolk County Executives Office of Consumer Affairs -h \ �'\ (.7.. 1' VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 �`''\ 1 DATE ISSUED: 12/10/2007 No. 43858-ME =, 't (, .„(_ .e,';'.i1', A:;4N, SUFFOLK COUNTY IL ` ` ' Master Electrician License 1'% �, This is to certify that ROBERT J SKYPALA , �/ Y doing business as GREENLOGIC LLC =' \� :, having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance `�%,, I i with and subject to the provisions of applicable laws,rules and regulations of ,_.-1 �y + the County of Suffolk, State of New York. . 1 /' `..:. Additional Businesses �l E ,. .L\._7,, 'fry s' \ j • NOT VALID WITHOUT c\., /'.! DEPARTMENTAL SEAL AND A CURRENT ,, - CONSUMER AFFAIRS '//V '' ISD CARD ,. �, Director • St .- a•T '�_< .I-/°\\• . iia•/ "f./ \ 4s` ,�? //\\_ -\�.: r•=. l;,�\` ��.L,..,.,�` ;f/,.\ A.- , �, . /, \ ` .1� .- %r \1..,-2_,1„--,-,,,,e::,,,,_ •11..�\ . �t ,'J ii-w `tea �' - - -. -- ---‘44911gr--- If J ELECTRICAL REQUIRED INSPECTION APPRO . ED AS NOTED DATE:. O =.P.# 111, FEE: ... _, _ BY: .. - 1 NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: RETAIN STORM WATER RUNOFF 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PURSUANT TO CHAPTER 236 2. ROUGH - FRAMING & PLUMBING OF THE TOWN CODE.: 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DS—Pi‘C-C— Pacifico Engineering PC ?_ . Engineering Consulting lall 700 Lakeland Ave, Suite 2B i- ,9 _ Ph: 631-988-0000 Bohemia, NY 11716 ' IlitS - Fax: 631-382-8236 www.pacificoengineering.com i i=` C'=F solar@pacificoengineering.com August 3, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Bob Gatehouse Section: 128 2870 Great Peconic Bay Boulevard Block: 6 Laurel, NY 11948 Lot: 11 I have reviewed the roofing structure at the subject address.The structure can support the additional weight of the roof mounted system.The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A Mean roof height 19 ft Pitch 5 in/12 Roof rafter 2x10 Douglas fir#2 Rafter spacing 16 inch on center Reflected roof rafter span 14.7 ft WFCM Table 3.26A max allowable 19.5 ft The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, GEOGRAPHIC DESIGN Category Snow Load, Speed,3 pnet30 per point g ry type sec gust, ASCE 7, pullout Fastener CRITERIA Pg mph psf load,lb Roof Section A C 20 120 61 1249 (2)#14-13 x4.5"DP1 concealer screws(3.5"min embedment) Weight Distribution O� t.EL' y • O array dead load 3.5 psf 7,:;.f....:<%,,t,), PAC/,ckC ,94. load per attachment 214.9 lb , �' �., O * ,` Subject roof has one layer of shingles II( ` ,- ,;% 1 Panels mounted flush to roof no higher than 6 inches above surface. 1,r- / #,i �* ,r,1z _. Ralph Pacifico, PE ,L., 2 �• Professional Engineer ,;,,<N,0o661a Ps' R:'' 40 t ' 0474Engineer NY 0 .,_....r `N\ GRE7NLOGiCe ENERGY GreenLogic,LLC Approved Bob Gatehouse 2870 Peconic Bay Blvd. Laurel,NY 11948 860-685-0746 Surface#A: Total System Size:4.578kW Array Size:4 578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth 140° Pitch:23° Monitoring System: r J SunPower Panel/Array Specifications: Panel SPR-E20-327 Racking:UniRac SunFrame Panel'41.18"X 61.39" Array:24'2.02"X 10'6.542" O 4•##••••••* Surface:29' 10"X 17'11" ••••*• Magic#:62.14" Legend: rill 14 SunPower 327W Panel UniRac SunFrame Rail • 21 Eco-Fasten Qwckfoot 2x10"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface 4" Materials Used:UniRac,Eco-Fasten, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: `.tF1,+1 fc�. /0 _ PAC /A. �'- /• � .e 0 C3 .� W irVISV AF 'r mss. `Fv 0661/1.1P�_ r?Q^E>ci\°' Drawn By:ADL Drawing#1 of 5 Date 7/22/2015 REV:A Drawing Scale 3/16"=1.0' LOC® GG ENERGY GreenLogic,LLC Approved Bob Gatehouse 2870 Peconic Bay Blvd. Laurel, NY 11948 860-685-0746 Surface#A: Total System Size:4.578kW Array Size:4.578kW 1 string of 7 and 1 string of 7 on SB- 5000TL F I i I i Azimuth: 140° I I Pitch.23° �� I I Monitoring System: ,4, ''II SunPower ' Panel/Array Specifications: ' I Ii � Panel:SPR-E20-327 ,O , 1114 � I •i'ij Ik,� ,.I1 I � I, Racking: ira`a1'iiPiI1'i . 1 ,, , �' Pl°4 jI � ' ' UniRac SunFrame Rail I I • 21 Eco-Fasten Quickfoot I - 1 2x10"Douglas Fir Rafter 16" I O.C. 1I Notes: • Number of Roof Layers: 1 • i I Height above Roof Surface:4" iMaterials Used:UniRac,Eco Fasten, - I I I I I SunPower,SMA Added Roof load of PV System 3.5psf Engineer/Architect Seal: �, oNE.:VJ Y K""QN PAC (7).c� w k F 9. 1.. 1 I i 1, • \f„ 0 ti 190%ESS%— Drawn By:ADL Drawing#2 of 5 Date 7/22/2015 REV A Drawing Scale:3/16"=1.0' ENERGY GreenLogic,LLC Approved Bob Gatehouse 2870 Peconic Bay Blvd. Laurel,NY 11948 860-685-0746 Surface#A: Total System Size:4 578kW Array Size•4.578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth: 140° Pitch 23° A A /\ /\ Monitoring System. r 0SOI SunPower 2 Panel/Array Specifications: • Panel:SPR-E20-327 0 X X X X Racking'UniRac SunFrame Panel:41.18"X 61.39" Array:24'2.02"X 10'6.542" Surface:29' 10"X 17' 11" Magic#:62.14" 1 Legend: 14 V V V V SunPowerrn 327W Panel UnRac SunFrame Rail • 21 Eco-Fasten Quickfoot B[I 2x10"Douglas Fir Rafter 16" O C. Notes: Number of Roof Layers. 1 Height above Roof Surface 4" Materials Used:UniRac,Eco-Fasten, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: ©r NEWy ff <",QN PAc/F,��'�r It140, .w '�<\ 0661S aP� Drawn By ADL Drawing#3 of 5 Date.7/22/2015 REV:A Drawing Scale:3/16"=1 0' Meter (_,,,,, IC® ENERGY r NZ GreenLogic,LLC Approved Bob Gatehouse 2870 Peconic Bay Blvd. Laurel,NY 11948 806-685-0746 Total System Size:4.578kW 1 string of 7 and 1 string of 7 on SB- 5000TL Azimuth:140° Pitch:23° 18" Service Monitoring System: r 61 Walkway SunPower Panel/Array Specifications: Panel:SPR-E20-327 Racking:UniRac SunFrame Panel:41.18"X 61.39" Array:24'2.02"X 10'6.542" 1 SMA Surface:29'10"X 17'11" Inverter Magic#:62 14" Legend: located on 14 SunPower 327W Panel west wall of ® UniRac SunFrame Rail basement B• u2x1021Eco"DouglasFasten FirQRafterickfoot 16" o.c Notes: Number of Roof Layers: 1 Height above Roof Surface-4" o Materials Used UniRac,Eco-Fasten, .... SunPower,SMA .. Added Roof load of PV System:3.5psf Engineer/Architect Seal: HE A' 0. PAC F y0, j 4, A t �� ' r =C7' 14 SunPower 327W ' b 0661$ CPN Panels �°-..�%i1;-E SSN°‘ Drawn By ADL Drawing#4 of 5 Date:7/22/2015 REV A Drawing Scale:3/16"=1.0' L®G IC® ENERGY GreenLogic,LLC Approved Bob Gatehouse 2870 Peconic Bay Blvd. Laurel,NY 11948 806-685-0746 Total System Size:4.578kW 1 string of 7 and 1 string of 7 on SB- 5000TL 1 iJhN iPLl1ST T i 0 ..— - - r _� Azimuth. 14 ° I Pitch:23° 1 - - - -- -1 1 1 — Monitoring System. r* ----• }- ! I SunPower -- _ _ __-- - -----------_---_._�___-4-___. _i- ___ ._ -__-- _______-,-.j•------__ ._--._-!--_ ---f.---- i--__-r------ _------_ Panel/Array Specifications: tI —_-__j.__-- _i_--- It__---_ - ____ Panel:SPR-E20-327 I j R 1 i Racking:UniRac SunFrame i -i I- Panel:41.18"X 61.39" wed lid 1 c L 1 Rii Wald list (Iv 1 I 1 I` i Array:24'2.02"X 10'6 542" 1 l I i f Surface:29' 10"X 17' 11" f I - - - ' - . I -1- i ; - Magic#:62.14„ I i Legend: I i 1171- r 14 SunPower 327W Panel - ! - - - -- - -- - �" -i- -i-_ ; UniRac SunFrame Rad -i- - 1 I - • 21 Eco Fasten Qwckfoot RaFa Ctiddact�FlAe 21 ! _ I _._ _I _. 2x10"Douglas Fir Rafter 16" - _ - 1 1 EmFa�Qid&EtFlu*uT ads j 21 f I -- 1 O C l I _._ ._ Notes: aDFa�Qid&EtAalirg 1 21 I C i _. __ ._f . _ _ ___. ___ .__. _ _ r______ _.___ __ ;__ _ ,;.__ __ Number of Roof Layers: 1 ##1413445tHCorl�e-Sieve 1 z2 ; j i i i Height above Roof Surface:4" .l._ _ .1-.. ___ _ 2_ __ _ _._____-__ _._ _i.- __ _I __ ._ __ _ _. q_ _ - y_.. _i__ _ I_ I I 1 t Materials Used.UniRac,Eco-Fasten, - - It I 1 i j._ 1.. -_ SunPower,SMA i I i ; Added Roof load of PV System:3.5psf _ ._ _-..._____ _--- ----•----__- _ _._ ; _ I I I , i - - I- " -- En ineer/Architect Seal: f:�,�'@N PACIP/0 7� ..... w ;�Y:. , .. iw 2 �'�� 066 $ NA,? �0�0pEs J,GP - Drawn By:ADL Drawing#5 of 5 - Date:7/22/2015 REV:A Drawing Scale:3/16"=1.0' - - - NEW EQUIPMENT - - _ _ _ _ __ EXISTING SERVICE 120/240, 1PH, 3W I I PV—SA-1 A 200A KWH ► 0 - INV-1 , i AC DISCONNECT E <e,° '. ! ,�, `. I '1 L. AC—DSC-1 /1 L __ -t I-sal ris --- I i 1 —Er— B • B j 1 \� 0 -.- N - ,• • • 2 --«- 1 -- v INTEGRAL DC/AC • A , , DISCONNECT SWITCH ) , PV—SA- 1 B ®o i o � ° d0A � MAIN /=� 1 :J J 2— I . i i A B --N- = = i FUSED " El iI N 0 0 0 0 EGC I L_ L LGEC I EXISTING #6 CU �L GEC -- -- -- -- PROPOSED 3-LINE ELECTRICAL DIAGRAM EXISTING AC PANEL REVISIONS Bob Gatehouse I r 2 E si LOGIC' 2870 Peconic BayBlvd. `:'� ENERGY Laurel, NY 11948 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: GATEHSE-3LD1 Revision: 1 Revised: 5/05/2015 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION TAG TYPE/CONDUIT AWG./EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 7-MODULES A USE-2, PV-WIRE/PVC-40 10/6 PV-SA-1B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327, 1-STRING OF 7-MODULES B THWN-2/PVC-40 8/6 INV-1 INVERTER, DC/AC SMA INVERTER, MODEL SB5000TL-US-22,240V C THWN-2/PVC_40 ___ -_6_/6 _ __ NOTES: AC-DSC-1 AC DISCONNECT, FUSED 250V,60A,NEMA-1, FUSED; FUSE RATING:40A 1.)CONDUCTOR TYPES AND SIZES TO BE AD- JUSTED FOR TEMPERATURE, DISTANCE,AND BUN- DLING. 2.)CONDUIT TO BE MINIMUM PVC SCHEDULE 40, OR ALTERNATE PER SITE CONDITIONS. 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- TION METHODS TO COMPLY WITH NEC AND LOCAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY OP. CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. AC CIRCUITS TAG @STC @STC @ T-MIN @STC VOLTAGE MAX.AC MAX. DC TAG POWER RANGE CURRENT CURRENT PV-SA-1A 5.98 A DC 315 V DC 510 V DC 6.46 A DC PV-SA-1B 11.96 A DC 315 V DC 510 V DC 12.92 A DC INV-1 5000 WATTS 211-284 VAC 22 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Bob Gatehouse LOGIC'GREEN 2870 Peconic Bay Blvd. LENERGY Laurel, NY 11948 ELIMINATING THE,COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: GATEHSE-3LD1 Revision: 1 Revised: 5/05/2015 . S U N PW r_. R< E20/327 SOLAR PA\.EL 20% EFFICIENCY . OE 24) SunPower E20 panels are the highest t j ��0 efficiencypanels on the market today, . SERIES k T providing more power in the same amount of space • -i -*--- t- • t MAXIMUM SYSTEM OUTPUT � _1....,! +._ .. Comprehensive inverter compatibility _t t ensures that customers can pair the highest- I I I ' .+. . _ul_ , -:-- +-- -+----- efficiency panels with the highest-efficiency _ I t ? H_ inverters, maximizing system output - -+. . + + + + • REDUCED INSTALLATION COST - -h • • More power per panel means fewer panels ` per install This saves both time and money ' ll RELIABLE AND ROBUST DESIGN SunPower's unique MaxeonTMcell THE WORLD'S STANDARD FOR SOLAR' technology and advanced module SunPowerTM E20 Solar Panels provide today's highest efficiency and design ensure industry-leading reliability performance Powered by SunPower MaxeonTM cell technology, the E20 series provides panel conversion efficiencies of up to 20 1%. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt SUNPOWER'S HIGH EFFICIENCY ADVANTAGE r,,; 20/ --:j9%! 20% Z;.r, 4' t il�9g9� A .'o .w 0%. �IJJ"7k}1 -tri= vsa g..q _ $ftr -- Ela ; E19 EV— THIN A A� FILM CONVENTIONAL Iv%AXEOIVTM CELL SERIES SERIES SERIES TECHNOLOGY skonp.L•werc®lrpoc••Bin Patented all-back-contact solar cell, providing the industry's highest efficiency and reliability C L US 4 SS SUNPOWER E20/327 SOLAR PA\EL MODEL: SPR-327NE-WHT-D ' ---- ------------ — - ------- -------- ELECTRICAL DATA I-V CURVE Measured at Standard Test Conditions)STC)Irradiance of 1000W/m°,AM 1 5,and cell temperature 25°C t-- - 1000 W/m2 of 50°C Peak Power(+5/-3%) Pmax 327 W -- - 6 10oo W/m2 Cell Efficiency n 22 5% 5 - - Panel Efficiency n 20 1 % Q 4 80.0W/m2 _ Rated Voltage V,pp547V _ _ - - - - - 3 Rated Current ImPp 5 98 A v 2 500 W/m2 Open Circuit Voltage Voc 64 9 V 1 — — — 200 W/m2 Short Circuit Current Isc 6 46 A 0 0 10 20 30 40 50 60 70 Maximum System Voltage UL 600 V p - - ---0 3 -1 Voltage(V) Temperature Coefficients Power(P) 0 38%/K Current/voltage characteristics with dependence on irradiance and module temperature Voltage(Voc) —176 6mV/K Current(Isc) 3 5mA/K 1 — — — r TESTED OPERATING CONDITIONS NOCT 45°C+/—2°C — - -- -- --- Temperature -40°F to+185°F(-40°C to+85°C) Series Fuse Rating 20 A Grounding _ Positive groundingnot required Max load 1 13 psf 550 kg/m2(5400 Pa),front(e g snow) 9 w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)front and back -- -___-! (e g wind) Solar Cells 96 SunPower MaxeonTM cells 1 - --- -------------------------- Front Glass High-transmission tempered glass with Impact Resistance Hail. (25 mm)at 51 mph(23 m/s) anti-reflective(AR)coating Junction Box IP-65 rated with 3 bypass diodes - -- - -I Dimensions:32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi-Contact(MC4)connectors - Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) i - 10-year limited product warranty -' Weight 41 0 lbs(18.6 kg) —_ l Certifications Tested to UL 1703 Class C Fire Rating DIMENSIONS 2X07 7] - MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES 30[118] 2x577[2270] 180[707] (IN) 12X066[26] 10X042[17] 322[1269] - 4X2308[909] —.I O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 o vWI (B) O 0 0 0 0 0 <> 0 0 0 0 � 0 0 0 O O O 0 0 O 0 0 M f1 0 O 0 0 0 0 0 0 0 0 0 0 BMH o .1[•1110 • 0 0 0 • 0 0 0 0 0 0 — ENDS w — N O o 0 0 <> 0 0 0 <> 0 0 I O 0 0 0 0 0 0 0 0 0 0 1559[61 39] 46[1 81] — --- /I, • f - (A) - 915[36 02] - 1200[47 24) 12[47] - - 1535[60 45] Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ©2011 SunPower Corporation SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks sunpowercorp.com of SunPower Corporation in the US and other countries as well All Rights Reserved Specifications included in this datasheet are subject to change without notice Document#001-65484 RevB/LTR EN CS 11316 V. SU XNY BOY 3000TL-US / 380011-US /400011-US / SMA 50007L-US / 600071-US / 7 0 00-L-U S / 770071-U • i --;,,-.,4,1 i + i (c , j %4 c ';-,v,-,,,er 4 1 - I._ I rtr L i. ,r �1 tx ^l I a):r, leo ts't.41 $r t'', .p"'' i a t!4,, i ,w kJ.-• • I t I }1,1 tet" r 1 ; It I , - -- _ , 111I , Ll 'i F 1t 1�2 SECURE POWER SUPPLY 'i :~._; , a , , l' - ',;:; -1Y.,,,.:-',.',,--- rs'*, '. 1;',.-,-..,!;',',x0; 5 R�;L d Intertek F � tl1b.ro. n_i sr .mow: Certified . Innovative ' Powerful , Flexible •UL 1741 and 1699B compliant •Secure Power Supply provides •97.6%maximum efficiency ' •Two MPP trackers provide •Integrated AFCI meets the require- dayhme power dunng 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 / 7000TL-US / 7700TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-US represents the next step in performance for UL certified inverters Its transformerless design means high efficiency and reduced weight.Maximum power production is derived from wide input voltage and operating temperature ranges Multiple MPP trackers and OptiTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power ,PotolTH , Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative * * features make the Sunny Boy TL-US series the first choice among solar professionals. o a aP 0 14'0 IMPOa�O k' a Sunny Boy 3000TL-US Sunny Boy 3800TL-US Sunny Boy 4000TL-US Technical data 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max usable DC power(@ cos 9=1) 3200 W 4200 W 4200 W Max DC voltage 600 V 600 V 600 V Rated MPPT voltage range 175-480 V 175-480 V 175-480 V MPPT operating voltage range 125-500 V 125-500 V 125-500 V Min DC voltage/start voltage 125 V/150 V 125V/150V 125V/150 V Max operating input current/per MPP tracker 18A/15 A 24A/15A 24A/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/• 240 V/• AC voltage range 183-229V 211 -264V 183-229 V 211 -264V 183-229 V 211 -264V AC grid frequency,range 60 Hz/59 3-60 5 Hz 60 Hz/59 3-60 5 Hz 60 Hz/59 3-60 5 Hz Max output current 15 A 16 A 20 A Power factor(cos 9) 1 1 1 Output phases/line connections 1/2 1/2 1/2 Harmonics <4% <4% <4 Efficiency Max efficiency 972% 976% 972% 975% 972% 975% CEC efficiency 96.5% 965% 965% 970% 965% 970% Protection devices DC disconnection device • DC reverse-polarity protection • Ground fault monitoring/Grid monitoring •/• AC short circuit protection • All-pole sensitive residual current monitoring unit • Arc fault circuit interrupter(AFCI)compliant to UL 1699B • Protection class/overvoltage category I/IV General data Dimensions(W/H/D)in mm(in) 490/519/185 (193/205/7 3) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (74/11 7/75) Packing dimensions(W/H/D)in mm(in) 617/597/266 (243/235/105) DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14 6/9 4/11 0) Weight/DC Disconnect weight 24 kg (53 Ib)/3 5 kg (8 Ib) Packing weight/DC Disconnect packing weight 27 kg (60 Ib)/3 5 kg (8 Ib) Operating temperature range -40°C +60°C (-40°F +140°F) Noise emission(typical) 5 25 dB(A) <25 dB(A) <25 dB(A) 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/Webconnect 0/0 O/O 0/0 Warranty 10/15/20 years •/o/o •/o/o •/o/O Certificates and permits(more available on request) UL 1741,UL 1998,UL 16998,IEEE1547,FCC Part 15(Class A&B),CAN/CSA C22 2 107 1-1 NOTE US inverters ship with gray lids Type designation SB 3000TL-US-22 SB 3800TL-US-22 SB 4000TL-US-22 S. _ s` Efficiency curve SUNNY BOY 50007E-US-22 240Vac F Accessories 9B — b n y •- ..—•• _ ;-t Spe /We tonne DM-485CB-US R5465 role ce interrffaceace e •. SWDM-US70 d ( 98 Fan Int for SB 3000/3800/ 90 i---- - - ---- - - - - o // - Illn4000/500011US-22 "' .. 96--------'-'-'----.-......... @ „ ,p FANKIT02-10 Eh IVH=175 VI \ J 88--j_____._-_ _ Eta fVw=400 VI ]5 680 86_ 1__- _ ___ —•• Eta(V„=480 VI V,,,,M ___ 00 02 04 06 08 10 •Standard feature 0 Optional feature —Not available Output power/Rated power Data at nominal conditions Sunny Boy 50007L-US Sunny Boy 6000TL-US Sunny Boy 70007L-US Sunny Boy 7700TL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 5300 W 6300 W 7300 W 8000 W 600 V 600 V 600 V 600 V 175-480V 210-480V 245-480V 270-480V 125-500 V 125-500 V 125-500 V 125-500 V 125V/150V 125V/150V 125V/150V 125V/150V 30A/15A 30A/15A 30A/18A 30A/18A 2/2 4550 W 5000 W 5200 W 6000 W 6000 W 7000 W 6650 W 7680 W 4550 VA 5000 VA 5200 VA 6000 VA 6000 VA 7000 VA 6650 VA 7680 VA 208 V/• 240V/• 208 V/• 240V/• 208 V/• 240 V/• 208 V/• 240 V/• 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V 60Hz/593-605 Hz 60Hz/593-605 Hz 60Hz/593-605 Hz 60Hz/593-605 Hz 22A 25A 292A 32A 1 1 1 1 1/2 1/2 1/2 1/2 <4% <4% <4% <4% 972% 97.6% 97.0% 974% 968% 96 8% 96 8% 973% 965% 970% 965% 970% 965% 965% 965% 965% • • •/• • • • I/IV 490/519/185 (193/205/73) 187/297/190 (74/117/75) 617/597/266 (243/235/105) 370/240/280 (146/94/110) 24 kg (53 Ib)/3 5 kg (8 Ib) 27 kg (60 1b)/3 5 kg (8 1b) -40°C . +60°C (-40°F . +140°F) <29 dB(A) <29 dB(A) <29 dB(A) <29 dB(A) <1 W <1 W <1 W <1 W Transformerless Transformerless Transformerless Transformerless Convection Fan Fan Fan NEMA 3R NEMA 3R NEMA 3R NEMA 3R • • • • • • • • o/o o/o o/o o/o •/o/o •/o/o •/o/o •/o/o UL 1741,UL 1998,UL 1699B,IEEE1547,FCC Part 15(Class A&B),CAN/CSA C22 2 107 1.1 SB 5000TL-US-22 SB 60007E-US-22 SB 7000TL-US-22 SB 7700TL-US-22 It` , - r/ 7.--- 1+ M I . 1 _ _ -1. 111 ' More efficient Shade management Easier I - ,' �'i` r ( i ` } _ 1 I ` 0 40'F' I __ - _ _ Secure Power Supply Broad temperature range Flexible communications A NEW GENERATION OF INNOVATION THE SUNNY BOY IL-US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY Transformerless design in all types of climates and for longer periods of Leading monitoring time than with most traditional string inverters. and control solutions The Sunny Boy 3000TL-US / 3800TL-US _ / 4000TL-US / 5000TL-US / 6000TL-US / Secure Power Supply The new TL-US residential line features more 1 7000TL-US/7700TL-US are transformerless than high performance and a large graphic inverters,which means owners and installers One of many unique features of the TL-US display. The monitoring and control options �i benefit from high efficiency and lower weight. residential series is its innovative Secure provide users with an outstanding degree of s A wide input voltage range also means the Power Supply. With most grid-tied inverters, flexibility. Multiple communication options z inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable inverter - under a number of conditions powered home. SMA's solution provides and one that can be monitored on Sunny daytime energy to a dedicated power outlet Portal from anywhere on the planet via an a Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection. Whether communicating 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 E t inverters on the market.An industry first,the TL- the sun shines. WebConnect, installers can find an optimal h r US series has been tested to UL 1741 and UL solution to their monitoring needs. 1699B and is in compliance with the arc fault Simple installation E requirements of NEC 2011. Wide Power Class Range o 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 0 its transformer-based counterparts, making maximize a 100 A service panel or trying g OptiTracTM Global Peak, SMA's shade- it easier to lift and transport. A new wall to meet the needs of a larger residential PV i o tolerant MPP tracking algorithm, quickly mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure Q adjusts to changes in solar irradiation,which makes hanging the inverter quick and easy.A Power Supply has you covered. Its wide P 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 '4:1: trackers, the TL-US series can ably handle saving labor and materials. residential application.The TL-US series is not 97, 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 o -40 °F to+140 °F ensures power is produced A service panels. o Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC i ` , ,, , , ., SuNFRAME® ., r :Code=Coni hien Installation'Ma.:-- nual 80-, '' 9 A) ..,..„_7-, . ,, .. . CL «w mac, ,:7 . . , , ` ' ,,,,,,, [ ,.,., i:!:2%- -2-:;„---:,;,,-,-,-, 3 w0 4. ' ,".;..-'".,'''-": '-'--10.1t...-to---!*.i.„-Ap fi, ..4.,, n r�' atm ; M r ..../.,,,,,,..,,,_,..._.„ 9/./ `i" _6:1t,n t« it. amu. , Xt r ,. � ,i r7;:::" , ..„::.,:,,,,,..,....,,,..„ . „,m-il.,!..,,,,„,,,,,,,y„,:‘,,,,/ , , ,�'",... �.1.'',...,--Ic.... -."-,0", -,7;', vq-:-, .„„--1--.:,. ___,..*- ---,---- , � *Wr""`" i-,.;„:,•,,,,,,,----�'h � � � 4 'X"r^'^�-&y� ...� . �� i3F1 e_ qne m+ a4. AX yW lgS' � �,.+' ..oz^� � � _s-+ Mc t t� `�`..,v TC tee` _ " •ilitVikble „ '. Y' due d n' "t��' �W:. '..,' w'` � m ` 15 �_ �`` T »��,�M �^+�,.,,� a. VI �, ..�.� "�` air�� ?� �er a✓w ✓ '"r.-1`'i' 3� rF r----) * fid; ,5„ ?" An 3..---...1**?:„,,,,,,,,,..„,� sa A . .e� -...-/„ �✓ y �� .\ x � x -%,1°. � ter, �'�' `z°' �'v�. 4116 0 Table of Contents M i.Installer's Responsibilities 2 3 Part I.Procedure to Determine the Total Design Wind Load 3 Pa Part II.Procedure to Select Rail Span and Rail Type 10 Part III.Installing SunFrame 14 :i: Pub 0801cc Li JulY Bright Thinking in Solar c 2005 by Unirac,Inc. Unuac welcomes input concerning the accuracy and user-friendliness of this publication.Please writ to publications@umrae.com. AlI rights'1 ose cued. i doUNIRAC Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities . Please review this manual thoroughly before installing your SunFrame offers finish choices and low,dean 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 or 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 dear or dark module frames. bulletin,will be structurally adequate and will meet the structural requirements of the IBC 2006,IBC 2003,ASCE 7- 02,ASCE 7-05 and California Building Code 2007(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 24). 1 AThe installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof,its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof,including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading,wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 SunFrame Unirac Code-Compliant Installation ManualU N 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 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the s ilKzrl Simplified Method,for calculating the Design Wind Load for Pnet(P f) = pnet30 pressures on components and cladding in this document. Pnet(psf)=Design Wind Load $ The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no KZt=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom of the PV panels. I=Importance Factor This method is not approved for open structure calculations. pnet30(psf)=net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30,I=1 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in the last 50 years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft) =totaI 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. Pag. 3 ®° Unirac Code-Compliant Installation Manual SunFrame 4:44.r' Ariffirarii .jrifillit. oftwowitasuminimi, .F e ES Ira 11.1 F #t rr'tP' .100(45) AVIF Xn{38 m/ ) # w� �S �mi,cn�* *'" 110(49) IP I W1 it Alir IWO 114 gi g Iiire LO Y ►•ow,'Tarr• Fss4ii�tf iis�tw A101405,1441.01. .s + " , 0+ ='44 120(54) AIN I ■ •wawttt as inu t' "K l .. `ha ass l .90 mplt kyt+. M ILTi➢'i.1R" ++`t ir,} r �,�.�. Cat .+i.+Ri r s74.4 90 mph .:4+R il`R ■r ari ... a .a tyl<Sritot ": I plAr4 itti t} f'�' } ++a „ y,�.,�ia�y a ar rt �r a+ a l /f�lik. 40 xitls + ■ a 1Mn.. !fir r.„i� xts!� tit*ra�f+l�«,r$ } � fr�aCa � a �w*'t "liaaaraaa,�..E.3 } ,4i ��}'Cxi *Z.r ,1 av i! ` s /orfget ! '*� �' t *" tiff# �!tt �fr:a ` i r y'� • i s yi*. 1at.ti�+ra�l S�L.r�= �r •��Ik IKj� Rrtll � 4 a`* y�yj'�,��«`°+"A+wy w.rei'sydal*lc�t "iraimmR ■;Zrsi .aa�liY.aai at�t aN•rya.+ i.,r1 MwrM•{L M> 130(58) ■ aaa.4�j !a.��rtu or yxstal�s+�.a e. ,..aa■sow.. isi �Kistw.'"',.tit at:t x t►r+s i..H1r+�y e►*a.+17%4 - 14063 Mlwtat aL #f{'�1E# �,'.tsrtirfaert 'lsavM �*"+ �'b�1 fi. { } r k bran 'kms M'e`w Plare aal is.a :i.�:�'�+i+i+'iris,+�4, Alit R ><1riaa! � � �r� wi s lit �vt r.).-9 4 v),04„rs4,40.,, lrrllag"01116441141140110-4074"1".#a �_ ;1. ltit7' Miles per hour YaaAyat IIF q/'- R�¢tyy�as f wa.a ate. i1 i r u[ *sr .ro +r 4, kr (meters per second) -magma „r- *r+tari aallatr i"-a' „woo }►Jr�;i';”116.44:104-411.440 �,� aa�#�1d>•+�► �,rfa�+r v1ilT�r�tfl�*,; ��,��aj� rra� 4 i,�ll rift sir :47. f �.1 " �'�-l7► �....-�i�'.Ysl`'s'/ a i.�"'!. 44 7441,:-*.nt+a a / Lr ��Ar\130{58) Figure 1.Basic Wind Speeds.Adapted and ��a�,,E�'�.^f'^� .�»- ani*Pefe: 'r'r ,.-.'z."'"''' '''' 140(63}l Vit?ti"1`i 14063 applicable to ASCE 7-05.Values are nominal iy ` �,'• 1,1g ) t { } design 3-second gust wind speeds at 33 feet i y��rfi /soon '' � � above ground for Exposure Category C. >11 ? x..- * s 150(67) 90{40}'int;j I 0 Special Wind Region `y 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 maybe 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 SO 60 70 80 90 100 125 150 175 200 300 400 500 1.0- 3 .M 3'..._ 3_ _...3 3 4 4 J 4..,..__-4... 4�� 4-,� ��4_ _5--�.__ 7- 8 I2_._ 16 :zap 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 4 5 _.b 7 8 78l__-_8.. ..-.8- M'8 8 - 8_. 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 8_—__9 _17 10__1-21- 2 12 • 12___12 16-1-20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 401„ ., ' __ 3, 3... ....3 .3 3 w 4_ 5 ..._ 6' _ ._7 .. .8.__.9...._10 12.5___.15 ._ 16 ...I6„_ 16 16_.20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 __ 3 ... 3 3 3 3 4 5 ...6 7 8 .,.._9 10 12.5.. I5 17.5 ,20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. Fane 4 SunFrame Unirac Code-Compliant Installation Manual :® 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 , Po Flat Roof ' Hip Roof(7° < 0 < 27°) f a, J..44,:,,,,,/*- ,,,,,:,,,,'",- --' ' f ,. ,�� te ' . / ° v •te . �a , r-':.. 1 < �,r ,, ,a , a'< • Gable Roof(0 <_ 7°) ,,,- ,,. \ Gable Roof(7° < 9 <_ 45°) ,r`"..' :.-24AC'''''''' - 1 „,--' Nor' _. n. ;; / �a�r 4/ ///' ~a ::::,..i.,..- < / Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 61„= '”: Roofs-Zone 2/Walls-Zone 5 .. Roofs-Zone 3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine Net Design Wind Pressure,pnet3o Both downforce and uplift pressures must be considered (psf) in overall design. Refer to Section II,Step 1 for applying Using the Effective WindArea(Step 2),Roof Zone Location downforce and uplift pressures.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),look up the toward the surface.Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2,page 6. Use surface. the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Por 5 :is N 1 RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pnec3o(psf) Roof and Wall Basic Wind Speed,V(mph) 90 ! 100 110' 120 130 140 150 170 Effective WlndArea Zone (sf) Downforee Uplift Downforce Uplift iDownforce Uplift Downforce Uplift,Downforce Uplift Downforce Uplift Downforce Uplift ?Downforce Uplift I 10 5.9 -14.6 i 7.3 -18.0 8.9 -21.8 10.5 -25.9 1 114° -30.4 ( 14.3 -35.3 1 16.5 -40.5 21.1 -52.0 I 20 5.6 -14.2 j 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4, 19.8 -50.7 CD I 50 5.1' -13.7 1 6.3 -16.9 7.6 -20.5 '= 9.0 -24.4 10.6 -28.6 i 12.3 -33.2 114.1 -38.1 18.1 -48.9 0 o I 100 4.7 -13.3 ` 5.8 -16.5 s 7.0 ` -19.9 . 8.3 -23.7 9.8 -27.8 . 11.4 -32 3 : 13,0 -37.0 16.7 -47.6 d 1 'n 2 10 5.9 -24.4 E 7.3 -30.2 = 8.9 -36,5 10.5 -43.5 12.4 -51,0 1 14.3 -59.2 16.5 -67.9 21.1 -87.2 O 2 20 5.6 -2I.8 1 6.9 -27.0 ; 8.3 -32.6 9.9 -38 8 11.6 -45.6 1 13.4 -52.9 1 15.4, -60.7; 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 ' 7.6 -27.5 i 9.0 -32.7 3,10.6 -38.4 1 12.3 -44.5 14.1 -51.1 = 18.1 -65.7 c 2 100 4.7 -15.8 , 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 1 1 1 4 -38.2 1 13.0 -43.9 16.7 -56.4 rz• 3 10 5.9 -36.8 7.3 -45.4 1 8.9 -55.0 1 10.5 -65.4 12.4 -76.8 i 14.3 -89.0 1 16.5 -IO2.21 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5, 9.9 -54.2 11.6 -63.6 13.4 -73.8 '15.4 -84.7 i 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 1 9.0 -39.3 10.6 -46.2 ; 12.3 -53.5 3.14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 F 5.8 -19.5 l 7.0 -23,6 1 8.3 -28.1 1 9.8 -33.0 i 11.4 -38.2 ! 13.0 -43.9 16.7 -56.4 I 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14 9 -23.7 17.5 -27.8 { 20.3 -32.3 123.3 -37.0; 30.0 -47.6 I 20 7.7 -13.0 ( 9.4 -16.0 111.4 -19,4 1 13.6 -23.0 - 16.0 -27.0 18.5 -31.4 1 21.3 -36.0 1 27.3 -46.3 m I 50 6.7 -12.5 g 8.2 -15.4 ,10.0- -18.6 : 11.9 -22.2 13.9 -26.0 16.1 -30.2 ' 18.5 -34.6; 23.8 -44.5 I 100 5.9 -12.1 : 7.3 -14.9 8.9 -18.1 ( 10.5 -21.5 12.4 -25.2 € 14.3 -29.3 1 16.5 -33.6' 21.1 -43.2 2 10 8.4 -212 10.4 -28 7 112.5- -34.7 ( 14.9 -41.3 1 17.5 -48.4 120.3 -56.2 23.3 -64.5 1 30.0 -82.8 N 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 ; 18.5 -51.7 121.3 -59.3 27.3 -76.2 49 2 50 6.7 -18.9 8.2 -23.3 1 10.0 -28.2 ` 11.9 -33.6 1' 13.9 -39.4 16.1 -45.7 :18.5 =52,5 123.8 -67.4 c 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 ( 10.5 -30.3 12.4 -35.6 14.3 -41.2 1 16.5 -47.3 21.1 -60.8 ce• 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 1 17.5 -71.6 20.3 -83.1 23.3 -95,4 i 30.0 -122.5 3 20 7.7 -32.1 1 9.4 -39.6 '11,4 -47.9 13 6 -57.1 ? 16.0 -67.0 18 5 -77.72I.3' -89.2' 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 ,10.0 -43.5 11.9 -51.8 j, 13.9 -60.8 16.1 -70.5 1. 18.5 -81.0 s 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 : 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 •16.5 -74.8; 21.1 -96.0 I 10 13.3 -14.6 t 16.5 -18.0 119.9 -21.8 ' 23.7 -25.927.8 -30.4 32.3 -35.3 (37.0 -40.5. 47.6 -52.0 I 20 13.0 '-13.8- 16.0 -17.1 119.4 -20.7 1 23.0 -24.6 27.0 -28.9 31.4 -33.5 :36:0 -38.4 i 46.3 -49 3 iv I 50 ,12.5 -12.8 15.4 -15.9 118.6 -19.2 1 22.2 -22.8 ' 26.0 -26.8 30.2 -31.1 ,34.6' -35.7 1 44.5 -45.8 3 I 100 12.1 -12.1 14.9 -14.9 118.1 . -18.1 21.5 -21.5 i 25.2 -25.2 29.3 -29.3 ;33.6 -33.6 43.2 -43.2 • 2 10 13.3 -17.0 16.5 -21.0 19.9 - -25.5 '. 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 ' 47.6 -60.8 rr 2 20 13.0 -16.3 ` 16.0 -20.1 19.4 -24.3 [ 23.0 -29.0 j 27.0 -34.0 31.4 -39.4 1 36.0 -45.3 1 46.3 -58.1 .$ 2 50 12.5 -15.3 ; 15.4 -18.9 ;18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 , 44.5 -54.6 2 100 12.1 • -14.6. 14.9 -18.0 '18.1 '-21.8 ' 21.5 -25.9 25.2• -30.4 ! 29.3 -35.3 1 33.6 40.5 1 43.2 -52.0 3 10 13.3 -17.0, 16.5 -21.0 119.9 -25.5, j 23.7 -30.3 l 27.8 -35.6 32.3 -41.2 1 37.0 -47.3 47.6 -60.8 rz 3 20 110 -16.3 1 16.0 -20.1 19.4 -24.3 23.0 -29.0 , 27.0 -34.0 31.4 -39.4 €36.0 -45.3, 46.3 -58.1 3 50 12,5 -15.3 1 15.4 -18.9 18.6 :22.9 22.2 -27.2 ; 26,0 -32.0 1 30.2 -37.1 134.6 -42.5'' 44.5 -54.6 3 100 12.1 -14.6 1 14.9 -18.0 '18.'1 -21.8 i 21.5 -25.9 j 25.2 -30.4 29.3 -35.3 33.6 --40.5, 43.2 -52,0 4 10 14.6 -15.8 18.0 -19.5 '21.8 -23.6 1 25.9 -28.1 1 30.4 -310 ! 35.3 -38.2 40.5 -43.9 1 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 ,20.8 -22.6,1 24.7 -26.9 , 29.0 .-31.6 133.7 -36.7 i 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3t 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 .1 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 I 44.2 -48.6 4 500 10.9 -12.1 1 13.4 -14.9 .16.2' -18.1 1 19.3 -21.5 22.7 -25,2 1 26.3 -29.3 130.2 -33.6 38.8 -43.2 5 10 14.6 -19.5 ; 18.0 -24.1 ;21.8 -29.1 25.9 -34.7 , 30.4 -40,7 35.3 -47.2 40.5 -54.2, 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 ;20.8 -27.2 ; 24.7 -32.4 1 29.0 -38.0 j 33.7 -44.0 l 38.7 ; -50.5 1 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 ,19.5 -24.6 1 23.2 -29.3 . 27.2 . -34.3 31.6 -39.8 36,2 -45.7` 46.6 -58.7 5 100 12.4 -15.1 ` 15.3 -18.7 '18.5 -22.6 ` 22.0 -26.9 25.9 -31,6 30.0 -36.7 1 34.4 -42.1 1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18,1 1 19.3 -21.5 1 22.7. -25.2 26.3 -29.3 i 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. Pulte 6 SunFrame Unirac Code-Compliant Installation Manual F U N O RAC Table 3.p„et3o(psfl Roof Overhang EffectiveBasic Wind Speed V(mph) Wind Area i i i Zone (4) '90 100 ' ,. 110 120 130 140 150 170 y 2 10 -21.0 -25.9 -31,4 -37.3 -43.8 ' i -50.8 r -58.3 -74.9 y 2 20 , -20.6 -25.5 -30.8 -36.7 -43.0 { -49.9 -57.3 -73.6 eo 2 50 -20.1 -24.9 -30.1 -35.8 ! -42.0 -48.7 -55.9 -71.8 -00 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 ' 1 -47.8 ' -54.9 = -70.5 • 3 10 -34.6 ' -42.7 -51.6 -61.5 ' -72.1 i -83.7 -96.0 , -123.4 4.1 o 3 20 ' -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75;4 -96.8 0 3 50 ' -17,3 -21.4 -25.9 , -30.8 . ' -36.1 -41.9 , -48.1 ! -61.8 re 3 100 -10.0 ; -12.2 -14.8 , , -17.6 -20.6 i -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 i 2 20 -27.2 -33.5 -40.6 -48.3 ' -56.7 1 -65.7 -755 ! -96.9 y 2 50 -27.2 1 -33.5 -40.6 ' -48.3 -56.7 -65.7 -75.5 i -96.9 -° 1. 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 ` -65.7 -75.5 -96.9 O 3 10 . -45.7 ` -56.4 -68.3 -81.2 ' -95.3 ' -110.6 -126.9 -163.0 'a r` 3 20 -41.2 1 -50.9 -61.6 -73.3 -86.0 'E -99.8 -114.5 ; -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 ' -73.7 -85.5 -98.1 -126.1 rt 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 € -74.7 , -85.8, ` -110.1 o• 2 10 -24.7 -30.5 , -36.9 -43.9 ' -51.5 - • -59.8 -68.6 • -88.1 to 2 20 -24,0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 2 50 -23.0 . -28.4 -34.3 -40.8 -47.9 -55.6 -63.8' 1 -82.0 ✓ 2 100 ' -22.2 -27.4 -33,2 -39.5 -46.4 I -53.8 -61.7 -79.3 3 10 ' -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 r3 20 -24.0 -29.6 -35.8 • ' -42.6 -50.0 ' • -58.0 -66.5 ` -85.5 0 3 50 -23.0 -28.4 c -34.3 ' -40.8 -47.9 -55.6 -63.8 -82.0 o re 3 100 -22.2 -27.4 -33.2 -39.5 ` -46.4 -53.8 , -61.7 -79.3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kzt EXPOSURE C has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,K t,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE n has flat,unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Determine the Exposure Category by using the following Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs,and confirm your selection with the local building authority. The ASCE/SEI 7-05*defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Par 7 :FUN I RAC Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine adjustment factor for height and Table 4.Adjustment Factor for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height,h Exposure (ft),look up the adjustment factor for height and exposure in Mean roofB C D Table 4. a (ft) IS 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 .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,K51(Step 5),and the Importance Factor,I (Step 8)using the following equation: Pnet(psf)_AKztIpnet30 Pnet(psf) =Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) K51=Topographic Factor at mean roof height,h(ft) (Step 5) I=Importance Factor(Step 8) pnet30(psf) =net design wind pressure for Exposure B,at height =30.1=1 (Step4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Variable Descnpaon Symbol Value Unit Step Reference Building Height _. Building,Least Horizontal Dimension ft µ_ _ „• Roof Pitch . degrees Exposure Category 6 Basic Wind Speed _,. ... . • __. V..,.,... _ _ „!?RPh _ I_ Figure Effective Roof Area sf 2 Roof Zone Setback Length ; „_ V •a ••- Roof Zone Location 3 Figure 2 Net Design Wind Pressure ' ^ pnet30q - ,psf -. .,. ; 4,1 Table;2,3 Topographic Factor Kzt x 5 adjustment factor for height and exposure Category-- A ,__,, x -- 7_ 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load .._ .peer _ _psf Page 8 SunFrame Unirac Code-Compliant Installation Manual ®: I RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind Speed,V= goons with Basic Wind Category Category Desicrpvon Building Type Examples 85-I00 mph,and Alaska Speed,V>I00mph 1 Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I listed in Occupancy Categories 1,111,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: shelters Designated emergency preparedness communication,and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,Table 1604.5,Occupancy Category of Buildings and other structures,p.281;ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 Page 9 rigUN 1 RAC Unirac Code-Compliant Installation Manual SunFrame Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series Step 1:Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load,P(psf)is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1(ASD Method equations 3,5,6 and 7)by adding the Snow are based on a simply supported beam conservatively,ignoring 1 s from Part I, the reductions allowed for supports of continuous beams over Loadl,S(psf),Design Wind Load,p i f (impStep multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,Pnet. See P(psf)=I.OD+I.OSl(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=1.OD+I.0pner(downforce case 2) 3.Please Note:The terms rail span and footing spacing P(psf)=1.0D+0.7551+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D+1.0pner (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 psf,see your Unirac distributor,a local structural engineer or S=Snow Load(psf) contact Unirac. Pnet=Design Wind Load(psf)(Positive for downforce,negative The following procedure will guide you in selecting a Unirac for uplift) rail for a flush mount installation.It will also help determine the design loading imposed by the Unirac PV Mounting The maximum Dead Load,D(psf),is 5 psf based on market Assembly that the building structure must be capable of research and internal data. supporting. 1 Snow Load Reduction-The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. ;�- Figure 3.Rail span and footing \„::: :____ \� spacing are interchangeable. or Roof ; \\ B� h "10a^. �� og "- -' a�wewe\ do 4, Mo d‘c 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 ,,,, UF 'AC Table 7. ASCE 7 ASD Load Combinations Description Variable ' Do;saforre Case I — Dowetcssee CaSe2 7; ' Downforce Case 3 ''' LIPIlit :‘-; tants Dead Load D , 1.0 x . '! ,I.0 x - „1.0 x 0,6 x - „ ' psf , Snow Load S 1.0 x + ,4,. ' 0.75 x, + ,s4 psf , Design Wind Load Pnet ,. lO'X.` ' + - .-..' 0.75 x + ' ' 1.0 x -,- - ' . psf A , Total Design Load P 1 s ' psf -, — Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing w(plf) Using the distributed load,w,from Part II,Step 2,look up the Determine the Distributed Load,w(plf),by multiplying the allowable spans,L,for SunFrame. module length,B(ft),by the Total Design Load,P(psf)and dividing by two.Use the maximum absolute value of the three There are two tables,L-Foot SunFrame Series Rail Span Table downforce cases and the Uplift Case. We assume each module and Double L-Foot SunFrame Series Rail Span Table. The is supported by two rails. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to the w=Distributed Load(pounds per linear foot,plf) Part III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Table 8.L-Foot SunFrame Series Rail Span Span w=Distributed Load(pit) (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2, SF 11,,SF,... SF ,SF .SF,. SFr ..,,,SF_:, SF' .SF„ ' SF SF.'15F__SF 7., ' SF' ::SF ;-;.,SF SF' SF "SF,' 2.5 SF SF SF SF SF SF SF SF SF SFSF 5FSF $,F,,. SF SF_ .SF SF '3''... _SF'.‘. 'SF SF_ "_SF_ _SF_ SF „SF,„‘„.. SF SF . SF SE '' SF _SF_ SF SF SF S_ ' __ __' -Z.....7', _2•" -2 ' • .3,5,, .,,SF SF „ _SF.„SF „_SL, SF _SF„ SF _SF SFSF SF __SFSF__ 4 .:,SF ::.....o—SF.; _SF SF SF ' Sr_ SF ' SF SF '' SF SF " SF 7771 •••-• — 7- - -7 — — -- .... 4.5 SF SF SF SF SF SF SF SF SF SF SF 5 ,, SF SF SF' SF SF SF _ Si' ' SF :SF $F.,„,,, SF, __ _ _ -", .I„ -_ -__ _,. ,1 „___.„ '',„ •: :„ '''., • 55 SF SF SF SF SF SF SF SF SF SF _ ...„. .. SF_ _SF SF__SF SF „ SF" SF — ' _ 6 5 SF . SF SF SF SF SF. SF SF SF , '7- _,SF ' SF1 E SF SF „,t,, SF SF SF ,, ,., .. ...„. - 75 SF SF Si SF_.„SF SF SF 5F 8. .., _SF _ SF__ SF ' ,SF „SF, SE _SF__ SF .._ —. 8.5 _SF 5F___ SF _SF _SFSF SF__ 95 SF SF SF SF SF SF 10.5 SF SF SF SF 1 IS SF SF SF 12.5 SF SF 13 F: :SE13.5 SF Par. 11 N RAC Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span span w=Distributed Load(00 (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 SF „ ,SF SF•• „.:SF'1 SF SF•• SF SF aSF„ SF SF, SP SF SFµ SF_ _SF SF_ 2.5 SF, SF SF SF SF SF•, .SF SF,• SF, SF,_•, SF"•_•" SF, SF SF SF •""SF e_ SF_,_ •SF,_,••„SFS„ ._... SF sF SF SF __ SI,„.,_ SF. SF SF�,.„SI:w )SF_ SF. SSI SF;.. SF SF SF.. SF SF: 35 SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF 4 •:SF -.._...$F._: SF SF .SF SF„......<SF ...—SOT',__.SF ..SF...>,, SF SF SF.. .._SF.• SF _._SF,:x 5F :SF_.... ; '.. 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF'—''''SV SF SF - SF 'CSF Sr SF „ .SF SF” :IF .SF SF ASF 5.5 SF SF_ SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF.. SF, SF;-: SF; :.SF SF-7 SF— ••._SF ‘„ 65SF SF SF SF SF SF SF SF SF SF ,,,„. 7 SF ” SF SF SF _,j,•SF: SF .SF SF' SF.. 7.5 SF SF SF SF SF SF SF SF 8 _ SF SF SF_.. SF SF_�.'SF.. SF 'SF „ _. _. 8.5 SF SF _SF „SF SFSF SF 9.5 SF SF SF SF SF SF • •►O ' SF'°7'SF 'SF W SF SF _ $. ”.,. " ... 10.5 SF SF SF SF s SF SF., SF ,,.._ : ... •• ...•77 _M. 11.5 SF SF SF 12 SF - SF SF ..__ �' .._..... 13.5 SF Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(ibs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It is the installer's responsibility to verify that the building_ multiplying the Total Design Load,P(psf) (Step 1)by the Rail structure is strong enough to support the point load Span,L(ft)(Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R 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 ®:°UNIRAC Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 1 1.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load 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 point loads calculated according to Engelmann Spruce,Lodgepole Pine Step 5 and Step 6. (MSR 1650 f &higher) 0.46 235 Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 If Southern Pine 0.55 307 Thread depth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table 1 1.2A,1 1.3.2A. Notes:(I)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities If necessary,contact a local engineer to speafiy 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.I in the American Wood Council NOS for Wood Construction. Pnp. *Use flat washers with lag screws. 13 • T :PUN! CUnirac 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 .. _ 0GTO Figure 4.SunFrame components. *41---I. _- Q i ..X 0 el 0 le 1 gig 1 --fe :„._ ,,,,,- I , , , ‹,.,- ;.5',-,1' '':W%-,Im -- O I Figure 5.SunFrame threaded slot rail, cross section,actual size. ve 14 SunFrame Unirac Code-Compliant Installation Manual siBUNI RAC 0 Rail—Supports PV modules.Use one per row of modules e L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- 0 Cap strip—Secures PV modules to rails and neatly ules between rails.Includes 3/e"x 11/a" bolt with flange nut for attaching L-foot or standoff shaft,and two /16' frames top of array.Lengths equals rail lengths.Cap strips x 21/z'lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105-T5 aluminum extrusion,anodized(clear or dark bronze)to match PV e Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for example).Use one per L-foot. Two-piece(pictured): 0 Cap strip screw(1/4-20 x 1,Type F thread cutting)—Use 6105-T5 aluminum extrusion.Includes 3/8"x3i''serrated to secure each cap strip(and PV modules)to rail,one per flange bolt with EPDM washer for attaching L foot,and predrilled hole.Use an additional end screw wherever a two Sne"x 31rz'lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/8"x 11/4" any cap strip segment.18-8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for 0 Rail splice—Joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansion joint.8 inches long,predrilled.6105-15 aluminum extrusion,an- odized(clear or dark bronze)to match PV module frame. Installer supplied materials: 0 Self-drilling screw(No.10 x 3/4")—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out 0 End caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with 0 Truss-head sheet metal screw(No.8 x 5/a")—Use 2 per L-foot adjusting sliders and standoffs. end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. 0 L-foot—Use to secure rails either through roofing mate- rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently 6105-T5 aluminum extrusion,anodized(clear or dark Asked Questions..."(p.16). bronze)to match PV module frame.Double L-foot is also available. OL-foot bolt(3/8"x 11/4')—Use one per L-foot to secure rail to L-foot.304 stainless steel. 0 Flange nut(3/s")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. r No Stainless steel hardware can seize up,a process Acalled galling. To significantly reduce its likelihood,(I)apply lubricant to bolts,preferably an anti-seize lubricant,available at auto parts L stores,(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. I Page 15 • :12 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 array and roof susceptible to severe damage. AFor array widths or lengths greater than 45 feet,see instruction manual 908.1 concerning thermal expansion issues. 1'/2"at each end of array Sample layout,illustrated in Figure 4, y Assumptions:12 modules(60"x 36"), arranged in 3 rows of 4 modules " ` Roof Array width =144"(36"module width x 4 modules per row) peak Array length=1$0"(60"module length x 3 rows) +3"(11/2"end rail width x 2 rails) s 's'pcice between module rows +11/2"(3l4"between-module rail width x 2 rails) ° - =1$4112" ._._ 4*:_. .1 __ ._ _ .I :._ I_. - 1.Laying out the installation area Array .. length Modules Rails Always install SunFrame rails perpendicular to rafters.(These length(see` instructions assume typical rafters that run from the gutter s/4" . ' caption) , ` to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower —_ - --- edge of the roof),and must be mounted within 10 degrees of t._ horizontal. ` ` - Module Leave adequate room to move safely around the array during --""1" •.`width- 47' installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the1/z" rails on one side.Using the number of rows and the number �r. _, " of modules per row in your installation,determine the size of Y your array area following Figure 6. 14 t Array width >I (module width limes modules per row) Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. Others are assembled with pan-head screws.All such features must be included in module length. r-., 16 SunFrame Unirac Code-Compliant Installation Manual r Q 2.Installing the lowest row of L-feet and rail /4/— `';"• 3;�, , 'Of is In the lowest row,it is not necessary to use L-foot adjusting ft, 7,` ° sliders,even if you plan to use them in subsequent rows.Install ,f' ��',' /4, .0 >a - L-feet directly onto low profile roofing material such as asphalt ,®f' ,�'f,' ,,' shingles or sheet metal.(For high profile roofs,such as tile ,f%` �' ,%y' i or shake,use optional standoffs with flashing to raise L-feet. ,��' _ ,„AY „„1”, �'4 4, L-feet must be flush with or above the highest point of the roof /�o ,,f%' "i ,is, p'/ ° 'a°r l6, ,i,4' surface.) '' �o, '4, .�, /ffe L-feet can be placed with the double-slotted side against the /1 ,f;' " '4, roof surface(as in Fig.7)or with the single-slotted side against '/ ' ,f;' ,,i7 the roof(which increases air circulation beneath modules). . j'i' - �.;�� Module-to-roof dimensions are listed on page 15 for both ar- " '°` 4., rangements. �o,�` L feet If you are using L foot adjusting sliders,you must use / / Athe short side of the the L-foot against the roof in the Lag I f // first row.See Figure 9 below. screw 1,,,. Iff you are using both L-foot / adjusting sliders and standoffs, Always lag into slot see the upper box on page 11. nearest the bend in the L foot Install the first row of L-feet at the lower edge of the instal- J / " 2,4- latron area(Fig.8).Ensure feet are aligned by using a chalk !./ / " line.(A SunFrame rail can also be used as a straight edge.) / Lower edge of Position the L-feet with respect to the lower edge of the roof as f /� installation area illustrated in Figures 7 and 8. Figure 7.Placement of first L foot row. Drill a pilot hole through roof into the center of the rafter at ._ ... .- each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the f ', Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. xc, = ;_____„.,i- Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L-feet are against ° the roof,lag through the slot nearest the bend in the L-foot(Figs.7 and 8). Cut the rails to your ::° y°" ' Utility slot.for No.10 screw array width,beingsure I---'` •°"to keep rail slots free ": p.aw• °4 .• ,,ei of roofing grit or other ,„LL°; _ ,, "Utility sOtilijH debris.If your instal- hexhe ~ • •° lation requires splices, Figure 8.L-Foot orientation. '' assemble them prior to -�, i attaching L-feet(see"Footing and splicing require- '" ,',', , <',?0,,,,,..--.'„! ments,"p.11,and"Material planning for rails and —_ !"" . . �-` `-. cap strips,"p.13).Slide the 3/s-inch mounting r :,,,z.„,,,,,,-451 bolts into the footing slots. If more than one splice 40,41,0:2,,,,,i- is used on a rail,slide Lfoot bolt(s)into the footing slots)of the interior rail segment(s)before splicing. Loosely attach the rails to the L-feet with the I .ri _ flange nuts.Ensure that rails are oriented with `� ''�` ' '° respect to the L-feet as shown in Figure 9.Align the `'.',*.,"*"a.., :„yy lam.„..^°'` -/'"'� u _ - . ' d „, ends of the rail to the edge of the installation area. : "`,,;. MSM_,; ,. - '''” ' Ensure that the rail is straight and parallel to the _,-- , edge of the roof.Then tighten the lag screws. -"" • .,, ' Roof peak' , „ 'a _ Figure 9.L-foot orientation in conjunction with a"�,.; L-foot adjusting sliders.The sliders include two .''' utility slots to secure module wiring,combiner boxes,and other system components. Pag. 17 :FUN I RAC Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/s-inch hex- sliders,although flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no standoffs. With standoffs of equal length,orient L-foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L-feet in the same orientation—either both long side up or both short side up. 14—B T A •1 \L-foot I---rate:.° pc a .- u This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its Itve loads. 6. Interior rail sections supported by only one L-foot must For rail lengths exceeding 48 feet thermal expansion joints be necessary.Please contact Ube adjacent,on at least one side,to a rail section sup- mayported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) 7. Rail sections longer than half the footing spacing re- is determined by wind loading(see pp.5-8,especially step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of /Rafters the maximum footing spacing(A).For example,if Span �/ A is 32 inches,Overhang B should not exceed 16 inches. Stringer r----- rr __1 Rail r---- Modules should always be fully supported by rails.In other words,modules ry. F ,ry should never overhang rails.This is especially critical when supporting the t , `, „ -, ;: short side of a non-rectangular module.When a rail supports a pair of non- , A' '' a' `6;`P%'`;F_ rectangular modules by themselves(right),it must be supported by at least w -`;'I '`;,,,•; o ° 'i,,� •a two L feet.The rail should be at least 14 and no more than 24 inches long, ,,' ,O'e -°- which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 SunFrame Unirac Code-Compliant Installation Manual ®® I 3.Laying out and installing the next row of L-feet <, With L-feet only:Position the second row of L-feet in accor- y - . / dance with Figure 10.Ensure that you measure between the • ,' . ';`- lower bolt hole centers of each row of L-feet.Install the second ,``-: ~ / ' h; .� ti Module length+3/4" ,/ row of L-feet in the same manner and orientation as the first i g (hole to hole) row,but leave the lag screws a half turn loose.Be aware of the -•• s set-up time of your sealant;the L-feet will not be fully tight- • ,' w w ' ened until Step.4. \ y epi With L-foot adjusting sliders:Use a chalk line to mark the ,/ " • position of the slider center holes of the next row.The illustra- tion below provides spacing guidelines.The length of the _ r........ '' module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L-foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 4(p.9). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. Roof peak �� A=module length A —Align slider A - center hole Jalklin \e Lowest row of L-feet Align slider (no footing sliders) \4________ A-3 1/4" center hole to chalk line A+3/4" A+ l 3/16" A+2 1/4 Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 4.Installing the second rail :•,g,,A ; '`''" " '""n' 3 With L-feet only(Fig,12):Install and align the second rail •4 m ' :.r, °'A. _w sa s,a 7. '•" in the same manner and orientation as the first rail.After rail e",, "" '` I alignment,tighten the rail mounting bolts to between 30 and °p l � - ~- ' 35 foot-pounds. l a• ,a` Lay one module in place at one end of the rails,and snug " ° ' `1 the upper rail(Fig,12)toward the lower rail,leaving no gap "`j" ,� ° "°- H between the ends of the modules and either rail.(If pan-head ." �''° .� screw heads represent the true end of the modules,be sure ' y"" the screw heads touch the rails on both ends.)Tighten the lag ` t°°` 4; a^` ; �,f;.;tag sere r:� :''§' A„" (half,turn-loose)•e screw on that end.Slide the module down the rails,snugging 'a ° • ¢l (tlghtj ' ;,.., J the rails and tightening the remaining lag screws as you go. a",1;' ' &'; With L-foot adjusting sliders:Install rails on first and second rows of L-feet.Verify spacing by placing a module onto the Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. 5.Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow • All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 19 • lig U N 1 RAC Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap of every rail segment.Wherever there is no strip segment that crosses the array center line,and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment,drill a 1/4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw.(In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing good planning can also achieve both material conservation and splicing requirements"(p.I1).In this example, A and superior aesthetics.This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p.11).Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line\ i I r 111 3 3 ! 9 9 C 1 7 1 I Trim line(array edge) i 11 I Trim line (array edge) —1=-1 ii ii II - it 9 " •V 11T• •i I • •i I • 1 i X 96" • 'i • 1st cap strip •'3 • • I 1 II EI 1 C 83" I I E 122" 4th rail I i ii I33 I Ii 11 • I •W 112" ' i X 96" i 2nd cap strip 1 B 83" ; D 122" 1 3 3rd rail ' iii 1 ii J1 • ; • • •V 80" • • ; . . . . . . Y 128" • ; • 3rd cap strip , 1 I A 96" ; C 109" (a 2nd rail y 3 33 1 I ��(' i I 3 1 .� x a;;1 I 9 1 • 1 • • •W 80" • • ; • • •'� =".r` ...-- . i . . . . . . . Z 128" • • ; • 4th cap strip 1 I A 96" 3 l i B 109" 3 1 I 1st rail I ' I i I I i Usable remainder:D,70";E,70";Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual si9UNI RAC 6.Securing the first module _ __ Gather sufficient lengths of cap strip Cap strip screws - --[� -, ` to cover the length of the first rail.r'or �_-- p maximum visual appeal and material ---""t; _� �-- __-- conservation see"Material planning for %,„,...,, � '"-- Permissable overhang:', ,.. rails and cap strips"(p.13). 2,1/3 module width Slide the first module into final position -..... � _r., ` -- `•-�` at one end of the array.Lay the remaining - w..., ----1-- '.�; e Y�' modules in the top row,leaving a gap about a foot wide between the first and -1:-.-'1--- � _ - "`N second modules(Fig.13). � - _,....--c_r N', a a The temporary gap allows the installer toT " � place one of his feet between modules.He _,,,...-m-- ,,,.,.�- , g ; - '"7 w-----t can access the section of the cap strip he ;;m � 12, `� sty '` ..--"'1, needs to secure while leaning toward the '' :' s y peak of the roof.For the time being,the ^1,X t " ` ' ,---"' ---'- __,....1,- 1last module may overhang the rail by up Do not install second a _ �f .: - -"�--"a P:cap strip until lower - to one third its width. ., --1.--- - .2 c modules are placed _,- Attach the end of the cap strip with % :-'sem.-.Ste in gap _-1--' ..-----.1:: .e.- _- ``''" the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. _ Al' The structural integrity of your array requires that cap --- ` .. % strip screws fully engage the threaded rail. Use the cap I `, r strip screws supplied with your cap strips.Any substitute i "sift.., ''• 2..Install screws _,.....:,----.:>- • " r Y screws must be'/4-20 Type F thread cutting(18-8 stainless ,., -a"" steel)and the correct length.See Table 4(pg. 15)to match _r1 .�' -; screw length to the size cap strip in your installation. --:--'` ,4-44`4,,z', \` ` y ~"— Every cap strip segment must have a cap strip screw 4 inches or less from each end.If the nearest predrilled t „ . Stepping gap.r .--:n hole falls more than 4 inches from any end,drill a -- Y " �,-� ---`- - ,, 1/4-inch hole 2 inches from the end and install an additional --_'_ - ��' _,----__,',.%_--&------- ~' screw. Figure 14.Position and secure modules one by one. iikWherever it is necessary to make a new cap strip hole, drilla 1/4-inch hole before installing the cap strip screw. ! 's 7.Installing the remaining modules in the top row Slide the next module into final position and install the screws 'D. to secure it(Fig.14).For a neat installation,use cable ties to 0 attach excess wiring to the rail beneath the flanges.Unirac's cable ties can be attached to the SunFrame rail by drilling aa,* \Slide and 1/4-inch hole in the rail and pushing the end of the tie into the '"b - one ay 0 `,• hole. -' <<T .�. "` �, Secured Continue the process until all modules in the top row are in 1st mac: '.%e!›.:): ,---,..------7:s. y? -'" \ final place and secured from the top.When complete,every • Stepping gap prepunched hole in the cap strip will be secured by a screw, ,; - - - --\---- ,,-, ` -,• --' and the top end of the first row of modules will be secure. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows(Fig.15).Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail,securing the bottom of the lowest module row. Pug• 21 :18 Li N 1 RAC Unirac Code-Compliant Installation Manual SunFrame ' 9.Installing the end caps ,„,...1111°.''.* ; �.* Attach the end caps to the ends of the rails by securing with 3 ; the truss head sheet metal screws provided(Fig.16). S ftzia .,. Ilk 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 e ` "k C %4" 1.50-1.57 38-40 D %" ,....----,T. 1.77-1.85 45-47 F I. 1.93-2.01 49-51 iI E 11/4" H Sharp lipped modules G I" Sanyo lipped modules ' " '" H %" Page 22 SunFrame Unirac Code-Compliant Installation Manual ii91.1 N1RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5!clamps The answer depends on the orientation of your L-feet and with the 3/8 inch stainless steel bolt provided with the S-5! the length of your standoffs,if used.See the illustration ap See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5!clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. * Frame.Unirac offers an Oatey®"No-Calk"flashings for its steel standoffs and Oatey®or Unirac flashings for its lit, i thi odule ckne aluminum two-piece standoffs.See our SunFrame Pro-Pak " uvanes Price List. I `" How do I attach SunFrame to a standing-seam metal 21/4-+1/8" t[ roof? + A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-5!" clamp,designed to at- * tach a wide variety of products to most standing-seam metal ;v 1;11 Module roofs.It is an elegant solution that eliminates flashings and thickness penetrations altogether. f I vanes ` Module 2114"±t/8 11. I! ! ' thickness `s no 7 t 11 varies 18"± Ig" ... ,:. -l :�� t Standoff height itis"+1/8- (3",4",6",or 7" all± /8") 13/4"+1/8- 1 — --- • Page 23 :PU N I RAC Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc,warrants to the original purchaser the practices specified byAAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation, completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or liability with respect to this limited Warranty This Warranty shall be VOID if installation of chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlierwith Unirac's written installation instructions, for special,indirect or consequential damages of I)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of the Product. or reworked in a manner not previously the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty") Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. 0E i 1411 Broadway Boulevard NE P8 III� Albuquerque NM 87102-1545 USA 24 SURVEY OF PROPERTY SITUATE • e e LAL _—� F:L 7 :�d / TOWN OF SOUTHOLD �� • /o• SUFFOLK COUNTY , NEW YORK i S.C . TAX No. 1000- 128-06- 1 1 4p0 SCALE 1 "=30' '�\ d �,-. ' i NOVEMBER 23, 2009 o� •/ �_� 0'1 OCTOBER 28, 2010 FOUNDATION LOCATION ° - ,- N JULY 1 , 2011 STAKE OUT PROPERTY LINE & FINAL SURVEY / °=y rn 53 �' rn vy� W ' 4 / • CV', \ C:),..; AREA = 58,699 sq. ft. ; TO TIE LINE c & BULKHEAD 1 .348 ac. r e°0 • :2� \ m d. . ' o� o 'vim • e ,.%, / O \ CERTIFIED TO: / �� • • Qo N SUSAN S. GATEHOUSE /" �V, \ ROBERT GATEHOUSE y / 4 • \ /o h ^ o d '• • q * , So, //\ 4. " / '1 / \ c, ' / \ vo " 4x / \ � '• / / / 1 \N ,� / • / • • Sick 1 / \ tr, n • • / O� V8 , . -• \ --1 / \ • k.A- it ,cMc .^ PR / cFF •a • \.- , / \1 \ . 0a � To • 4. / \ V. ' \ \\ \ HT1,\ " a le • \ A '.4. i trl\ \\ • z e O. \ • � < \ c \\ a �, \ a " d \ \ . `v� O 4" , \ \ ' 'Pe-. \ ... ..." , . t...' '1,,\ .• t\11:\\ ‘ \ \ V% * \ \ a \ \ \ \\• STO \_.. N� ` E a p \ V Al.6,C, E\ \ \ • A . rc 4 N \ • \kG \2 . °U U w1R \ GNO PG1. 0 Fp' P0 ° m \ QOO 0 \ -,.. ,N,v,,, • 'G .d -` k)\- \F1 \ \ r -• . . •.• ,q.\-' \-;°--\ z, z. . ' 4 1 G ' . \ 20' CZ c'trsz\ .\v,o „O .. \ 0 o C:•'2, \ \ \ l'''' \ 0 d -0 ' '•'C \ \ ,.,..\_. \ 0 \ < d as yo SEPTIC SYSTEM TIE MEASUREMENTS , ^/ `\ �P oot \ �wE�� \ 00 N w 4 �OE.P'S� l\y�/ Q05S O��PN \ �°� HOUSE HOUSE °E— oc� °\los•. �� CORNER A CORNER B Ffa E0.Sw \'.a a }( � �� R�wC 6 1 ® �5` CLEANOUT • N / .��, (o o \t\o m 35.5' 24' m`�,\;�� •4 ---V'17o � �S�� )'^`\ 0 1_S� $� COVER �C" f \ d- P 4 \\ �/ \� ods SEPTIC TANK �\ \ g ,D0 -•t• �� •��• wooer \\°��P� yF• OUTLET COVER 56' 79' 1e 0. (��Ij SS` o� LEACHING POOL eE9��• \ 2 � / R2; V. '16•C).-- COVER .o� COVER 1 63.5 91' \ \ 2, ,// FEtP�•P F- �d LEACHING POOL \ 19$ �� c:: 15' GPR s COVER 2 69 89.5' \v� \ oo�o� �� 'rn rySF 2. ,o / FYI pO�E S w�� \'\'3 s Jo • h 9" 1. 0.);(c, 000 O / \ / 1 14\ v".-FpPPE �5 S��PS 0C- 1-5 6 S%/I� c��FQS N\\'/ $� \i''' \\ �/ N ) °Z �''- Q' ' %a� _ \sem r" t-) NOTES: R�wE� 4A-°,9°,-, p 1d rn. /,\- '\N1014 O. 1 . FLOOD ZONE INFORMATION TAKEN FROM: o \ --, / �o,i, °ONG �rON� �. ,�(0' FLOOD INSURANCE RATE MAP No. 3610300483 H \ ,) / mss' °0NG /� �� -` ZONE VE: COASTAL FLOOD ZONE WITH VELOCITY HAZARD (WAVE ACTION); o \0\1\ /T / //��s o C� N. BASE FLOOD ELEVATIONS DETERMINED yw-� ��j��••�•j% / M ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. o"- . \ // .. � � o / "�N \// P,� o •,�� !�P S 06° '27 Qe <,\fovF. oa P�Jv 06 " ,,C, ,e x W PREPARED IN ACCORDANC r'H HE�tINIMUM oo� C0 1_i 30 00.i0°o W 26.93' STANDARDS FOR TITLE$ PAEiLISHED BY THE L.LA.L.S. At AP,F' G MfANOPT,IP w --,-2., y�v /� CD FOR SUCH USE ?zip sir ,� R . c_,`x, 00� \_ TITLE ASSOCIATIO +S f1, Cc 9 �p�V/ ' WOOD Oiiitrs � " to n� oo' , W oo ...i.4,, dao ° 13.57 p S 34 46 26" W �//0-)� i(1 .1�r y ��ptiC�S �1.j,1,. 2o.93' 00 Fp LANDS -- #. S 20°22'07" W N.Y.S. Lic. No. 50467 w� I re , °r+ / r 49.47 UNAUTHORIZED ALTERATION OR ADDITION . GONO,M Nathan Taft Corwin ' EDUCA C..0 OT ON ZLAW.OF YORK STATE , OVNO �'\'A? \ " WOot)a Land S ta r v e y o r COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR ° ?,\)(,c,. �, ,7 o EMBOSSED SEAL SHALL NOT BE CONSIDERED s TO BE A VALID TRUE COPY. i / ��,. 7 , JS CERTIFICATIONS INDICATED HEREON SHALL RUN / 1 a 3 •83' '' 1�. Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY 4° �l� Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE i� 46, TITLE COMPANY, GOVERNMENTAL AGENCY AND ^� '6', Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND ,VOI j �<•4D` ) TO THE ASSIGNEES OF THE LENDING INSTI– U �,/ PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. • , OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY C.,. 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ti Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 29-278D