Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
38482-Z
Town of Southold Annex 1/9/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 tv, CERTIFICATE OF OCCUPANCY No: 36694 Date: 1/9/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 40200 Route 25, Orient, SCTM 473889 See/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/28/2013 pursuant to which Building Permit No. 38482 dated 11/6/2013 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 AS APPLIED FOR The certificate is issued to Nigh Enterprises Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38482 12-20-2013 PLUMBERS CERTIFICATION DATED Auth oSir ham, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE $ SOUTHOLD,NY n ~f 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 38482 Date: 11/6/2013 Permission is hereby granted to: Enterprises Inc PO BOX 333 Orient, NY 11957 To: Installation of roof mounted solar panels as applied for. At premises located at: 40200 Route 25, Orient SCTM # 473889 Sec/Block/Lot # 15.-9-8.1 Pursuant to application dated 10/28/2013 and approved by the Building Inspector. To expire on 5/8/2015. Fees: SOLAR PANELS $50.00 CO - COMMERCIAL $50.00 Total: $100.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 ` Date. Iol~ I ( New Construction: Old or Pre-existing Building: x (check one) Location of Property: 40200 Main Road Orient House No. Street Hamlet Owner or Owners of Property: MGH Enterprises Inc. Suffolk County Tax Map No 1000, Section 15 Block 9 Lot 8.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ~C) pplicant Signature f3f so Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P0. Box 1179 CA 4~-k Southold, NY 11971-0959 ;9S roger. riche rt(a)town. so Litho Id. ny. us coufm " BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: VIGH Enterprises, Inc Address: 40200 Main Rd City: Orient St: NY Zip: 11957 Building Permit 38482 Section: 15 Block: 9 Lot: 8.1 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 Indoor Basement Service Only Commerical Outdoor I st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey H Attic Garage INVENTORY Service 1 ph Heat Duplec; Recpt Ceiling Fixtures HID Fixtures - Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors - Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors - Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps - Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks - Disconnect Switches Twist Lock Exit Fixtures TVSS - Other Equipment: 20274 waft roof mounted PHOTOVOLTAIC SYSTEM to include 62-Sun Power, SPR-E20-327 modules, 2-SPR8000m & 1-SPR5000m inverters Notes: Inspector Signature: Date: Dec 20 2013 81-Cert Electrical Compliance Form.xIs *-tom TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: tov Sie'Q~ rud DATE (L zP/C3 INSPECTOR Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 C Bohemia, NY 11716 P Fax: 631-382-8236 www.pacificoengineering.com G` engineer@pacificoengineering.com December 20, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for MGH Enterprises - Orient by the Sea 40200 Main Road Orient, NY 11957 1 have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer pF NEbtr Y Paci~,coy~ or w 2 F 0 0661 2 Q`~ ~ \I Ralph A9 r NP~n )!near NY 0661 04744306 JAN _ 7 I j _ 2014 FIELD OM DATR commSNTB W oQ b l FOUNDA170N (1ST) 00 e 'aa FOUNDATION (2ND) z 0 OROUGH FRAM NG & PLUMBING IML ATION PICA N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMZNTS ~i L7,cC ~ 0~ . 06 _o 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 3Q(.19t9 cd4 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined , 20T3 I Storm-Water Assessment Form OCT 2 8 ~~13 i eg*tact: Approved , 20 II't~ Mail to: GreenLooic LLC Disapproved a/c f 25 County Road 39A, Southampton, NY 11968 r/----' Phone: 631-771-5152 Expiration 201 Building Inspector APPLICATION FOR BUILDING PERMIT r Y- Date W~ , 2013 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name, if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Contractor Name of owner of premises MGH Enterprises Inc. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer a and title of corporate officer) Builders License No. 40227-H Plumbers License No. Electricians License No. 43858-ME Other Trade's License No. 1. Location of land on which proposed work will be done: 40200 Main Road Orient House Number Street Hamlet County Tax Map No. 1000 Section Blob Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Restaurant/Marina b. Intended use and occupancy Restaurant/Marina 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost $41,027.09 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify,' nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 1979 Name of Former Owner Orient by the Sea Inc. (Edward Arnold) 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re-graded? YES NO-Will excess fill be removed from premises? YES NO_ O~cj Main I d- 14. Names of Owner of premises MG, N E 4rNi~S Address (-ieA NJ y Phone No. Name of Architect Address Phone No Name of Contracto oeQr)L iGLk-(- Address Phong No.6~ I - `J 11-S is ~(,`~,r1-hcun n Y I I y6 8 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SuffoQlk) K Iy{"~ M 1 ~KC--P being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' -7 day of lC~ 20 5 Ooh ~ 9 1 _ r NOTgq n Notary Public ° 3 qr~ ¢ Signature of Applicant O ~ FSLIC OG 2a 06s~ 07R 2rY STATE -levy ~ `~o (03I - 1-11- S I s~ I ~o~~aF so~ryo~ Town Hall Annex Telephone (681) 765-1802 54375 Main Road (681) 765.9502 P.O. Box 1179 rolrer.richertCdt'o"NRI.SODU101f1.ny.Us Southold, NY 119714959 BUIIDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Barbara Casciotta Date: I GIB SI13 Company Name: GreenLo is LLC Name: Robert S pala License No.: 43858-ME Address: 425 County Road 39A Southampton, NY 11968 i. Phone No.: 631-771-5152 i JOBSITE INFORMATION: (*Indicates required information) *Name: MGH Enterprises, Inc. *Address: 40200 Main Road, Orient, NY *Cross Street: j *Phone No.: 631-323-2424 ' Permit No.: kLl g D. Tax Map District: 1000 Section: 15 Block: 9 Lot: 8.1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Roof mounted solar electric system 62 SunPower SPR-E20-327 Modules 20,274 Watts 1 SunPower SPR8000m, 1 SunPower SPR7501f & 1 SunPower SPR4200p-TL inverters (Please Circle All That Apply) *Is job ready for inspection: YES /Q Rough In ED *Do you need a Temp Certificate: NO Temp Information (if needed) *Service Size: ® 3Phase 100 150 200 300 350 400 Other *New Service: R , ~ecf Uhdefgr~uhj [Nu of Meters Change of Service Overhead Additional Information: jr PA T DUE WITH APPLICATION OCT 2 8 201 E2-Request forinspeclioo 'r_;!n1~ Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROMM OUNNUMON -d ¦OCpTga T.MV , 1 THE wt1AWIN0 wCTloxs MAY RIQYtRti THE ON OO TRO Or A Y~ RW PLAN Iwo rI a; t C(7L s w B&OI ox rFssfdFOCCIR xmu STATE UP IRW Witt -WATM SCOPE OF WORK - PROPOSED CONSTRUMON rrEM # / WORK ASSFSSXDM Yes No a. What b Ole Total Aran othee Project Parcels? ' 1 All We Project ReWn AN Storm-Water Run-off (Wude Toth Area of aN Parab located wbin Generated by a Two (2*) Inch Randal on SRS? - the Sxrps of Work for Proposed Construction) (er. rAOasl (This Item will Include all run-off created by site b. What Is the Trial Area of Lend Clearing clearing and/or construction activities as well as all and/or Ground Olelulbann for the proposed Site Improvements and the parmartard creation of construction acWay7 impervious wrfewsJ her. eA~.) 2 Dees the Site Plan and/or Survey Show AN Proposed / PROVIDE' BRIEF PROIEGT DESCRIPTION prwWSAeeaew Pprrarwa Drainage Structures Indicating Size a Location? This ? Item shall Include NI Proposed Grade Ch r4as and '(r- Slopes Controlling Surface Water Flow. 3 Doe. the Site Plan and/or Survey describe ft erosion a ~J a2.C C ~jL/ ,~>1 and sediment control practices that will be used to control silo erosion and slam water discharges, This stern must be matirdalned throe irout to Entire Construction Period. 4 WII this Project Rei udro any Land Filling. Grading or / Excavation whwe gyro Is a Marge to the Natural ? Existing Orade Involving more than 2DO Cubic yards of Material within any Parcel? 5 Will this Application Require Lend Dlshrdrg ArdMtiss Encompassing an Area In Exom of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? 6 Is Merv a Natural Water Courts Running through the Sale? Is this Project wiWn the Trustaesjurinllotion awterd sec SWPPP Houses Name: or within One Hundred (10G) featof a Wast rd or snMdldondaswPlep is Wtl for am CarbuAon nowes lnvdit eW Beach? p4terbencee of ons (1)er sees seas; teAdhg diehebeeMdbce can one eta elan 7 Will Mere be Site preparation on Existing Grade Slops e / ampadofa Wpsr cennlon Plan that wM uErably dlebeb one ormsee ws dbnd: which Exceed Fifteen (15) fset cfVaNcal Rlw tD InAK lg CarbucNOn selMNes erecbaa sdld6aa6ancsof less then we(1)as, where One Hundred (1001 of Horizontal Distance? ea occ hM m ernsned sat a SPDES pnnN b ragaed for" , Water aeya g s, (OWPPe Moll east dw tanlmum Req iea.nte of firs ernes tieserd Pwme 8 Will Driveways, Parfift Areas or other Impervious fgrabm wrier abohegea tiwn Qestruclim seNNy • Pere at Na Ovadeatit.) Surfaces be Sloped to Direct StonwWaMr R n.O f a 1. The VNPPP deol lis prepared POW to the suhrNal of ohs Not. Tta Not chest be Into and/or In the direction of a Town eight~ tnbOMW b the Depaitad Prior to tlr oocesteemwdOf'construction adNq. / 2. The bWPPP 00deeorile eaemdon and sadjoint of practices and wawa 9 WIN this Project Require the Placement of Minarlsl, .V// requM,pstcwrwdbn atomw te ar mragemnt eeWdee NetdtavsdanNg Removal of Vegetation and/or the Carglrucibn of say constructed to ream he pnNuWra hstommwabrdlschoWandbawen, Item Within the Town Rlghtof-Way, or Road Shoulder - - Wnlp arm, with the tome and conditions of this DwiNL in hiclow, he SMRPPHas Area?fret U.w,du lasruaNr Y.e.rwawah wAPwrd gtaNpofabemwelerdfMdaaes.onwMCh nay neMeuhly bl expadadbeaedtla NOTE: NArp.Mewerbousew OStamtahNMbAnswwadWaaoaakAWk s.ANSWPPPsedngasMepoeboaahuctlonebnnwea agemwdpmwm In aBONMadohmwrableasamdbbbft pbMMeen4 MaP.atbeherr, cwnporant shat be prepwM by a QWMW Dews Professional Licensed In New Veda asamnWw.r,Oaring, Orwnate a Ereaba Cereral Nan is fbeeead by da TWawa New is eneawdomele In ca prhtlpbe and pecmee W seem Water mat" nlrm. eeuMMW and NUw bs eubnXfed MReviMW Mere Muarrse MAny addby Prnir. g»Ta: AfTea4 NbklJ)erWwArawiwsadr tkasibn YRpiedMs(beaYbAge+bN STATE OF NEW YORK, <<,' ee COUNTY SS Tlut duly swom, depoxs and says that he/she is the applicant for Pemsi% (tome d trrdetaral dgNng °vprA°M40....... And that he/she is the .'(Omer. Contrecb. Agent Caps e t Other. ate) Owner and/or representative of the 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 lknow)edge and belief; and that the work will be performed in the manner set forth in the a 'on filed herewith. Sworn to before the this; ~pM.4R 90 ....•••4...................~.daaayof9Q. ..1J. . .F... f, Norary Public: / ~yr ........N{YF ?m 90. .I~...........:_...... (agraYa° of Appbd) FORM - 06110 q r ~ 32 `BLIC o oG?'Jy OIR01>Z~0. . Sl+tTE OF Gi~?GREENLOGICO ENERGY October 4, 2013 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of MGH Enterprises who have engaged us to install a roof-mounted solar photovoltaic (PV) electric system for their business at 40200 Main Rd, Orient. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (SunPower SPR327) • 2 Spec. sheets of the inverter (SunPower SPR8000, 4200p &7501f-1) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for $100 ($50 Building Permit/$50 CO) • Application for Electrical Inspection with a check for $100 Please let us know if you need anything else in connection with this application. Yours truly, 0T 2820!13 Barbara Casciotta Account Manager GreenLogic LLC 631-771-5152 ext. 117 GREENLOGIC. LLC • www.GreenLo,gic.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 G ~?GREENLOGICO ENERGY January 6, 2014 L JAN - 7 2014 J The Town of Southold Building Department - ---J 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 38482 MGH Enterprises 40200 Route 25, Orient To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for MGH Enterprises' solar electric system, which we installed at 40200 Route 25, Orient. Please arrange to send the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, 6 0 A,d-l l,X[t-- Barbara Casciotta Senior Account Manager BarbaraC@Greenlogic.com 631-771-5152 Ext. 117 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877 771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., H108 Southampton, NY 11968 Rosyln Heights, NY 11577 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 5/25/2006 No. 40227-H SUFFOLK COUNTY Home Improvement Contractor License This is to certifv that MARC A CLEJAN doing business as GREEN LOGIC LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County ofSuffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUNYER AFFAIRS ID CARD Director z i i i Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT J SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT I DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS Ip CARD Director P` .0OO. BENEFITS The World's Standard for Solar High performance and high reliability ' - " inverters for use with SunPower photovoltaic panels - the most efficient and reliable panels on earth. High Efficiency Transformerless inverter technology enables maximum inverter efficiency of up to 97.1 % and CEC efficiency of up to 96.5%. ` Design Flexibility and Yield Maximization _ Two maximum power point trackers expand deployment options and maximize energy harvest when irradiance varies across the array. Guaranteed Performance Reliable and robust design has a proven record for durability and longevity. SPR-3000p-TL-1 ~ SPR-3600p-TL-1 SPR-4200p-TL-1 SPR-5000p-TL-1 SPR-6000p-TL-1 The SunPower SPR-3000pTL-1, SPR-3600p-TL-1, SPR-4200p-TL-1, SPR-5000p-TL-1 & SPR-6000p-TL 1 offer proven reliability and superior performance. Their robust and precision designed electronics housing offers UV-resistance and corrosion protection and is suited for both indoor and outdoor (NEW 4X) SPR-3000p-TL-1, SPR-3600p-TL-1, applications. All models come with a standard 10 year warranty. SPR-4200p-TL-1, SPR-5000p-TL-1 & SPR-6000p-TL-1 .0OO. Electrical Data SPR-3000p-TL-1 SPR-3600p-TL-1 SPR-4200p-TL-1 SPR-5000p-TL-1 SPR-6000p-TL-1 Input Variables (DC) Max. usable power per MPPT 2000 W 3000 W 3000 W 4000 W 4000 W Number of MPPTs 2 MPPT range 160 V 530 V 120 V 530 V 140 V 530 V 200 V 530V 200 V 530 V Sti voltage 200 V (adjustable 120 V 350 V) Open circuit voltage 600 V Max. input current for both MPPTs 20.0 A 32.0 A 32.0 A 36.0 A 36.0 A in parallel Max. usable current per MPPT 10.0 A 16.0 A 16.0 A 18.0 A 18.0 A Number of string inputs per MPPT 1 1 1 2 2 Output Variables (AC( Nominal power 3000 W 3600 W 4200 W 5000 W 6000 W x208 V 14.5 A 17.2 A 20.0 A 27.0 A 30.0 A Max. AC output current at: 240 V 14.5 A 16.0 A 20.0 A 23.0 A 28.0 A 277V 12.0A 16.0A 20.0A 20.0A 24.0A Rated frequency 60 H. cos phi > 0.995 Number of grid phases 1 General Electrical Data Max. efficiency 96.9% 97.0% 97.0% 97.1% 97.1% 208 V 96.0% 96.0% 96.0% 96.0% 96.0% CEC efficiency, al: 240 V 96.0% 96.0% 96.0% 96.5% 96.5% 277 V 96.0% 96.0% 96.0% 96.5% 96.5% Stand-by consumption < 8 W Switching plan transformerless SPR-3000p-TL-1 SPR-3000p-TL-1 Mechanical Data SPR-3600p-TL-1 SPR-5000p-TL-1 Features SPR-3600p-TL-1 SPR-5000p-TLA SPR-4200p-TL-1 SPR-6000p-TL-1 SPR-4200p-TL-1 SPR-6000p-TL-1 Display 16 characters x 2 lines LCD display Warranty 10 years Ambient temperature -25'C +60'C' Conformity to A 1741, CSA-0222 N. 107.1-0 1, IEEE 1547, cCSAus (-13 °F +1401) standards Additional certifications are available upon request PV array isolation control GFDI Interface RS485 Connections DC s AC: screw terminal block SPR-6000p-TL-1: 96.5% CEC efficiency at 240 VAC Cooling convective cooling, no fan 100% Protection class NEMA 4X Noise emission < 50 dB at 1 meter DC-switch Integrated E 200V E 345 V H x W x D 859mm x 325mm x 222mm 1052mm z 325mm x 222mm f 480V (33.8" x 12.8" x 87") (41.4" x 12.8" x 8.7") y 21 3 kg 27.0 kg 0 0.2 0.4 as 4.e 1 Weight (47.316s) (59.516) Fraatundrasedcutput power, Pdi,w_ e+ua.n'^,"+.srclisrgb,vI.I.rI svea P ""d5wa20DPaladve"..sacg2rryM,SPR.sroopal".dSPx000P LI About SunPower SunPower designs, manufactures, and delivers high-performance solar electric technology worldwide. Our high-efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels and trackers deliver significantly more energy than competing systems. SUNPOwER o,d *e SuNPOwER logo ore trod mork, o,,.g~,rer~d rroo-cok, of sunP._ C.1,o'- su n powe reo rp. CO rn 0Fe61mry 20125-Pa..r Caryomllon. Allri801s reserved Speciflcalion, included In rFlr domaFeamre mbienmcFonge wllFOUl norico Sa0545 Rea. 0 / LT EN SUNPOWER STRING INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE BENEFITS Reliable and Robust Design Proven track record for durability and longevity Modular and Flexible Modular cabling and power units enhance safety during wiring and installation, and a removable power area simplifies servicing ; Integrated DC Disconnect Built-in DC disconnect includes a locking mechanism for enhanced safety. rV High Efficiency CEC efficiency of up to 96.0% and a peak efficiency of up to 96.2%. High efficiency through entire MPP range k .dk The SunPower SPR-6501f-1 UNI and SPR-7501f-1 UNI inverters offer proven reliability and superior performance. Their robust and precision-engineered metal housing provides UV resistance and corrosion protection and is ideal for indoor or outdoor ENEMA 3R) applications. Both models come with a 10 year warranty. SPR-6501 P UNI & SPR-7501f-1 UNI EXCEPTIONAL SUNPOWER STRING INVERTERS RELIABILITY AND PERFORMANCE CEC EFFICIENCY AT 95.5% Electrical Data 100 SPR-6501f-1 UNI SPR-7501f-1 UNI 95 goo~ Nominal 90 AC power PAC. no. 6500 W 7500 W es Nominal 31.3 A @ 208 V 36.1 A @ 208 V AC output IAC ma. 27.1 A @ 240 V 31.3 A 1240 V w 80 current 23.5 A @ 277 V 27.1 A 1277 V X230 Vita ]5 X390 Vdc Voltage range at 183 - 229 V (12/+10%( 1208 V deg vac VAC 211 - 264 V I-12/+10%( @ 240 V L___- - - . nominal AC voltage 244 - 305 V 12/+ 10%) 1277 V ]a a% laei my 30i 409" sg=r so: 70°r, ea°r. go°r. rap°r, AC frequency/ %of rRmea output Power fACnom 60 Hz / 59.3 60.5 Hz range Mechanical Data Power factor cos rp 1 SPR-6501f-1 UNI SPR-7501f-1 UNI Peak inverter Amax 96.26 efficiency Shipping Dimensions 20.3"x42 7"x14.4" WxHxD 950%0208V 95-0%@208V CEC e(Raency "CEC 955% @ 240 V 95.5%@ 240 V Unit Dimensions 96.0%0277V 96.0%@277V WxHxD 171"x38.1x9.9 Max. input it max 7500 W 8600 W Unit Weight 81 Ibs power r Ml voltage range VDC,11P 230 V 500 V Shipping weight 90 to, Number of MPP I Topology High frequency transformer trackers Max. DC input Cooling Controlled forced callifmion, variable ran speed voltage VDC'rus 600 V Enclosure NEMA 3R Max. CIC input 'CCs- 30.4 A 35.1 A current Mounting venial wall mounting DC harmonic <39a distortion Ambient temperature range -13"F to+131"F Number of string 6 inputs Warranty and Conformity to Standards Number of phases on AC side SPR-6501f-1 UNI SPR-7501f-1 UNI DC disconnect Integrated DC disconnect switch Womanly 10 year limited warranty Preconfigured for positive DC grounding and use with SmuPower PV modules Grounding UL 1741.2010 Reconfigurable in the field for negative IEEE 1547-2003 DC grounding and use with Serengeti Ps' modules IEEE 7547.1 Conformity to standards ANSI/IEEE C62 e1 Ground fault FCC Pont 15 A 8 8 detection Included NEC Article 690 C22. 2 No. 107.1-01 (September 2001) Nightime power consumption <LS W About Sunflower Sun Power designs, manufactures and delivers high-performance solar electric technology worldwide. Our high-efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles, and trackers deliver significantly more energy than competing systems. SUNPOWER and the SVNPOWERIago are mdemorks or reg'utemd trademarks of 5,.Fowel C-lusamon sunpOwercorp.com ® November 2010 SonPOwer Corporation. All rights resemd. Specilimfiom included in fhb dolosheeel are ore sublad to change wilM1om notice. pocument p 001 r64195 Rev'A / LiR EN 111 6111 111 • • :111 SUNPOWER STRING INVERTERS BENEFITS Reliable and Robust Design a, - Proven track record for durability and longevity Effective Power Range _ Enables most systems to use a single a inverter rather than multiple units Commercial Use Flexible AC voltage output and scalable building blocks create an easy solution for commercial applications High Efficiency Weighted CEC efficiency of at least 95.5% and peak efficiency + of at least 96.5% Reduced Installation Cost Integrated DC disconnect with fuses lowers material costs and labor requirements SunPower SPR-5000m, -6000m, -7000m and -8000m Attractive Aesthetics inverters offer superior reliability and performance and Integrated disconnect eliminates can be easily integrated into residential or commercial need for visible conduits to inverter installations. All models are backed by a 10-year warranty. SPR-5000m, -6000m, -7000m and-8000m sunpowercorp.com 1-800-SUNPOWER Y In SUNPOWER r / / / -6000m,-7000m • • -8001 STRING Electrical Data Mechanical Data String Inverters SPR-5000m SPR-6000m SPR-7000m SPR-8000m SPR-5000m, SPR-6000m, AC Nominal Power 5000 W 6000 W 7000 W 7680 W @ 240 V SPR-7000m and SPR-8000m 8000 W @ 277 V AC Max Output Current 10 208V, 24 A, 21 A, 18A 29A, 25A, 22A 34A, 29A, 25A N/A, 32A, 29A Shipping Dimensions 240V• 277V): W x H x D (inches) 23.5" x 31.0" x 16.0" AC Nominal 103-229 V@208V 183-229 V 0208V 183-229 V@208V N/A@208V Voltage/Range 211 - 264 V @ 240 V 211-264 V 0240V 211-264 V@240V 211-264V 0240V 244-305V 0277V 244-305 V 0277V 244 - 305V @ 277 V 244-305 V@277V Unit Dimensions 18.4" x 24.1" x 915" AC Freq/Range 60 Hz/59.3 Hz- 60 Hz/ 59,3 Hz- 60 Hz/59.3 Hz- 60 Hz/59.3 Hz- Wx H x D(inches) 60.5 Hz 60.5 Hz 60.5 Hz 60.5 Hz Power Factor 0 99 0.99 0.99 0.99 141 Ibs for SPR-5000m, (Nominal) Inverter Weight -6000m and -7000m / Peak Inverter 148 Ibs for SPR-8000m Efficiency 96.8% 97.0% 97.1% 96.5% CEC Weighted 95.5% @ 208 V 95.5%@ 208 V 95.5% @ 208 V N/A @ 20B V 148 Iles for SPR-5000m, Efficiency 95.5% @ 240 V 95.5%@ 240 V 96.0%@ 240 V 96.0%@ 240 V Shipping Weight -6000. and -7000m 95.5%@277V 960%0277V 96.0%@277V 96.0%@277V /15216, for SPR-8000m Recommended Maximum PV Power 6250 W 7500 W 8750 W 10000 W Forced Air/ Sealed (Module @ STC) Cooling Electronics Enclosure DC Input 250 - 600 V 250 - 600 V 250 - 600 V 300 - 600 V Voltage Range Enclosure NEMA 3R Peak Power 250 - 480 V 250 - 480 V 250 - 480 V 300 - 480 V Wall Mount Tracking Voltage Mounting Bracket Standard DC Max- 21A 25A 30A 30A Input Current Ambient _I3 to +113 "F DC Voltage Ripple 4% 4% 4% 4% Temperature Range No. of Fused 4 4 4 4 String Inputs Power Consumption: <7W/O1 W Operation/Nighttime Warranty and Certifications Topology Low frequency transformer Warranty 10 year limited warranty Fused DC Disconnect Standard; Complies with NEC Standards Compliance: IEEE-929, Configurable in the field with integrated grounding kit: Cerfifications IEEE-1547, UL 1741, Electrical Grounding SanPower- Solar Panels: DC circuit positively grounded UL 1998, FCC Serengeti'" Solar Panels: DC circuit negatively grounded Part 15 A&B SPRm EFFICIENCY CURVES 18.4° 9.5" loo 95 250 V k 90 310 Vd y 480 Vd 0 es 24.1„, v ~ ao 7s n 0% 10% 2n 30% 40% 50% on 70% eox on 100% % of rated output power About SunPower Founded in 1985, Sun Power Corp. (Nasdaq: SPWRA, SPWRB) designs, manufactures and delivers the planet's most powerful solar technology. Residential, business, government and utility customers rely on the company's experience and proven results to maximize return on investment. t'~ SUNPOWER and the SUNPOWER bgo ore rmde-, or regrnemd eadmke of!-Rower Coporatian. Sun Powereorp.eom Muly 2010 SuuPower Corporation. All rigth reserved. Speohmuons included In this darosheer are eobiecr It thongs -norr nonce Cow r-P R 001-I p96] 0.er-B Pacifico Engineering PC Engineering Consulting Bo 700 Lakeland Ave, Suite 28 Prr G Ph: 631-988-0000 Bohemia, NY 11716 E GW P Fax: 631-382-8236 www.pacificoengineering.com - c engineer@pacificoengineering.com October 15, 2013 Town of Southold Building Department OF o, q° r 54375 Route 25, P.O. Box 1179 N[ V, Y J-1 1K S 1 & TO H CODS ` Southold, NY 11971 AS REQUIRED AN-, "3N~'Ti~"~3 X4~ 2~ pp X75 ~P_ o~ Subject: Solar Energy Installation for MGH Enterprises - Origin y theme Sea 40200 Main Road F( Orient, NY 11957 r OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE Ri. OF OCCUPANCY YoR nEt.o_;,d , cc rr, I have reviewed the roofing structure at the subject address. The structure can suppdrt'the`add*orfiWt'4G li it of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A B C Mean roof height 13 ft 13 ft 13 ft Pitch 5 1/2 in/12 2 in/12 2 m/12 Roof rafter 2x8 2x10 3x8 Rafter spacing 16 inch on center 16 inch on center 24 inch on center Reflected roof rafter span 13.7 ft 16.3 ft 10.6 ft Table R802.5.1(1) max 16.8 ft 20.6 ft 16.0 ft The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, Speed, 3 pnet30 per Point GEOGRAPHIC DESIGN Category Snow Load, sec gust, ASCE 7, Pullout Fastener type CRITERIA Pg mph psf load, lb Roof Section A C 20 120 57 783 (2) #14-13 x4.5" DP1 Concealer Screws B 57 1167 (2) #14-13 x4.5" DP1 Concealer Screws C 57 1167 (2) #14-13 x4.5" DP1 Concealer Screws Weight Distribution OF NF qE w y array dead load 15 psf ~N Pqp/~i 09 load per attachment 214.9 lb „ STCWATER R? I' OF ~O 'rJ TO CFAVHR 236 C r TI-;E TOWN CODE. ¢ Ralph Pacifico, PE Z Professional Engineer ~a N6` ~ r ~ I r°1ns1~L OA9O fs1 O pNSf~fE t~u~p+l q ~ppp .p Ralph Fad i ngineer NV 036182 / NJ 24GE04744306 G tLOGIC, GreenLogic, LLC Approved NIGH Enterprises 40200 Main Road Orient, NY Surface #1: Total System Size: 20.274kW Array Size: 4.578kW 2 strings of 7 on SPR5000m Azimuth: 162° Pitch: 25° O Monitoring System: N O SunPower Specifications: ? Panel/Array Panel: SunPOwer 327w Racking: Um ac Sun Frame Panel: 61.39" X 41.18" Array: 368.34" X 128.04" xxxx Surface: 36'9" X 15' 11" Magic 41.93" Legend: ni Ra SunPower m Panel xxxx UniRac SunFraFrame Rail • 33 Eco-Fasten Quick Foot 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used Green Fasten, UniRac, ! SunPower,SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: << ~Q0 PACr~~ *P) CG t ~ ~ I t rf ~~,0 066182 Q,~M1J FESSIO Drawn By MVP Drawing # 1 of 8 Date: 8/7/13 REV: A Drawing Scale: 3/16" = 1.0' GREEIN LOG1C7GreenLogic, LLC Approved MGH Enterprises 40200 Main Road Orient, NY Surface #1: Total System Size: 20.274kW Array Size: 4.578kW 2 strings of 7 on SPR5000m Azimuth: 162° Pitch: Monitoring System SunPower i4 PanellArray Specifications: 17- -1 j Panel: SunPower 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 368.34" X 128.04" Surface: 36' 9" X 15' 11 Magic 41.93" r Legend: J1 [L, SunPower 327W Panel ® UniRac SunFrame Rail • 33 Eco-Fasten Quick Foot 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: GreenFasten, UniRac, SunPower,SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: ILI :r- ~r N ~ 5 066182 elf . Drawn / MVP Drawing # 2 of 8 Date: 8/7/7113 REV: A Drawing Scale: 3/16" = 1.0' GREENLOG1C GreenLogic, LLC Approved MGH Enterprises 40200 Main Road Orient, NY Surface #1: Total System Size: 20.274kW Array Size: 4.578kW 2 strings of 7 on SPR5000m Azimuth: 162° O Pitch: O Monitoring System: SunPower Panel/Array Specifications: Panel: SunPower 327w Racking: UniRac SunFrame Panel. 61.39" X 41.18" 1 2 _ Array: 368.34" X 128.04" Surface: 36'9" X 15'11" 777 Magic 41.93" Legend:-- - SunPower 327W Panel 1 2 ® UniRac SunFrame Rail F1 • 33 Eco-Fasten Quick Foot 1 - - H 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used GreenFasten, UniRac, SunPower,SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: ~V\\' qP A PAC/,, t- t .y I ~~A X66182 4;` S`~®a, Drawn By: MVP Drawing # 3 of 8 Date: 8/7/13 REV: A Drawing Scale: 3/16" = 1 .0' GREENLOGIcl GreenLogic, LLC Approved MGH Enterprises 40200 Main Road Orient, NY Surface #2: _ Total System Size: 20.274kW Array Size: 15.696kW 3 strings of 8 on SPR8000m 3 strings of 8 on SPR8000m Azimuth: 162° Pitch: Monitorinx x x x g System: N SunPower Panel/Array Specifications: s: xxx - Panel: SunPower 327w Racking: UmRac SunFrame Panel: 61.39" X 41.18" tt x Array: 491.12" X 295.76" Surface: 44'1" X 28' Magic 41.93" Legend: El j ~ SunPower 327W Panel ® UniRac SunFrame Rail xx xx • 88 Eco-Fasten Quick Foot 2z " Douglas Fir Rafter 16" O.C. xxxxxxxxi Notes: Number of Roof Layers: 1 zff Height above Roof Surface: 4" Materials Used: Green Fasten, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: CI_ I I ? QN PAC/~ r h i ~ I 'A 06610 Drawn By: MVP Drawing # 4 of 8 Date: 8/7113 REV: A Drawing Scale: 1/8" = 1.0' GRLE_NLOGIC GreenLogic, LLC Approved MGH Enterprises 40200 Main Road Orient, NY Surface #2: Total System Size: 20.274kW Array Size: 15.696kW 3 strings of 8 on SPR8000m 3 strings of 8 on SPR8000m Azimuth: 162° _ Monitoring System: 1 SunPower _ Panel/Array Specifications: Panel: SunPower 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 491.12"X 295.76" Surface: 44' 1" X 28' Magic 41.93" Legend: SunPower 327W Panel ® UniRac SunFrame Rail • 88 Eco-Fasten Quick Foot 9 2x" Douglas Fir Rafter 16" >1 O.C. Notes: " Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used GreenFasten, UnIRac, SunPower,SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: ~V pN PACj 'f 0 Q,P C' ~~~,o X661 B2 F; ~ESSIO~j' Drawn By: MVP Drawing # 5 of 8 Date: 8/7/13 _ REV: A Drawing Scale: 1I8" = 1.0' JI GREENLOGIC GreenLogic, LLC Approved MGH Enterprises 40200 Main Road Orient, NY Surface #2: Total System Size: 201741M Array Size: 15.6961<W 3 strings of 8 on SPR8000m 3 strings of 8 on SPR8000m Azimuth: 162° Pitch: Monitoring System: 3 SunPower Panel/Array Specifications: Panel:SunPower 327w 4 3 Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 491.12" X 295.76" 4 5 Surface: 44' 1" X 28' Magic#:41.9.3" _ Legend: 5 ~ SunPower 327W Panel ? UniRac SunFrame Rail • 88 Ecw-Fasten Quick Foot 6 - - ~ ~ 2x_" Douglas Fir Rafter 16" O.C. - 7 Notes: - Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: GreenFasten, UmRac, _8 SunPower, SMA Added_ Roof load of PV System: 3.5psf EngineerlArchitect Seal: r.~ ?p A PAChr_ r` s BOA 066182 C'. . ~v,cEs Drawn By MVP Drawing # 6 of 8 Date: 8/7/13 REV A Drawing Scale 1/8, = 1.0' CtG(RFE LOGIC' GreenLogic, LLC Approved MGH Enterprises 40200 Main Road Orient, NY Total System Size: 20.274kW 2 strings of 7 on SPR5000m 3 strings of 8 on SPR8000m 18" Service Walkway 3 strings of 8 on SPR8000m Azimuth: 158° Pitch: ° 18" Service Walkway I Monitoring System: N SunPower Panel/Array Specifications: Panel: SunPower 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Legend: - - - - - - - - - - ~ SunPower 327W Panel l O O UniRac SunFrame Rail F-1 El Notes: El I Number of Roof Layers: 1 Height above Roof Surface: 4" xxx Materials Used GreenFasten, UniRac, ? ? El SunPower, SMA Added Roof load of PV System: 3.5psf EngineerlArchitect Seal: xxx 14 SunPower 327w Panels xxx ~QN PACFi QP _ I 3 SMA Inverters on H-Frame NCO 066182 , adjacent to Main electrical 7L Meter 48 SunPower 327w Panels ~ESS1O\ Drawn "P Drawing # 7 of 8 Date: 8/7/13 REV: A Drawing Scale: 3/32" = 1 A' ~ I GREEN LOGIC GreenLogic, LLC Approved MGH Enterprises 40200 Main Road Orient, NY Total System Size: 20.274kW 2 strings of 7 on SPR5000m 3 strings of 8 on SPR8000m 3 strings of 8 on SPR8000m Azimuth: 158° Pitch: ° FW MWW W Monitoring System: N SunPower Panel/Array Specifications: EGJa~lQiCkFb0tBWH& 121 Fafa mQj&FoctflaEhrg ]Zl Panel: SunPower 327w FIIfas~nQAd(FCCta}H PIunfLfiEIOdc im Racking: UniRac SunFrame i Panel: 61.39" X 41.18" #1413A5'M(•aTME -I&-w Legend: r SnPower 327W Panel , UniRac SunFrame Rail i Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: GreenFasten, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: PAp/ti~. - s , / Fp 066162 F£6t~~,0, e4~ up • Drawn By MVP Drawing # 8 of 8 Date: 8/7/13 - REV: A Drawing Scale: 3/32" = 1.0' Code-Compliant Installation Manual 809 Table of Contents • i. Installer's Responsibilities 2 Part 1. Procedure to Determine the Total Design Wind Load 3 Part H. Procedure to Select Rail Span and Rail Type 10 Part III. Installing SunFrame 14 0 as UNIRAC Bright Thinking in Solar ?nirac welcomes input concerning the accuracy and user friendliness of this publication. Please write to publicatlons@unirac.com. U N I RAC Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low, clean lines that SunFrame system, become as natural a part of a home as a skylight. It delivers the This manual provides (1) supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs 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 clear or dark module frames. bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"), Unirac also provides a limited warranty on SunFrame products (page 24). A The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 SunFrame Unirac Code-Compliant Installation Manual :T U N IIAA 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 1. Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method 11 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 11 procedures. document reference ASCE 7-05, Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for Piet (Psf) = AKztlp„et3o pressures on components and cladding in this document. p,,, (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 K, = 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. Pw,30 (Psj) = net design wind pressure for Exposure B, at height Applications of these procedures is subject to the following = 3Q 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 2. The building must be enclosed, not an open or partially the last 50 years. enclosed structure, for example a carport. h (ft) = total roof heightfor 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. 3 ::e U N I RAC Unirac Code-Compliant Installation Manual SunFrame 03mph ~k.. ! t(30 110(40) 140(58) - 90 mp (40 m/s) 90 mph (40 m/s) 130158) 140(&3) Miles per hour (meters per second) Figure 1. Basic Wind Speeds. Adapted and 1~(~1 applicable to ASCE 7-05. Values are nominal 140(03) 140(63) design 3-second gust wind speeds at 33feet ta0(63) 1501671 above ground for Exposure Category C. 150(67) OR 90(40) F~l, Spechl Wind Region 100(46) 130(58) 110(40)120(54) Step 3: Determine RooflWall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. Table I. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 It of the building. Roof Least Horizontal Dimension (ft) Height (ft) 10 IS 10 25 30 40 50 60 70 80 90 100 115 150 17S 100 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 16 20 IS 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4 5 6 7 8 8 8 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 IO 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 so 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 IO 12.5 15 17.5 20 24 24 24 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. 111 4 SunFrame Unirac Code-Compliant Installation Manual ::ffi U N A Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs Flat Roof Hip Roof (7° < 9 < 27°) f 952 - - h a' h Q a ,a a a a ,a a. Gable Roof ( e < 7°) Gable Roof (7° < B < 450 ) h .....a- a~ h a a a a' a 'a, ? Interior Zones End Zones ® Corner Zones Roofs -Zone I /Walls -Zone 4 Roofs - Zone 2/Walls - Zone 5 Roofs - Zone 3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter b, p. 41. Step 4: Determine Net Design Wind Pressure, pnet3o Both downforce and uplift pressures must be considered (P SD in overall design. Refer to Section 11, Step 1 for applying Using the Effective Wind Area (Step 2), Roof Zone Location downforce and uplift pressures. Positive values are acting (Step 3), and Basic Wind Speed (Step 1), look up the toward the surface. Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2, page 6. Use surface. the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7 5 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 2. pnet3o (psf Roof and Wall B ,awne Speedy (nph) Ew 90 100 110 120 130 140 150 170 WIrMA- Zone ul? Downforce Uplift Downforce Uplift Dnmdorce Uplift Downforce Uplift DowMOtte Uplift Downforce Uplift Downforce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 IO.S -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 II.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 w 1 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 1 100 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 ou v 9 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -415 12.4 -5I.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 e 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.S 9.0 -32.7 10.6 -38.4 12.3 -44.S 14.1 -51.1 18.1 -65.7 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 0 tZ 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -419 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 u 1 SO 6.7 -12.S 8.2 -1S.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -316 21.1 -43.2 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 0 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 83 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.S 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 y I 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 AS -35.7 44.5 -45.8 1 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.S 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 e 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 $ 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 r 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 0 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 0 ~ 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 383 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -48.6 m 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 -38.0 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 S 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.S 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 Source: ASCEISEI 7-OS, Minimum Design Loads for Buildings and Other Struaums, Chapter 6, Figure 6-3, p. 42-43. 6 SunFrame Unirac Code-Compliant Installation Manual : U N1 RAC Table 3. pnet30 (psf) Roof Overhang ER a e Basic Wind SpeedV (mph) WndA,en zaae (.1) 90 100 110 120 130 140 ISO 170 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 w 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 9 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -S4.9 -70.5 n $ 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 0 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -6S.7 -75.4 -96.8 0 3 SO -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 ix 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 y 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 n 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 N 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 0 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 cc 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 v 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 o`0 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.S y 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 a 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 n 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.S -85.5 o 3 50 -23.0 -28.4 -34,3 -40.8 -47.9 -55.6 -63.8 -82.0 L cc 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kt EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This Topographic Factor, Kzt, is taken as equal to one (1), meaning, category includes flat open country, grasslands, and all the installation is on level ground (less than 10% slope). If the water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone 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/SE17-05* defines wind exposure categories as follows: EXPOSURE R is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. >7 ss UNI A UniracCode-CompliantlnstallationManual SunFrame Step 7: Determine adjustmentfactorfor height and Table 4.Adjustment Factor for Roof Height & exposure category,A Exposure Category Using the Exposure Category (Step 6) and the roof height, It re (ft), look up the adjustmentfactorfor height and exposure in MPO,,r Table 4. he,&(f<) 8 C D IS 1.00 1.21 1.47 Step 8: Determine the Importance Factor, I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor, L 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 I.56 1.81 55 1.19 1.59 1.84 Step 9: Calculate the Design Wind Load, prier (psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure, pner30 (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Topographic Factor, Ka (Step S), and the Importance Factor, I Structures, Chapter 6, Figure 6-3, p. 44. (Step 8) using the following equation: pna (PSD = AKVlpnet30 pnet (psf) = Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kit = Topographic Factor at mean roof height, h (ft) (Step S) 1= Importance Factor (Step 8) pner3o (psf) = net design wind pressure for Exposure B, at height = 30, 1 = 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table S.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Va,.bk Desniptian S"W 4o6e Unrt Step Rererena Building Height IT h Building, Least Horizontal Dimension h Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figure I Effective Roof Area sf 2 Roof Zone Setback Length a k 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet30 psf 4 Table 2,31 Topographic Factor Ket x 5 adjustment factor for height and exposure category A x 7 Table 4 Importance Factor 1 x 8 Table 5 Total Design Wind Load pnet psf 9 8 SunFrame Unirac Code-Compliant Installation Manual U N I RAC Table 6. Occupancy Category Importance Factor N Hmnmae Pmne Regions arnd d &,,ksk VLard ft, Regions Hurricane Prone Re- Sd V = glom ffi w Banc Wind 85 Ba Category Ca¢gory Desariplian BuddmgType E+amplcs 85-100 mDh, and d AI Alaska Speed,V>IOOmDh I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories 1, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: fails 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-I, p. 77 9 UNI Unirac Code-Compliant Installation Manual SunFrame Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series Step 1: Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load, P (psf) is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over Loadl, S (psf), Design Wind Load, pnet (psf) from Part 1, Step multiple supports. Please refer to Part I for more information 9 and the Dead Load (psD. 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, p„et. See P (psf) - LOD + LOS1 (downforce case 1) Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. P (psf) = I. OD + I.Opnet (downforce case 2) 3. Please Note: The terms rail span and footing spacing p (psf) - 1. OD + 0.755' + 0.75pnet (downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P (psf) = 0.6D + 1.0pnet (uplift) 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and D = Dead Load (psf) Unirac racking systems. if the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or S = Snow Load (psf) contact Unirac. p„et = 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 J, 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 7cfASCE7-05. 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. Ra'7Spao L \ °pF o° Ei Veo$m~o \Aodu~6%clsdt Qe` e ~i,\S Note: Modules must be centered symmetrically on the rails 2*), as shown in Figure 3. If this is to not the case, call Unirae for assistance. SunFrame Unirac Code-Compliant Installation Manual C U N IRAC Table 7. ASCE 7 ASD Load Combinations Desuiption Variable Dawn(orce Case 1 D..,*. G.2 D.,,f. x Case 3 LW units Dead Load D 1.0 x 1.0 x 1.0 x 0.6 x - psf Snow Load S 1.0 x + 0.75 x + psf Design Wind Load Pnet 1.0x 0.75x + I.0X - psf Total Design Load P psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, Step 3: Determine Rail Span/ L-Foot Spacing W (AD Using the distributed load, w, from Part 11, Step 2, look up the Determine the Distributed Load, w (plo, 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 linearfoot pIf) 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 so,„ = Din nbmed Load (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF 5F SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF II SF SF SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF 11 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 9. Double L-Foot SunFrame Series Rail Span span w = D,WbO,d Load (pio (N 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF 5F SF SF SF 6 SF SF SF SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF 5F 7.5 5F SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 105 SF SF SF SF II SF SF SF SF ILL SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF Step 4: Select Rail Type Step 5: Determine the Downforce Point Load, R (lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations. However, When designing the Unirac Flush Mount Installation, you longer spans create higher point load forces on the building must consider the downforce Point Load, R (lbs) on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce, Point Load, R (lbs), is determined by It is the installer's responsibility to verify that the buildine 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 pbs) = PLB R = PointLoad (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. 12 SunFrame Unirac Code-Compliant Installation Manual : U N IRAC 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 Ibs 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 (Ibs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x It Rail Span L x ft Step 4 Uplift Point Load R Ibs Table 12. Lag pull-out (withdrawal) capacities (Ibs) 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 s/sshafC* gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 _ to verify that the substructure Douglas Fir, South 0.46 235 - and attachment method is strong enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine hread 0.55 307 depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir 7 (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Soumes:Amedcon Wood Council, NDS 2005, Table 11.2A, 11.3.2A. Notes: (I) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. "Use flat washers with lag screws. 13 J'UNIRAC UniracCode-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 © © Figure 4.SunFrame components. p s dx O) m _1U 0 O Figure S.SunFrame threaded slot rail, cross section, actual size. 14 SunFratne Unirac Code-Compliant Installation Manual U N IRAC O Rail-Supports PV modules. Use one per row of modules L-foot adjusting slider (optional) -Use one beneath plus one. Shipped in 8- or 16-foot lengths. 6105T5 alumi- each L-foot or aluminum two-piece standoff, except in num extrusion, anodized (clear or dark bronze) to match lowest row. 6105-T5 aluminum extrusion. Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ules between rails. Includes '/s" x 1 t/4" bolt with flange © Cap strip-Secures PV modules to rails and neatly nut for attaching L-foot or standoff shaft, and two s/u' frames top of array. Lengths equals rail lengths. Cap strips x 2 t/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 ® 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): © Cap strip screw (1/4-20 x 1, Type F thread cutting) -Use 6105-TS aluminum extrusion. Includes x'/ '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'/O x 3'/21ag 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'/s' x 1 t/a' 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 O Rail splice-Joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansionjoint. 8 inches long, predrilled. 6105-TS aluminum extrusion, an- odized (clear or dark bronze) to match PV module frame. Installer supplied materials: © Self-drilling screw (No. 10 x'/a') -Use 4 per rigid splice Lag screw for L-foot-Attaches L-foot or standoff to or 2 per expansionjoint. 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 O Truss-head sheet metal screw (No. 8 x'Is") -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. O 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. O L-foot bolt ('/s" x 1'/4')-Use one per L-foot to secure rail to L-foot. 304 stainless steel. 0 Flange nut ('/s" ) -Use one per L-foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. Stainless steel hardware can seize up, a process Q called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti-seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www. unirac.com. 15 N RA Unirac Code-CompliantInstallation 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 A alone, which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 45 feet, see instruction manual 908.1 concerning thermal expansion issues. Sample layout, illustrated in Figure 4 1 Y, of each end of array 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 = 180' (60' module length x 3 rows) + 3' (11/2' end rail width x 2 rails) 'f. space between moduletr3aws + IA" (3/4' between-module rail width x 2 rails) = 18454' 1. Laying out the installation area Array length Module Rails Always install SunFrame rails perpendicular to rafters. (These ength (see instructions assume typical rafters that run from the gutter caption) to the peak of the roof. If this is not the case, contact Unirac.) # Rails are typically mounted horizontally (parallel to the lower i - edge of the roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during wiMod i' dth th installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number y - of modules per row in your installation, determine the size of your array area following Figure 6. t Andy width (module width times modules per row) Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan-head screws. All such features most be included in module length. 16 SunFrame Unirac Code-Compliant Installation Manual n." U N IRA 2. Installing the lowest row of L-feet and rail In the lowest row, it is not necessary to use L-foot adjusting .,,'°ty` 9r'a sliders, even if you plan to use them in subsequent rows. Install -7 L-feet directly onto low profile roofing material such as asphalt ,h'rt~ av~ shingles or sheet metal. (For high profile roofs, such as the „b4N yr" ~e`~ or shake, use optional standoffs with flashing to raise L-feet. *11 L-feet must be flush with or above the highest point of the roof ey a;° .;$t surface.) L-feet can be placed with the double-slotted side against the roof surface (as in Fig. 7) or with the single-slotted side against 'q the roof (which increases air circulation beneath modules).'. a~ yw~ Module-to-roof dimensions are listed on page 15 for both ar- rangements. i„ L feet If you are using L -foot adjusting sliders, you must use A i the short side of the the L -foot against the roof in the Lag first row. See Figure 9 below. screw / If you are using both L -foot adjusting sliders and standoffs, Always lag into slot see the upper box on page 11.', ® nearest the bend in the L-foot Install the first row of L-feet at the lower edge of the instal- _ lation area (Fig- 8). Ensure feet are aligned by using a chalk 2,/ line. (A SunFrame rail can also be used as a straight edge.) Lower edge of Position the L-feet with respect to the lower edge of the roof as installation area illustrated in Figures 7 and 8. Figure 7 Placement of firstL foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the Roof peak lag screws. Seal the underside of the L-feet with a suitable weatherproof sealant. 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). x Cut the Utility slot for No 10 screw rails to your array width, being sure I to keep rail slots free of roofing grit or other Utility slot for Ira 8re debris If your instal hexhead bolt Figure Slot for lanon requues splices, 8L-Foot footing bolt orientation. assemble them prior to j attaching L-feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and - ` ~=-3 cap strips," p. 13). Slide the 8/8-inch mounting bolts into the footing slots. If more than one splice is used on a rail, slide L footbolt(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L-feet with the flange nuts. Ensure that rails are oriented with k 6 respect to the L-feet as shown in Figure 9. Align the j ends of the rail to the edge of the installation area. . Ensure that the rail is straight and parallel to the edge of the roof. Then tighten the lag screws. Roofpeak Figure 9. L -foot orientation in conjunction with L -foot adjusting sliders. The sliders include two utility slots to secure module wiring, combiner boxes, and other system components. 17 W U N I RAC Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8-inch hex- sliders, although (lashings 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. in u' '1l 9 ~ CCs 1~a~ '•'It 1~ t , 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. L-foot o ? o ? This example assumes a rail seven times the length of the shaded areas. If more than one splice is used, be sure the footing spacing (A). A splice may be located in any of the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible, they between two adjacent feet. can usually be avoided by effective planning, which also pro- 4. In a spliced length of rail, all end sections must be sup- motes superior aesthetics. See "Material planning for rails ported by no less than two L-feet. and cap strips" (p. 13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet, thermal expansion joints 6. Interior rail sections supported by only one L-foot must may be necessary. Please contact Unirac. be adjacent, on at least one side, to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially Rail sections longer than half the footing spacing re- step 4). Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang (B) must be no more than half the length of 1 Rafters the maximum footing spacing (A). For example, if Span j A is 32 inches, Overhang B should not exceed 16 inches. Stringer ; - Rail Modulesshould always befully supported byrails. In otherwords, modules should never overhang rails. This is especially critical when supporting the ; short side of a non-rectangular module. When a rail supports a pair of non- rectangular modules by themselves (right), it must be supported by at least two L -feet. The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure properfootings. Non-rectangular modules 18 SunFrame UniracCode-Compliant Installation Manual UNI AC 3. Laying out and installing the next row of L-feet With L-feet only: Position the second row of L-feet in accor- dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L-feet- Install the second Module le row of L-feet in the same manner and orientation as the first (hole to hole) row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant; the L-feet will not be fully tight- - ened until Step. 4. With L-foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the 112 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 to chalk line ~c\ Lowest row of L-feet `Align slider (no footing sliders) - A-3 1 14 ' center hole I t~ to chalk line A+3/a A + i 3/16 IVr- V~ A+2i/a Figure 11. Ifyou are usingLfoot adjusting sliders, this spacing between rows places L -feet at the center of their adjustment range. 4. Installing the second rail With L-feet only (Fig. 12): Install and align the second rail Snug in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place atone end of the rails, and snug _ .1 the upper rail (Fig. 12) toward the lower rail, leaving a gap sFa' a :,e between the ends of the modules and either rail. (If pan-head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L-foot adjusting sliders: Instal] 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. 19 dm U N IRA(Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use foryour 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'i4-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.) Preliminaryfooting and splice positions must be Structural requirements always take precedence, but usually checked against structural requirements in "Footing good planning can also achieve both material conservation and splicing requirements" (p.11). In this example, 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 ~l i Trim line (array edge) _ Trim line array edge~±-?I • • V 112" X 96 1st cap strip C 831, E 122" 4th rail • • W 112" • •1 X 96" 2nd cap strip t •o B 83" D 122" 3rd rail . V 80" .I Y 128" j 3rd cap strip A 96' C 109" 2nd rail t. • W 80" Z 128" 4th cap strip A 96 B 109" l~ 1st rail '-H N I± I I ! I I Usable remainder: D, 70", E, 70", Y, 64"; Z, 64" 20 SunFrame Unirac Code-Compliant Installation Manual 11F U N IRAC 6. Securing the first module Gather sufficient lengths of cap strip Cap strip screws to cover the length of the first rail. For maximum visual appeal and material L" conservation see "Material planning for _,-Permissable overhana rails and cap strips" (p. 13). -,K 1 /3 module width 1 Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and _S- second modules (Fig. 13). The temporary gap allows the installer to r place one of his feet between modules. He can access the section of the cap strip he J--- needs to secure while leaning toward the _ peak of the roof. For the time being, the - ± - last module may overhang the rail by up - ' V-i;~Do not install second to one third its width. ,r w, t cap strip until lower ~~-modules are placed Attach the end of the cap strip with tom` topping gap the cap strip screws (Fig. 13, inset), so that the upper end of the first module is Figure 13. Begin cap strip installation. secure. i/ The structural integrity ofYour array requires that cap A strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute r2. install screws screws must be 1/4-20 Type F thread cutting (18-8 stainless steel) and the correct length. See Table 4 (pg. 15) to match screw length to the size cap strip in your installation. Every cap strip segment must have a cap strip screw 4 inches or less from each end. If the nearest predrilled hole falls more than 4 inches from any end, drill a `Steppinp 1/4-inch hole 2 inches from the end and install an additional y- -r'- y.--~' screw. Figure 14. Position and secure modules one by one. Q Wherever is necessary make new cap strip hole, drill a 1/4-inch hole before installing the cap strip screw. 1 7. Installing the remaining modules to the top row Slide the next module into final position and install the screws to secure it (Fig. 14). For a neat installation, use cable ties to attach excess wiring to the rail beneath the flanges. Unirac's_ cable ties can be attached to the SunFrame rail by drilling a Slid ' 1/4-inch hole in the rail and pushing the end of the tie into the o~ _ hole. See' Continue the process until all modules in the top row are in final place and secured from the top. When complete, every Stepping gap}~" 1 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. 21 U N I RAC Unirac Code-Compliant Installation Manual SunFrame 9. Installing the end caps _ Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided (Fig. 16). c! i i i - 1 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 %,-20Type F thread cutting (18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length (inches) 1.34-1.42 34-36 - C 1.50-1.57 38-40 D W. 1.77-1.85 45-47 F I" 1.93-2.01 49-51 E Sharp lipped modules G I" Sanyo lipped modules H 22 SunFrame Unirac Code-Compliant Installation Manual 11F U N IRAC 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-S! clamps The answer depends on the orientation of your L-feet and with the '/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 Module thickness aluminum two-piece standoffs. See our SunFrame Pro-Pak varies Price List. f LI # How do I attach SunFrame to a standing-seam metal 21 iq-+'ia + roof] A good solution comes from Metal Roof Innovations, Ltd. ~ (MRI). They manufacture the S-51'" clamp, designed to at- tach a wide variety of products to most standing-seam metal roofs. It is an elegant solution that eliminates flashings and `j Module thickness penetrations altogether. varies Module 2 is i8 + thickness varies i/8- Standoff height i~ "i (3-, 4 6-, or 7" 3 e a" all±4a') '14 1/8 - 23 aF U N IRAC Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser the practices specified by AAMA 609 & 610-02 If within the specified Warranty periods the ('Purchaser") of product(s) that it manufactures -"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ('Product') at the original installation site that Finished Aluminum" (www.aamanecorg) 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 ThisWarranty shall beVOID if installation of liability with respect co this limited Warranty, 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 earlier with Unirac's written installation instructions, for special, indirect or consequential damages of 1) the date the installation of the Product is or if the Product has been modified, repaired, arising out of or related to use by Purchaser of completed, or 2) 30 days after the purchase of or reworked in a manner not previously the Product. the Product by the original Purchaser ("Finish authorized by Unirac IN WRITING, or if the Manufacturers of related items, such as PV Warranty"). Product is installed in an environment for which modules and flashings, may provide written The Finish Warranty does not apply to any it was not designed. Unirac shall not be liable warranties of their own. Uniraci 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. U N 11411 Broadway Boulevard NE NN RAC Albuquerque NM 87102-1545 USA 24 1 String of 7 Sun Power 327W panels=2289W 1 String of 6 Sun Power 327W panels=1962W Array total of 4251 Watts All panels to be grounded as per NEC code 2, 30 AMP two pole DC switches from panels to inverter F F CO) SUNPOWER SPR 4200p INVERTER 240 VAC 240 VAC from iwerter to a 30 Amp switch near utility meter 5 Strings of 5 Sun Power 327W panels, Each string 1635 watts Array total of 8175 Watts All panels to be grounded as per NEC code 2, 30 AMP two pole DC switches from panels to inverter F F F F F O SUNPOWER SPR7501f INVERTER 240 VAC 240 VAC from inverter to a 30 Amp switch near utility meter 3 Strings of 8 SunPower 327W panels, Each string 2616 watts Array total of 7848 Watts All panels to be grounded as per NEC code 2, 30 AMP two pole DC switches from panels to inverter F F F CO) 00 O SUNPOWER SPR 8000m INVERTER 240 VAC 240 VAC from inverter to a 30 Amp switch near utility meter .O GH PERFORMANCE & EXCELLENT RELIABILITY IOEM HI Z SERIES -,r • 20.4% efficiency Y Captures more sunlight and generates more power than conventional panels. E20 - 327 PANELS • High performance Delivers excellent performance in real world HIGH EFFICIENCYa conditions, such as high temperatures, could and low light.' z Generate more energy per square foot • Commercial grade E-Series commercial panels convert more sunlight to electricity producing Optimized to maximize returns and energy 36% more power per panel, and 60% more energy per square foot over production, the E-Series panel is a bankable 25 years." solution for commercial solar applications, HIGH ENERGY PRODUCTION Produce more energy per rated watt More energy to power your operations. High year one performance delivers 7-9% more energy per rated watt.' This advantage increases over time, producing 20% more energy over the first 25 years to meet your needs.' a 120% 3 More Energy ~ 110% Per Rated WO Maxean® Solar Cells: Fundamentally better. `o too/ 18% more, year 1 Engineered for performance, designed for rehabllih/. _ 90% yen, 25 more, year 25 Engineered for peace of mind - Designed to deliver consistent, trouble-free w 70/ 3 0 energy over a very long lifetime 60% eo% 0 5 10 5 20 25 Designed for reliability years The SunPowerx Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually 10% Maintains High impervious to the corrosion and cracking that s% Power at High Temps PHOTON M degrade Conventional Panels n,s 0 No Liighbindced 0 6ao?' Degradation #1 Ranked in Frounhofer durabi lily test. 10 a High Average wags 100% power maintained in Atlas 25' m 4% genet Low-Lightand comprehensive PVDI Durability test. spectral Response w 2% High Performance `o Anti-Reflective Glass y o% sunpowercorp.com SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY 100% 95% 90% e5% 4 yy ^r # i e ~ ~ AyT~~R~ Mts t3?b. t: 80% e I yl 75., e Nba N JY I MPS Ji.e,s£?" 0 5 10 15 20 25 0 5 10 15 20 25 Year. Vears More guaranteed power: 95% for first 5 years, -0.4%/yr. to year 25. s Combined Power and Product Defect 25 year coverage that includes panel replacement costs. s ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA E20-327-COM E19-310-COM Temperature -40aF to + 18511- 40oC to +85"C) Nominal Power12 (Pnom) 327W 310W Max load Wind: 50 psf, 2400 Pa, 245 kg/m2 front $ back Power Tolerance +5/-3% +5/-3% Snow: 112 psf, 5400 Pa, 550kg/m2 front Avg. Panel Efficiency" 20.4% 19+3% Impact 1 inch (25 mm) diameter hail at 52 mph (23 m/s) resistance Rated Voltage (Vmpp) 54.7 V 54.7 V Appearance Class B Rated Current (Impp) 5.98 A 5.67 A Solar Cells 96 Monocrystalline Maxeon Gen II Cells Open-Circuit Voltage (Voc) 64.9 V 64.4 V Tempered Glass High Transmission Tempered Anti-Reflective Short-Circuit Current (Isc) 6.46 A 6.05 A Junction Box IP-65 Rated Maximum System Voltage 1000 V UL; 1000 V IEC Connectors MC4 Compatible Maximum Series Fuse 20 A Frame Class 2 silver anodized Power Temp Coef. (Pmpp) -0.38%/ aC Weight 41 Ibs (18.6 kg) Voltage Temp Coef. (Voc) -176.6 mV / aC Current Temp Coef. (ISC) 3.5 ETA / oC TESTS AND CERTIFICATIONS REFERENCES: Standard tests UL 1703, IEC 61215, IEC 61730 1 All comparisons are SPR-E20-327 vs, a representative conventional panel: 240W, Quality tests ISO 9001:2008, ISO 14001:2004 approx. 1.6 am, 15%efficiI EHS Compliance ROHS, OHSAS 18001:2007, lead-free 2 PVEvolutlon Labs "SunPower Shading Study," Feb 2013. Ammonia test IEC 62716 3 Typically 7-9% more energy perwatl, BEW/DNV Engineering "Sun Power Yield Report;" Jan 2013 Salt Spray test IEC 61701 ]passed maximum severity) . 4 SunPower 0.25%/yr degradation vs.1.0%/yr conv. Panel. Campeau, Z. at al. PID test Potential-Induced Degradation free: l OOOV 10 "SunPower Module Degradation Rate," SunPowerwhite paper, Feb 2013; Jordan, Dirk Available listings CEC, JET, KEMCO, MCS, FSEC, CSA, UL, TUV "SunPower Test Report;' NREL, Oct 2012. 5 "SunPower Module 40-Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 Panels operating at more than 70% of rated power. 6 00 of all 2600 panels listed in Photon International, Feb 2012. - - -r 7 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, March 2013. 8 Compared with the top 15 manufacturers. Sur-Power Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty for details. 1046mm 1 [046m 10 5 of top 8 panel manufacturers were tested by Fraunhokr ISE, TV Module Durability Initiative Public Report," Feb 2013. 11 Compared with the non-stress-tested control panel. Atlas 25+ Durability test report, Feb 2013. 12 Standard Test Conditions (1000 W/mR Irradiance, AM 1.5, 25° Q. 46mm - 7- 13 Based on average of measured power values during production. [1.81 in]~ 1559mm [61.4in] See hno'//www sunoowercoro cam/facts for more reference information. For further details, see extended datashll wyAVsunpowercom corn/d.fashell Read safety and installation instructions before using this product. Designed in California P March 20135unP-1Co,po,olion. All asMs,eserved.SUNPOWER, the sLNPOw£R logo, MNEON, MORE ENERGY. FOR LIFE., and SIGNATURE are Eademorks or registered Flora orke of sunpowercorp.com SunPower Corporot,on. Specific ,ons,,cluded Inthisdmosheeleresubled1achangewilhouinotice. aocumeaf 1505701 Rev A /LTR IN N W E S MAIN ROAD (S.R 25) (661) uxoEgagcuxo l Y /VFILIIY VPIILT LgLUND ( VgI1LT _ ._.._.._.._8.,.._.._.._. 181.72' N87°09'20"E ° ~FL Exo lE4T CMETEq N 50£ exo A SIGN Q LMON FL FL ENO T~fi 1 p'P ISW O PAVEMEM 1 y0 0 fi' m 1 SS 420'+/- \ MEN DOC ELEC1flILPANEL LELiflILPANEL MEN DOCK \ m ceo WOOx IE,S's ~ Pce+o 3'POST ANO MIL FENCE/ pLgTFOIiM D AT1 1 k /,c 4 "e 1~ ~ i 5 c )1 F F 5 C )1 F m O +e,o ~ m IINOEPWA~ TEgW'I~ ~ ~T~ V v v v v v iG 7 G V O 41a 02 PSVEMEM R STORAGE GENEPATC OIL ORAGE ON CONC FAD i Tµ6 3z SFOPMER FIRMERD TPAN D E(,µN1 PEFZER DEL WMP3 pCLWiD3 PP IEP EL WMPS f ~ O B "OC.PO MEfA10WEPD O ENTRY I O cu ,71 / Z Y Srp WppDPAMP O rt T PAVEMEM PROPM'E y TANN6 63 F6p o REEZER r O.i'W N REEZR •A f_ N RMT V Z ®15 ®YO 10 F' FST~U N ~ 0 4) 586' EOLLARDS 'RM ERE"5EP om m ®IF w xn vEDN w 0 ONC Z ®iC H N O ®I.6 STOOP R DNI ®IS AZT HT IO 9 1J a0 ®Ew v DEDN wood p ®i] FENCE PIATFOPM m F ®ee®OO Aer 13 ®I.] O ®IO®IW 21 PAVEMENT ®1 EOIJARDS fCONC p y 56%102 I.. p N .p Ovy ~ FPN.I[6'.GG 30 - M II p BELOW EELOW FF=LS' CONC PROPMETANR T139.P.P I STow ,.AGE FENCE 3IT Wes' PANEMENT~- ].eW FENCE35W pDIURDs '(SEE NOM") O 'STOCKADE FENCE fly a~ l ~A fix +70 0 ]4 i i i V NOEFWATFA UNO Ju FWATEhU 6' }2I ~i i i i i i PAVFNEM 20W FCCOR A'E 9 ,I •cvAC.BOAT P== PROPOSED FENCED METRO PCE EQUIPMENT FENCECOR CdAPOU„ 5.0'W a A~ ~+I /Lo }p3 MHONGNPA(MMETROPMANTENNM 5 co, so PROPOSED FENCED A cINVUUR EoUIPMENT / COMPOUND / IP CA4.PER i O O S87'0920"W c 30.00' e'OINENCENN FCEND ~23'E NOTES: 1) ELEVATIONS NAVD 1929 DATUM. J 2) PILINGS INSIDE MARINA NOT INUIUA I LL). 3) FLOOD ZONES EXTRAPOLATED FROM F.E.M.A. FLOOD INSURANCE RATE MAP #B8 OF 1026, MAP#36103000BB G DATED MAY 4, 1998. ~J 4) A REVIEW OF THE PRELIMINARY DIGITAL FLOOD HAZARD DATA FOR THIS LOCALE (THE NEW FEMA FLOOD ZONE MAPS) INDICATES THAT NEARLY ALL OF THE PREMISES Z ARE IN AN AE 9 FLOOD ZONE. A VERY SMALL AREA COVERING THE BULKHEADS AT THE SOUTHERLY, o ENTRANCE TO THE MARINA ARE INDICATED IN A VE (ELEV. 13) ZONE. NOTE THAT THE ELEVATIONS ON THIS MAP 4- ARE IN 1929 GOVERNMENT ISSUED DATUM AND THEr I PRELIMINARY FLOOD MAPS ARE SHOWN IN NAVD 1988 DATUM, WHICH IS APPROXIMATELY 1 FOOT LOWER THAN THE 1929 DATUM. F:PROJ/2006/06-0099/D W G/06-0099-TITLE. DWG SHEET N0: PROJECT: PROJECT No. 06-0099 FILE No. DATE: JULY 2009 SCALE: 1"=40' °F HAWKINS MBB JAEGER PLLC 1^=40' DALY LY ~ y MAP OF LAND OF ~F DESIGNED BY: ENGINEERS= ARCHITECTS- SURVEYORS- PLANNERS M.S. - - - M:G.H: -ENTERPRISES DRAWN BY:- - MSIKMMD CKO. BY: - M.S. REVISED: SITE AREA= 4.64 ACRES p 3239 ROUTE 112, BUILDING 8-SURE 1, MEOFORO, NEW YORK 11763 - 1! -9 140.50065 V+ PHONE(631)732-7777, FACSIMILE (631) 732-7760 (ORIENT POINT MARINA, 40200 MAIN ROAD) -LY ESTAB. 1872 J SURVEY UPDATED 7-2-2009, FS 529, P. 1.2 (FB 493, P.20-22 SURVEY ORIGINALLY 6p LAND S - PERFORMED 4-6-2006) ORIENT POINT, SOUTHOLD, N.Y. S.C. TAX MAP No. 7000-15-9-8.1 -9-8.1 SITUATE AT: