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Town of Southold Annex 8/5/2014 P.O.Box 1179 54375 Main Road Wit Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37064 Date: 8/5/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 3095 Bayview Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 71.-1-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/12/2014 pursuant to which Building Permit No. 38901 dated 5/22/2014 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 Knote, Edward&Knote, Elaine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38901 7/21/14 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38901 Date: 5/22/2014 Permission is hereby granted to: Knote, Edward & Knote, Elaine 370 N Parish Dr Southold, NY 11971 To: construct a Roof Mounted Electric Solar Panel system as applied for At premises located at: 3095 Bayview Rd, Southold SCTM #473889 Sec/Block/Lot# 71.-1-40 Pursuant to application dated 5/12/2014 and approved by the Building Inspector. To expire on 11/21/2015. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: � .i(/�ll� �'f!/•�w X;!51 Heu:.e No. Street Hamlet Owner or Owners of Property: 67pwfxf- /NE 14 lyoTZ� Suffolk County Tax Map No 1000, Section l 7390 7/. 04'9`1ock Lot 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) 'ee Submitted: $ Applicant Signature SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.sox 1179 c Q roger.richert(a_town.Southold.ny.us Southold,NY 11971-0959 C4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Knote Address: 3095 Bayview Rd City: Southold St: NY Zip: 11971 Building Permit#: 38901 Section: 71 Block: 1 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Majestic Son & Sons Inc License No: 41174-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches F1 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 6540 Watt roof mounted PHOTOVOLTAIC SYSTEM to include, 20 Sunpower SPR-327 panels, 1-Fronius IG+6.0-1 inverter,A/C and D/c disconnects Notes: Inspector Signature: Date: July 21 2014 81-Cert Electrical Compliance Form.xls i oF souryo� U� TOWN OF SOUTHOLD BUILDING DEPT. M 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c ec, - oy� DATE u INSPECTOR FIELD INSPECT PORT DATE CON30.NTS `, op FOUNDATION(1ST) -� CA FOUNDATION(2ND) cn ROUGH FRAMINQ& y PLUMBING cam, t� INSUL•ATION PER N.Y. STATE ENERGY CODE , Y ------------ FINAL �• A�nxr ox ' ,cloll . .. . .. � J � 10 . m 7 — `- w 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. lJ Check Septic Form N.Y.S.D.E.C. U ' — Trustees 1 I � Flood Permit Examined 20-/XJ I` MAY 12 2014 Storm-Water Assessment Form ontact: Approved ,20 � )G. OPT. Mail to: ��L�/�_ r- 1 - Approved 7F SOUTHOLD ����7_E � � Disapproved a/c — _ r Phone: er.�? � - a Expiration 20 / Building Inspector APPLICATION FOR BUILDING PERMIT / Date 20 1 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;hall 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. f;.>o (Signature of applicant or name,if a corporation) 370 /V ' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor electrician plumber or builder APPROVED AS NC7 � Name of owner of premises �L�'¢�� �` E %'d� �'N`��E (As on the tax roll or lates I Y BU'l DiNt f1EzPAR i MENT r If applicant is a corporation, signature of duly authorized officer 7i_: =n t 4 PM FOR Ti F: I TIONS: (Name and title of corporate officer) i �< REQUIREF) '-C^ CONCRETE Builders License No. �� /� 2 1301.!GH Fr Air NG,PLUMBING, Plumbers License No. 3 I+d`�U `- � 7CTRICAL&CAULKING Lk'�� � Electricians License No. �//7q 4. FINAL- c : ISTRUCTION &ELECTRICAL Other Trade's License No. MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 1. Location of land on which proposed work will be done: REQUIREMENTS OF THE CODES OF NEW X15 /i/�.��� Y�c w jZ� savT�;'oY� STATE. NOT RESPONSIBLE FOR House Num r Street �1 Ham e ,364 A. r,-17 County Tax Map No. 1000 Section ` Block 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work jjo��/ ��•� .k�L�z2 �? rL1 (Description) 4. Estimated Cost X20,cm' Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X' 13. Will lot be re-graded?YES NO X Will excess fill be remoyed from premises?YES NO ?� j ) !Vo 8'1"P'P-�-:=J /-"�/ SG, s:1 1-36�� 14.Names of Owner of premises&�!AA/9 AAlclrE Address ?hone No. Name of Architect W//,r9� 1,--1-5/fF/? AddressA,,fPe,;0 a�.k' ,e--4YPhone No 7f36r-Name of Contractor:OT,5Tz Address No. 75-9-0272 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) l being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0&1111' (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 ore me this day of 20 Notary MuFfic MARINA KOKKINOS Signature of Applicant Notary public-St8trt of New York OuaUfled in Suftoik County MY Commisaton Expires Aug.25,2o16 Town Hall Annex Telephone(631)765.1842 54375 Main Road RAY(681)7 P.O.Box 1179 ` racer.richert[c�toAnlo7AW d.ny.us SoWhOld,NY 1197I-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY., � � Date: 01q Company Name: j 4-d'-Ony. 1.417G. Name: License No.: (� ,11� Address: J�8 Phone No.: ) - AN JOBSITE IN-FORMATION:-- ,�(*Indicates required information) �� *Name: J�if.GtJ4W( 444 At 1 �i004 *Address: - � *Cross Street: y j *Phone No., 7(p� Permit No.: Tax-Map District: 1000 Section: '7� Block: L _ Lot: 40 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) — 7144,[ 600 (Please Circle All That Apply) *Is job ready for inspection: S NO Rough In Final *Do.you need a Temp Certfffcate: YE NO Ternp infonmation(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service:,0 A Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ¢ vw d B24Request for Inspmllon Form j I I Fisher Engineering Services, P.C. PO Box 30 • Oakdale •New York 11769 Phone: (631) 563-9028 April 23, 2014 Attention: Building Department Subject: Engineer Statement for Solar Roof Installation Knote Residence-370 North Parish Dr., Southold, New York I have verified the adequacy and structural integrity of the existing roof rafters for mounting the solar collector panels and their installation satisfies the structural roof framing design load requirements of the Residential Code of New York State. I have reviewed and certify that the manufacturer's guidelines and equipment for the photovoltaic equipment for the above residence meet the requirements for wind and snow load and that the roof structure is adequate to carry the new loads imposed by the System. For the installation of the solar mounting, the rails shall be securely anchored to the rafters utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and geo design criteria are not applicable to this solar installation. The solar collector system and the mounting assemblies comply with the applicable sections of the Residential Code of New York State- "Solar Systems"and loading requirements of roof-mounted collectors. The installation shall be in accordance with the minimum requirements certified by this letter. The existing roof rafters are 2"x8" on 16" c.c., with a maximum span of 4'-6"as shown on the drawings. There are no structural modifications planned or required for the existing roof. I hope that this letter serves and meets with the approval of the Building Department. Sincerely, William G. Fisher, P.E. Licensed Professional Engineer (GPU� Architectural Design•Residential•Light Commercial Additions•Extensions•Conversions Construction Estimates/Oversight-Expediting-Inspections Fisher Engineering Services, P.C. PO Box 30 . Oakdale -New York 11769 4 Phone: (631) 786-4419 July 23, 2014 Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 AUG1 2014 ` Subject: Engineer Statement for Solar Roof Installati'n _ __ _� Knote Residence—3095 No Bayview Rd., S�utho "--1,'�9 ll; Permit No. 38901 I have verified the adequacy and structural integrity of the existing roof rafters for mounting the solar collector panels and their installation satisfies the structural roof framing design load requirements of the Residential Code of New York State. I have reviewed and certify that the manufacturer's guidelines and equipment for the photovoltaic equipment for the above residence meet the requirements for wind and snow load and that the roof structure is adequate to carry the new loads imposed by the System. For the installation of the solar mounting, the rails are securely anchored to the rafters utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and geo design criteria are not applicable to this solar installation. The solar collector system and the mounting assemblies comply with the applicable sections of the Residential Code of New York State- "Solar Systems"and loading requirements of roof-mounted collectors and the minimum requirements for buildings and structures of ASCE 7-05. This system has been installed properly at the above referenced residence. The installation is in accordance with the minimum requirements certified by this letter. I hope that this letter serves and meets with the approval of the Building Department. Sincerely, Of Nk't,� G.Fis t William G. Fishe .E. 15 w Licensed Professional Engineer a = ),g 04659 4�C9 Architectural Design•Residential•Light Commercial Additions-Extensions•Conversions Construction Estimates/Oversight•Expediting•Inspections SO�jyol. 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �Alic Southold,NY 11971-0959 �'yeDUNTY,� July 28, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Majestic Son & Sons Inc 508 Route 112 Patchogue NY 11772 Re: Knote, 3095 No. Bayview Rd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: 'NOTE: Engineer needs to certify the panels were installed on the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38901 — Solar Panels Accoad' CERTIFICATE OF LIABILITY INSURANCE 01116IM4 THIS CERTIFICATE 19 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER$ NO RIGHTS UPON THE C0117WICATIE HOLDER.THIS CERT1f`1CA-FE DOES NOT AFFIRVIATIMY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVEPA" AFFORIM BY THE POLICIES BELOW. THIS CE RTIFICA71E OF INSURANCE DOES NOT CONSITIVIX A CONTRACT BETWEEN THE MUM INSURER(S),AUTHORIM REPREWITATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTAKE N the cer0caft holder is an ADOMONAL INSURED.the polky(lais)must be wed. N SUBItOGATM IS WAM Su b)M to the terms and conditions of#a policy,certain poild"may require an endorsement. A statement on this o does not confer rW*to the tartIftaft ficilder In lieu of Such andoniameraCy). PRODWER LoVulloAssoclates.Inc. =*T Nowbidge Coverage ...... UM Transit Road W.RdL, (5161IM-01111111I NO(I I�&Jnw�72 Depow,NY 14843 WORM' SOLNIMS)AMR11010 COVIMUM WC 0 ........................... 21199 .................................. VMWR A!AMH SPECIALTY MURANIN COMPANY09RNWD M*Stk SM A Sam IncWS RoWe 112 PawAs!KATIONAL UNON FIRE INSURANCE CO P Patchogue,NY 11072 ................................. COVERAGES CERTFICATE NUMBER REVISION NUMBEP- TffS IS TO CERTIFY THAT THE P(XICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NWED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWIT14STANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOOLAAENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY HE ISSUED OR MAY PERTAIN. THE INSLPJVK*AFFORCED By THE POLICIES DESCRIBED HEREIN 18 SUBJECT To ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SLIC14 POLICIES.UNITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM. LTR TYNDFOISUPANM P01.JCfWJM9E& Tam UINTS A deNgRALLMNLITY AGIL0088095a 01m2=4 01M2aws EAcH OCCURRENCE S S1,000,600 COMMERCKL GENEML LLAMfTy MMMIX6 we 20MMM $100 QUO PERSONAL A AM iWURV S $11.000.00111 ........... .....I......................................... GFUFM AWAKATF S 000 GEWLAGGREGME UNT APPJES PER PRODUCTS-COMP000 AOC- I Pawn I x 12, 1 1 1 ,-x- I AUrONO!"UAM.Wf RM-gNOIX LILST ANY ALTO - D(7MY M " AIRY(pw vat ) XI IY*VNrll �8011MUIM AUIUb AUIM WXOLY K4)ky(PW&-4ftv) S tIREGAlfT6S RMOWNED PROPERTYDAMAGC AUTOS UMOMLALM MIOM742 01/12/2014 Q111ZM5 _f I 3,009,w 13 occur: X S(CM LLAM CLAWS-MAVE AGGWGATf cea RETENTIONS VOURPMMGGNP~T" ANDSRVLOYMWL"LFTY Z ST1911, AW rim I F1 FArHAWNDFUT S (mod"FA KH) El,MEAN-EA EWLQYEI ==, -AW OF OMRPnow a9brrI F,1.M$ CEIRTFIrATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED SEFOIRE TM EXPIRATION DATE THEREM, NOTICE WILL N DEUVOWD im ACCORDANCE VM THE POLICY PROVISIONS, Tom of Southold $4375 Routs 25 souft"NY 111971 0 119111II8,20"ACORD CORPORATION. All r1oft reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.Ta be combed by Disability Senefffs Carrier or Licensed Insurance Agent of that Lanier. 1a, Le gW Name and Address of insured(Use street address only) 1b. Business Telephone Number of insured (831)7584)792 MAJESTIC SON AND SONS INC. 1o.NYS Unemployment Insurance Employer Registration Number of Insured 5138 MEDFORD AVENUE PENDING PATCHOGUE,NY 11772 1d.Federal Employer Identification Number of Insured or Social Security Number 59.3132WW 2.Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(EntIly Being Listed as the Cartific ate Holder) STANDARD SECURITY LIFE INS,CO.,OF NEW YORK TOWN OF SOUTHOLD 3b,Polk Number RO.BOX 1179 Y of entity listed in box 1a": 54375 ROUTE 25 R94784-000 SOUTHOLD NY 11971 3c. Poli effective Policy period: 0110112014 to 01118=15 4.Poky covers; a. ® All of the employer's employees eligible under the New York Disability Benefits Law b. n Only the fo#&Mng class or classes of tha employers employees; Under penalty of perjury,I certify that I am an authorked re tive or licensed agent of insurance carrier r+efe�enced above and that the named insured has NYS Disability Senettls Ins, r a zelorlbod Date Signed 01117!2014 By (8%ir*ura of Inswaam $0011 rhea n.ar Y8 ucaatsest)nstwarw Agent of itul kwuranm wrier) Telephone Number (212)355-4141 Title SUPERVISOR-DBLIPOLICY SERVICES IMPORTANT: q Dox"4a"is checked,and this"is tiprAd by the irtewwoe carrier's represetrtaave or NYS Lbensed k"ramaApm of that carrier,We cerikets Is COMPLETE.MM 1t directly to ft cardlcse holder. it bwc 4b"Is dwwkw.this cerrilgge Is NOT COMPLETE for purposes of secOen ZW,Subd.8 of the C iu"ty asnats I.ew.it mai be mailed for cWnvlobion to the Vtwken'Compensarim aoerd.QB Pians Aemplame W,tri Ps*Street,Albany,for York 12207, PART 2,To be cotnpilted by NYS Workero'Comperisatfon Board(ordy If box"Ab"of Part 1 has been chocked) State Of New York Workers'Compensation Board Acca+ding to brtomiation maintained by the NYS ttrkers'Com erraation Board,the above-named ernooyer has complied with the NYS 01sabliity Benefits Lady with respect to sit of his/her emooyess. Date Signed By (34nahn or Telephone Number Title Please Note:Only i nonce carriers llow4ed to write NYS disability benefits Inswanoe policies and NYS licensed insursnce 8i"*of those carriers era sutfiorti ad to issue tarn M120.1.Insurance brokers are NOT authorized to issue this form. D13-120.1(5-06) New York State Insurance Fund W©rl�ers`Compensation sobit Benefits SpecialbW Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 Phone:(888)997-3883 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 593825905 HAMON�DlJSAFETY MANAGEMENT LLC 684(1 JERICHO TURNPIKE SUITE 105W SYOSSET NY 11791 POLICYHOLDER CERTIFICATE HOLDER MAJESTIC SON&SONS INC TOWN OF SOUTHOLD 508 ROUTE 112 54375 ROUTE 25 PATCHOGUE NY 11772 P.O.BOX 1179 SOUTHOLD NY 11971 ... POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE Z 1441941-0 50270 01/01/2010 TO 01/01/2015 10!9(2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1441941-0 UNTIL 01/01/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 01/0112015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE, THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. DEAN HAPSCHE(FRES) JOSEPH PATTI(VP)OF MAJESTIC SON 8 SONS INC TWO PERSONS CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY, NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https./Iwww,nysif.com/cerUcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:23237263 U-26.3 556/CD51711-20/1709 SUFFOLK COUNTY 13 OCCUPATIONAL LICENSE 1 MASTER 15 ELECTRICIAN is 17 SUFFOLK COUNTY DEPARTMENT K OF CONSUMER AFFAIRS MASTER ELECTRICIAN wv� JOSEPH PATTI This certifies that ft sum'*"K"w bearer i4 duly MAJESTIC SON 6 SONS INC 6CensW by the County of Suffolk 41174-MEQ 0=112014 � SUFFOLK COUNTY DEPARTMENT OF CONSUMER AF --„---�,_AFFAIRS HOME IM pROVEM`N-- CONTRACTOR DEAN HAPSHE This certf/ies that the wwe bearer is duly MAJEsrtC Sok&SONS I+censed by the ikc Courtly of Suffolk �^ . 41141-H 0 9/ZS12006 �. �.�. 0910112014 � �t lift #sx �,. .. • /1�IA� or, SpAvey o Fir g 1.• w •. a �. •' � �in �1.� ' 1 S601�•„'�Q �bIQIjA1RN0lI�0 ALTtIlA110N 00 APOIiiOh . a L ,• r• (O TMS$URYET IS A VIOLATIM w • ;' 1 s �h ♦R JKTIW 730+OF THE TIEwYOEK STAfi IDLFrJ1T10N LAw. ••', g:ONEf OF THIS SURVEY MAP NOT/FARING Za u«AR PS LAM SURVEYOR'S IW SEAL'OR• UQWSW SEAL.SHALL HOT K CONS 10 N A•VALID TRUS SOPY. •.. GUMAMM INDICATED kwadk'94ALLL TRI sm OHL11 TO TMS)E.5ibn FOR YhiOIM •�' IS PRBAEEO.AND ON MIS ESHALF..To THE plat COMPANY. Zov W tMTAL AGO CT UHDlHG INSTITUTION LISTED IF:RROF4 AND OF THE Lb4DING !J TO THE ICA%j*x EE5• ^y.� - �• � � � ARE NOT iRANPOU 1ts+�u+�► •� , p�QADssITIO"M RKws O! ae 40 :. Cob Md AP Cp � ��QAF��, f�+ �G •� r - - �orrd Coiner- q� sw Salt Vu Code-Compliant Installation Manual 809 • • • • Table of Contents i.Letter of Certification.....................................................................2 H.Installer's Responsibilities ................................................................3 • Part I.Procedure to Determine the Total Design Wind Load ......................................4 Part II.Procedure to Select Rail Span and Rail Type.............................................11 Part III.Installing SunFrame...............................................................14 • UNIRAC ago am Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. 0: UNI RAC Unirac Code-Compliant Installation Manual SunFrame L Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low,clean lines that SunFrame system. become as natural a part of a home as a skylight.It delivers the This manual provides(1)supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs and parking roof structures, Universal PV Module Mounting system,and(2)planning and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics.Modules are flush mounted in low,gap-free rows, SunFrame products,when installed in accordance with this and visible components match clear or dark module frames. bulletin,will be structurally adequate and will meet the structural requirements of the IBC 2006,IBC 2003,ASCE 7- 02,ASCE 7-05 and California Building Code 2007(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 30). AThe installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading,wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. Page 2 SunFrame Unirac Code-Compliant Installation Manual p:'U N I R;,A, Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the Simplified Method,for calculating the Design Wind Load for peer(psfJ=�Kztlpnet3o pressures on components and cladding in this document. pnet(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no &t=Topographic Factor at mean roof height h(ft) more than 10"space between the roof surface,and the bottom I=Importance Factor of the PV panels. This method is not approved for open structure calculations. pnet3o(PSD=net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30,I= 1 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in 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 height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary(contributing load)to a support or to a simple-span of rail.That area is the Step 1:Determine Basic Wind Speed,V(mph) Effective Wind Area. Determine the Basic Wind Speed,V(mph)by consulting your local building department or locating your installation on the maps in Figure 1,page 4. Page 3 rr 'U N I RACUnirac Code-Compliant Installation Manual SunFrame �:. 90(40) 65 mph 100(45) (38 m/s) 110(49) 120(54) 48 mp }: (40 m/s)= 90 m (40 m/s) ts6(581 140(83) Miles per hour (meters per second) Figure 1.Basic Wind Speeds.Adapted and 130(58) applicable to ASCE 7-05.Values are nominal 140(63) 1 63 design 3-second gust wind speeds at 33 feet 140(&3) 1�( 3 ) above ground for Exposure Category C. 150(611 "40) wh,d R.W. 100( 5) 1190(58) 110(49)120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Setback Length,a(ft), according to the width and height of the building on which you are installing the pv system. Table I.Determine Roof/Wall Zone,length (a)according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8+' 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 " 3 3 4 5 6 711 8 8 8, 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7` 8 9 1'0 12'; 12 12 12 12 i 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 I5 16 16 16 ' I6 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3 3 3 3 4 5 6 7- 8 9 10 12.5,, 15 17.5 20! 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. cay.• 4 SunFrame Unirac Code-Compliant Installation Manual 0:"U N I RAC Step 3:Determine Roof Zone(continued) Using Roof Zone Setback Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs Flat Roof Hip Roof(7° < A <_ 27°) h "a hQ � a �4 �a a.. tea- a a . Gable Roof( A <_ 7°) Gable Roof(7° < e !5 45°) { h Ja f � �a h �.a a 'ate �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: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine Net Design Wind Pressure,Pner3o Both downforce and uplift pressures must be considered (Psi) in overall design. Refer to Section II,Step 1 for applying Using the Effective Wind Area(Step 2),Roof Zone Location downforce and uplift pressures.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),look up the toward the surface.Negative values are acting away from the surface. appropriate Net Design Wind Pressure in Table 2,page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Page 5 Jaw ::"UNI RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pned0(pso Roof and Wall Basic Wind Speed(mph) Effective 90 100 lie 120 130 140 ISO 170 Wind Arca Zone (s() Uowaforce UpNfe Downforce Uplift Downforce Uplik Downforce Uplift DoWnforce Uplift:Downforce Uplift OawrkmUpIlk Downforce Uplift 1 10 5,9 -14,6 7.3 -18.0 8.9 -21,8 10.5 -25.9 12''A -30.4 14.3 -35.3 16,5 -+4015 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 114 -29,6 13.4 -34.4 MA -39.4 19.8 -50.7 01 50 5.1 •13.7' 6.3 -16.9 7.6 40,5 9.0 -24.4 10.6 .28.6 12.3 -33.2 14,1 .38,1 18.1 -48.9 110I 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 iu 2 10 5.9 -24.4 7.3 -30.2 8.9 .36.S 10.5 -43.5 12.4 .51.0 14.3 -59.2 16S 47.9` 21.1 -87.2 0 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 ISA .60.7 19.8 78.0 c 2 50 5.1 -K4 6.3 -22.7 7,6 -27.S 9.0 -32.7 10,6 -38,4 12.3 -44.5 14,1 41.Rk '; 18.1 -65.7 4-0 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 3 10 5.9 .36,8 7.3 -45.4 8.9 -55,0 10.5 -65.4 12.4 •.768 14.3 -89.0 16.5 •1021 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 83 I-45,5 9.9 -54.2 11.6 -63.6 ' 13.4 -73.8 15,4 -841 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 1+4,1 .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 .4 10-' 16.7 -56.4 1 10 8,4 -133 10.4 -16.5 124 49,9 14.9 -23.7 17;5 •27.8 20.3 -32.3 23.3 .37.0 30.0 -47.6 1 20 7.7 43,0 > 9.4 -16.0 11.4 .19,4 13.6 -23.0 16 0_ .27,0 18.5 -31.4 21.3 4COz 27.3 -46.3 01 50 61 -12.5 8.2 -15.4 10.0 -18,6 11.9 -22.2 13:9 •48.0 16.1 -30.2 M5 -34.6' 23.8 -44.5 o`o I 100 5.9 .12.1 7.3 -14.9 8,9 -18.1 10.5 -21.5 12.4 -2$,2, 14.3 -29.3 16.5 -33.6' 21.1 -43.2 -0 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 U-3 -64,5 30.0 82.8 r 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16:0 -44.618.5, -51.7 2.1,3 .59.3 27.3 -76.2 +0+ 2 50 6,7 -184 8.2 -23.3 1010 -28,2 11.9 -33.6 13.9 .39.E 16.1 -45.7 18,5 •52.5>>< 23.8 -67.4 w 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 84 .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 -57.1 164 .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 1.43.5 11.9 -51.8 t3.9 -60.8', 16.1 -70.5 1015 -81.0 23.8 -104.0 3 100 5,9 -26,9 7.3 -33.2 8,9 `40.2 10.5 -47.9 12.4 »56.2' 14.3 -65.1 1i5.5 .74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21 A 23.7 -25.9 27 8 40.41 ': 32.3 -35.3 374 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 '.20.7 ' 23.0 -24.6 27.0 -2819,,,` 31.4 -33.5 36.0 -30.4{ 46.3 -49.3 vs 1 50 12.5 .12.8 15.4 -15.9 18,6 -19.2 22.2 -22.8 26,0 •26.8 30.2 -31.1 344" «35.7 44.5 -45.8 I 100 12,1 -12.1 14.9 -14.9 18,1 -1811 21.5 -21.5 952 -25.2' 29.3 -29.3 334 •33.6 43.2 -43.2 2 10 13.3 -17.0 16.5 -21.0 19.9 i-25.5 23.7 -30.3 27,8 -35.6 32.3 -41.2 374 -47;3 ' 47.6 -60.8 2 20 13.0 -16.3 16.0 -20.1 19,4 '-24.3 23.0 -29.0 27.0 -344 31.4 -39.4 31.0 4S.3 46.3 -58.1 0 2 50 #2.5 -153 15.4 -18.9 18.6 -22.9 22.2 -27.2 26:0. -33.0: 30.2 -37.1 34.6 42S 44.5 -54.6 N 2 100 12,I 44.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 2'5,2 -36A 29.3 -35.3 33.6 405; 43.2 52.0 w 0 3 10 13.3 .17.0 ' 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.43 .35.6'' 32.3 -41.2 47.0 -47.3'; 47.6 -60.8 999 3 20 13.0 .16.3: 16.0 -20.1 19,4 -24,3 ' 23.0 -29.0 2741 -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 1,2.1 •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 10 146 .15,8 18.0 -19.5 21.8 -23.6 : 25.9 -28.1 30.4 -33.0 35.3 -38.2 411.5 .+419r 52.0 -56.4 4 20 13,9 -15,1 17.2 -18.7 20,8 -22,6 24.7 -26.9 294 .31.6'' 33.7 -36.7 38;7 -42.1 49.6 -54.1 4 50 13.0 -143 16.1 -17.6 19,5 -21.3 23.2 -25.4 27.2 49.8' 31.6 -34.6 36,2 •39.7 46.6 -51.0 4 100 12.4 43.6 15.3 -16.8 18,5 -20.4 22.0 -24.2 25,9 •28A' 30.0 -33.0 34;4 .37.8 44.2 -48.6 ro 4 500 10,9 •12,1 13.4 -14.9 16,2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 302 43,6 38.8 -43.2 5 10 14.6 -19.S 18.0 -24.1 21.8 -29.1 25.9 -34.7 3014 40.7 35.3 -47.2 40.5 X54.2 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 -44.0 311.7 .50:S 49.6 -64.9 5 50 13.0 -16,5 16.1 -20.3 MS -24,6 , 23.2 -29.3 27.2 -34.3 31.6 -39.8 Hb2 -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 5 500 10,9 -12.1 13.4 -14.9 16,2 -18,1 19.3 -21.5 22.i� -25.2' 26.3 -29.3 301.2 -331A 38.8 -43.2 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. P.R. 6 SunFrame Unirac Code-Compliant Installation Manual 0:"U N I RAC Table 3.p„eao(ps> Roof Overhang Effective Basic Wind Speed (mph) Wind Are" Zone (so 100 110 120 130 140 : 170 2 10 -21.0 -25.9 -31.4 -37.3 A -50.8 -74.9 2 20 -20.6 -25.5 -30.8 -36.7 3b -49.9 •573: -73.6 Do d 2 50 -20.1 -24.9 -30.1 -35.8 -42 t3 -48.7 41',19" -71.8 2 100 -19.8 -24.4 -29.5 -35.1 41.2• -47.8 -54,9 -70.5 n 3 10 -34.6 -42.7 411.6 -61.5 -72,1 -83.7 =%A -123.4 0 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 w 0 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48,1. -61.8 ad 3 100 -!ofl -12.2 -14.9 -17.6 -20.6 -23.9 -27.4 -35.2 2 10 -37.2 -33.5 -40.6 -48.3 .56.7 -65.7 -75.5 -96.9 i 2 20 -27,2 -33.5 -401.6 -48.3 -56.1 -65.7 -75.5 -96.9 2 50 -27.2 -33.5 -40.6 -48.3 X56:7 -65.7 -75.5 -96.9 r 2 100 -271 -33.5 40.6 -48.3 -56.1 -65.7 45.5 -96.9 40 3 10 45,7 -56.4 -68.3 -81.2 -95.3 -110.6 ',-126:9 '.. -163.0 n 3 20 A1.2 -50.9 -61.6 -73.3 _K0, -99.8 -114.5 ' -147.1 w 0 3 50 -353 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1' -126.1 0 1W 1 3 1 100 -30.9 r -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 2 10 -24,7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 2 20 -24.0 -29.6 -35.0 -42.6 .50.0 -58.0 -66.5 -85.5 2 50 -23.0 -28.4 -34.3 -40.8 =47.9 -55.6 -638. -82.0 2 100 -22.2 -27.4 -33.2 -39.5 ►;4, -53.8 X1,1 -79.3 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -88 -88.1 r 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 =b5 ': -85.5 c 3 50 -23,0 -28.4 -34:3 -40.8 -47,9 -55.6 -63A -82.0 3 1 100 22.2 " -27.4 -312 -39.5 -46.4 -53.8 -61.7 -79.3 Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,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 hurrican prone regions. This category Topographic Factor. includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Also see ASCE 7-05 pages 287-291 for further explanation and Determine the Exposure Category by using the following explanatory photographs,and confirm your selection with the definitions for Exposure Categories. local building authority. The ASCE/SEI7-05*defines wind exposure categories as follows: ExPosuRE B is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 am 'UNI RACY Unirac Code-Compliant Installation Manual 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,h Exposure (ft),look up the adjustment factor for height and exposure in Mean roor Table 4. height IRI B C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,pnet(psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by the adjustment factor for height and exposure,A(Step 7),the Source:A,Chapt 6,Figure Minimum Design Loads for Buildings and Other Structures,Chapter b,Figure 6-3, p.44. Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: pnet(Psf)_AKztlpnet30 pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet3o(psf)=net design wind pressure for Exposure B,at height =30,I=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table S.Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Variable Description Symbol Value Unit Step Reference Buildlog.Height h ft Building,Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 8"'c ind Sptted V mph I Figure I Effective Roof Area sf 2 Roof Zane SetbackLength a ft 3 Table I Roof Zone Location 3 Figure 2 Net Iign Wind Pressure pnet3o psf 4 "Cable 2,3 Topographic Factor Kzt x 5 adjusa mm'fact,or for height:and exposure category A x 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load pnet psf 9 Page 8 SunFrame Unirac Code-Compliant Installation Manual ::'U N I A,C Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind Speed Y= gions with Bask:Wind Category CategoryDeslcription Building Type Examples 85-100 mph,and Alaska speed,V>IOOmph 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 I,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capcity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: shelters Designated emergency preparednessm 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 Page 9 an U N I RAC 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 I,Step multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,pnet• See P(psf)=1.OD+1.OS1(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(Psf)=LOD+I.Opnet(downforce case 2) 3.Please Note:The terms rail span and footing spacing p(psf)=1.OD+0.7551+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D-1.Opnet (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. The following procedure will guide you in selecting a Unirac pnet=Design Wind Load(psf) rail for a flush mount installation.It will also help determine The maximum Dead Load,D(psf),is 5 psf based on market the design loading imposed by the Unirac PV Mounting research and internal data. Assembly that the building structure must be capable of 1 Snow Load Reduction-The snow load can be reduced according supporting. to Chapter 7ofASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Figure 3.Rail span and footing spacing are interchangeable. Ra'�Spao L OP PO t Spac'h B NAP aV\d Qe�Qe�ray\S Note:Modules must be centered symmetrically on the rails(+/-2*),as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual :::UNIRAC Table 7. ASCE 7ASD Load Combinations Description Variable ...>•MI , units w Dead Load D {.Q x I.0 x i psf Snow Load S I.0x + y #}75x, + �?: psf Design Wind Load Pnet pX + ��. psf Total Design Load P P sf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Using the distributed load,w,from Part II,Step 2,look up the W(P if) allowable spans,L,for SunFrame. Determine the Distributed Load,w(plf),by multiplying the module width,B(ft),by the Total Design Load,P(psf).Use the There are two tables,L-Foot SunFrame Series Rail Span Table maximum absolute value of the three downforce cases and the and Double L-Foot SunFrame Series Rail Span Table. The Uplift Case. We assume each module is supported by one rail. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to Part w=Distributed Load(pounds per linear foot,p1D III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot psf) Step 3:Determine Rail Span/L-Foot Spacing Table 8.L-Foot SunFrame Series Rail Span Span w=Distributed Load(In (B) 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 $F SF $F SF SF SF SF �:SF SF SF' SF $F '. SF 5F 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF $F SF SF SF SF SF SFSF 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 5F SF SF $F 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 $F'' SF SF SF' 6.5 SF SF SF SF SF SF SF SF SF -- 7 SF SF $F $F SF SF SF SF 7.5 SF SF SF SF SF SF SF SF " SF $F SF. .SF SF SF' SF SF 8.5 SF SF SF SF SF SF SF 9 IF SF SF $F SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF 1'1 SF $F SF SF 11.5 SF SF SF 12 SF SF SF' 12.5 SF SF 13 SF SF 13.5 SF I4' SF Page 11 2: UNI RAC Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span Span w=Dh vibuted Load(In (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 SF SF SF SF SF SF SF $F SF SF SF SF SF: SF SF SF' $F SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF' SF SF SF SF SF SF SF SF- SF'' "SF SF SF'.. sF SF 'moi . 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF' SF SF SF' SF SF SF SF SF 5F SF SF SF SF .5 SF SF SF SF SF SF SF SF SF SF SF SF SFr: SF 5F SF' SF SF SF SF SF SF .5 SF SF SF SF SF SF SF SF SF $F': $F SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF 3 SF SF SF SF .5 SF SF SF SF SF SF SF SF SF' .5 SF SF _.SF SF 16 SF' 5F SF 10.5 SF SF SF 11 SF SF SF 11.5 SF SF 12 SF' SF 12.5 SF 13 SF`. 13.5 SF 14 Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(lbs),is determined by It is the installer's responsibility to verify that the building multiplying the Total Design Load,P(psf)(Step 1)by the Rail structure is strong enough to support the point load Span,L(ft)(Step 3)and the Module Length Perpendicular to forces, the Rails,B(ft). R(lbs)=PLB R=Point Load(lbs) P=Total Design Load(psD 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 S. Pagc /� 12 SunFrame Unirac Code-Compliant Installation Manual "U N I RA,C Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 11.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Specific s/e" shaft,* Force,R(lbs),requirements. gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir,South 0.46 235 enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0.46 235 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 Southern Pine 0.55 307 Threaddepth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table 11.2A,11.3.2A. Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. „V *Use flat washers with lag screws. 13 :'UNI RAC Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly,governs installations using the SunFrame systems. [3.1.] SunFrame® rail components © © Figure 4.SunFrame components. O O O O m y D O Figure 5.SunFrame threaded slot rail, cross section,actual size. P 14 SunFrame Unirac.Code-Compliant Installation Manual ::'U N I RACc ORail—Supports PV modules.Use one per row of modules L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- cap strip—Secures PV modules to rails and neatly ules between rails.Includes 3/9'x 11/4" bolt with flange nut for attaching L-foot or standoff shaft,and two /w frames top of array.Lengths equals rail lengths.Cap strips x 21/z'lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105-T5 aluminum extrusion,anodized(clear or dark bronze)to match PV ®Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for ©Cap strip screw(1/4-20 x 1,Type F thread cutting)—Use example).Use one per L-foot. Two-piece(pictured): 6105-T5 aluminum extrusion.Includes 3/e"X 3/a'serrated to secure each cap strip(and modules) rail,one per flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an addition al end screww wherever a two 5/w"x 31�z"lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/s'x 11/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 0 Rail splice—Joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansion joint.8 inches long,predrilled.6105-T5 aluminum extrusion,an- odized(clear or dark bronze)to match PV module frame. Installer supplied materials: ©Self-drilling screw(No.10 x3/a')—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out 0 End caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with OTruss-head sheet metal screw(No.8 x 5/8")—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. OL-foot—Use to secure rails either through roofing mate- rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently Use no less than one L-foot per 4 feet of rail.6105-T5 Asked Questions..."(p.16). aluminum extrusion,anodized(clear or dark bronze)to match PV module frame. OL-foot bolt(3/a'x I ')—Use one per L-foot to secure rail to L-foot.304 stainless steel. Flange nut(3/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 / \ called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably an anti-seize lubricant,available at auto parts stores,(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. Page 15 -F U N I RAC Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. Footings must be lagged into structural members.Never attach them to the decking Aalone,which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 32 feet,contact Unirac concerning thermal expansion issues. 1%2"at each end of array Sample lout,illustrated in Figure 4; Assuukpiions:12 r dules,(60'x 36 ), arranged in 3 rows of 4 modules Array**"h —7:44'(ifs'module width x 4 modules per row) Amylength 60'(60'module length x.3 rows) +3'(1 'end rail width x-,2 rails) Z; +11/I'(14'between-module rail width x 2 rails) a c 184 ` �;: �•. :« / 1.Laying out the installation area Array Pli length Always install SunFrame rails perpendicular to rafters.(These ' , \� Rails instructions assume typical rafters that run from the gutter to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower :...... - edge of the roof),and must be mounted within 10 degrees of i horizontal. ,,�,� Leave adequate room to move safely around the array during installation.During module installation,you will need to slide y 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 T : of modules per row in your installation,determine the size of your array area following Figure 6. �- Array 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 must be included in module length. Pas. 16 SunFrame Unirac Code-Compliant Installation Manual ::•UNI RAC 2.Installing the lowest row o L-feet and rail .................... ......... _ In the lowest row,it is not necessary to use L-foot adjusting sliders,even if you plan to use them in subsequent rows.Install _ F L-feet directly onto low profile roofing material such as asphalt r � shingles or sheet metal.(For high profile roofs,such as tile or shake,use optional standoffs with flashing to raise L-feet. L-feet must be flush with or above the highest point of the roof ` , surface.) '^ c L-feet can be placed with the double-slotted side against the ,y roof surface(as in Fig.7)or with the single-slotted side against the roof(which increases air circulation beneath modules). Module-to-roof dimensions are listed on page 15 for both ar- A, rangements. I.feet r If you are using L foot adjusting sliders,you must use the short side of the the L foot against the roof in the Lag f first row.See Figure 9 below. screw / If you are using both L foot adjusting sliders and standoffs, I /f Always lag into slot nearest the bend see the upper box on page 11. 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 ���' line.(A SunFrame rail can also be used as a straight edge.) ` !ower edge of Position the L-feet with respect to the lower edge of the roof as ✓ installation area . illustrated ____ ..._... illustrated in Figures 7 and 8. Figure 7.Placement of first L foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. 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). 3 ........................... .......... Cut the rails to your Utility slot for No. 10 screw array width,being sure to keep rail slots free of roofing grit or other Utility slot for 1/4" debris.If your instal hexhead bolt Slot for F'` j lation requires splices, Figure 8.L-Foot footing bolt assemble them prior to orientation. attaching L-feet(see"Footing and splicing require- ;•- `° ments,"p.11,and"Material planning for rails and cap strips,"p.13).Slide the s 8/_inch mounting bolts into the footing slots. If more than one splice is used on a rail,slide L foot bolt(s)into the footing 4K 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 respect to the L-feet as shown in Figure 9.Align the y 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. g' Roof peak 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. P.p 17 ::"U N I RIAC' 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 flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no standoffs. � 3 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. �B�A L-foot This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48feet,thermal 6. Interior rail sections supported by only one L-foot must gt g f expansion joints may be necessary.Please contact Unirac. be adjacent,on at least one side,to a rail section sup- 1. Footing spacing along the rail(A in illustration above) ported by no less than two L-feet. is determined by wind loading(see pp.5-8,especially 7. Rail sections longer than half the footing spacing re- step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of Rafters the maximum footing spacing(A).For example,if Span i A is 32 inches,Overhang B should not exceed 16 inches. Stringer 'r--- Rail Modules should always be fully supported by rails.In other words,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 P- 18 SunFrame Unirac Code-Compliant Installation Manual UP U N I RAC 3.Laying out and installing the next row of L-feet With L-feet only:Position the second row of L-feet in accor- dance with Figure 10.Ensure that you measure between the lower bolt hole centers of each row of L-feet.Install the second ModulZle gth+'l, t row of L-feet in the same manner and orientation as the first <h� row,but leave the lag screws a half turn loose.Be aware of the (hole to hole) Y 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 illustrar` tion below provides spacing guidelines.The length of the L._. ___..._ ................................. ....... . . . .... <.......:.........v 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 Lowest row of L-feet �►�Align slider 1 (no footing sliders) A-3'/4" center hole to chalk line A+3/4" q+ i 3/ 6" A+2 t A Figure 11.If you are using L-foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail �9 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 at one end of the rails,and snug the upper rail(Fig.12)toward the lower rail,leaving no gap between the ends of the modules and either rail.(If pan-head 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:Install rails on first and second rows of L-feet.Verify spacing by placing a module onto the Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. S.Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow- ' All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 19 W U N I RAC Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.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 1i4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw. (In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing good planning can also achieve both material conservation and splicing requirements"(p.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 it ii ii t ti 11 tE ii i' t# ii t! ti i! ti 44 fi 11 it fi ii It II ii ii 1 f Trim line(array edge) F Trim line(array edge} ► 1 •„ • •V 112"• J i . -� . .i 1 X 96" 1st cap strip 19 I.i i i� •Mi 43 1 11 tl 11 CI C 83" ;; ;; ;; E 122" {; 4th rail 41 ii 11 19 XI i i iii i e i •I 1 • • •W 1 12" •i I • • • • • •i I • • • • • •i X 96" • • • • 2nd cap strip B 83" D 122" r i 3rd rail t; _ Y 128" it i3 V 80" .�i .)ice . .i i . .Y i . 3rd cap strip ii A 96" C 109" 2nd rail ii ii �� i ii 4 i .W 80" •; a I . . 3 I Z 128 .w I 4th cap strip A 96" i i B 109" , 1 st rail 11 i! 173 it Pt If II ill i? I3 Usable remainder:D,70";E,70';Y,64",Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual 'U N I RAC 6.Securing the first module Gather sufficient lengths of cap strip Cap strip screws - - to cover the length of the first rail.For ,9;0"" - maximum visual appeal and material conservation see"Material planning for i vetttettsg> rails and cap strips"(p.13). 1/3 odulo"width. Slide the first module into final position �-- at one end of the array.Lay the remaining y modules in the top row,leaving a gap about a foot wide between the first and _ second modules(Fig.13). � The temporary gap allows the installer to 1` place one of his feet between modules.He �a- can access the section of the cap strip he needs to secure while leaning toward the peak of the roof.For the time being,the M last module may overhang the rail by up ;, ' V0 no sst0- �tsnd to one third its width. L I cdo strip unto Attach the end of the cap strip with # ! , P the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. A The structural integrity of your array requires that cap strip screws fully engage the threaded rail.Use the cap L t strip screws supplied with your cap strips.Any substitute - [ screws must be 1/4-20 Type F thread cutting(18-8 stainless "2.'Instoii�seews 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 Ste hole falls more than 4 inches from any end,drilla 1/4-inch hole 2 inches from the end and install an additional "5.. . .... ... ,- .�..... �........................: ."` screw. Figure 14.Position and secure modules one by one. AWherever it is necessary to make a new cap strip hole, �drill a 1/4-inch hole before installing the cap strip screw. b 7.Installing the remaining modules in 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 - I/4-inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top.When complete,every 5 gop 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. Page 21 0:'U N I [ Unirac Code-Compliant Installation Manual SunFrame —777 9.Installing the end caps Attach the end caps to the ends of the rails by securing with I the truss head sheet metal screws provided(Fig.16). u, 4. i d»' ........................................_.......................... ................................................................. 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%4-20Type 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 %4" 1.50-1.57 38-40 114= D 3/4" 1.77-1.85 45-47IT F I%4" 1.93-2.01 49-517T E I%4" Sharp lipped modules 'OVT G 1" Sanyo lipped modules H 3/4" Page 22 SunFrame Unirac Code-Compliant Installation Manual :N-U N RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5!clamps The answer depends on the orientation of your L-feet and with the 3i8-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. I E; How do I attach SunFrame to a standing-seam metal 2'/4-±'/8- roof? '/4-±'/8_roof? A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-5!—clamp,designed to at- tach a wide variety of products to most standing-seam metal ant solution that eliminates flashings and Module roofs.It is an elegant g '�� thickness penetrations altogether. 1 varies Module 2'/4-±i/8- thickness varies /8-±1/8- Standoff height 31/8-+i/s- (3-,4-,6-,or 7- all±'/a") 13/4-±f/8p P- 23 an U N I RAC Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc.,warrants to the original purchaser the practices specified byAAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period often(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 This Warranty shall be VOID if installation of liability with respect to 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.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. ow 1411 Broadway Boulevard NE Page N■ Albuquerque NM 87102-1545 USA U N I RAL 24 20% EFFICIENCY SvnPower E20 panels are the highest efficiency panels on the market to"Joy, SERIES providing more,power in he some amount of space MAXIMUM SYSTEM OUTPUT Comprehensive invertercompatibility ensures that customers can pair the highest- efficiency panels with the h ghes e`ficie-cv inverters, maximizing system output, REDUCED INSTALLATION COST More power per panel means fewer panels a per install.This saves bath time and money. RELIABLE AND ROBUST DESIGN SunPower`s unique Maxean-"cell technology and advanced module THE WORLD'S STANDARD FOR SOAR' design ensure industry-leading reliability SunPowerr''" E20 Soler Panels provide today`s h"2f:es' elf .>rcy and performance. Powered by SunPower NAcixeon'' cell technology, the E20 series provides panel conversior efficiencies of up to 20.1 Inc L2(,.) low voltage teiripe!ature caef'ic,ient, ant:-reflec.ivecel:ass and exceptional low-light performance attributes provide oulslanaing energy dehvery pe• peek power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 0, _____ _ _................... 1 FII , CC!11VEN 0 N A L E 0 � E E19 ... MAXEON'm CELE BELIE'; SERIES ;ERIES TECHNOLOGY Patented d cltk i k rcntcc solc-,?ceA, =a � ED PV CYCLE E cu firs f us rn� n ingf es C E effic;enc/end relicbility, . eNmw. sunpowercorp.com i MODEL: SPR-327NE-WHT-D ELECTRICAL DATA IN CURVE Measured ar Shmdard Te9 Conditions iSTC):irradwnw 1000W/m',AM 1.51and cell tempemtnre 25°C .,.................................. 7 Nominal Power(+5/-3%) Pnom 327 W Cell Efficiencyh 22.5% 6 1000W/m' .................. Panel Efficiency 11 20.1 % 5 Q 4 8tX 4Yi`rrE __ Rated Voltage Vmpp 54.7 V C 3 Rated Current ImPp 5.98 A j 2 Open-Circuit Voltage Voc 64.9 V 1 Short-circuit Voltage Isc 6.46 A 0 200 W/m Maximum System Voltage IEC 1000 V 0 10 20 30 40 50 60 70 Temperature Coefficients Power(P) —0.38'IK Voltage M I Voltage(Voc) —176.6mV/K Current/voltage characteristics with dependence on irradiance and module temperature. Current(Isc) 3.5mA/K NOCT 45'C+/-2-C TESTED OPERATING CONDITIONS Series Fuse Rating 20A Temperature —40"C to+85"C Limiting Reverse Current(3 strings) IR 16.2 A 550 kg/m'(5400 Pa),front(e.g.snow) Max load Grounding Positive grounding not required w/specified mounting configurations 245 k9/M2(2400 Pa)front and back(e.g.wind) ELECTRICAL DATA Measured at Nominal Operating Cell Tempanmtre(N'OCr)Inad'wm-a 806W/m2,20"C,wind I m/s Impact Resistance Hail:25 mm at 23 m/s Nominal Power Pnom 243 W Rated Voltage Vmpp 50.4v WARRANTIES AND CERTIFICATIONS Rated Current Impp 4.82 A Warranties 25-year limited power warranty Open-Circuit Voltage Voc 60.8 V 10-year limited product warranty Short-Circuit Voltage Isc 5.22 A Certifications IEC 61215 Ed.2,IEC 61730(SCII) MECHANICAL DATA Cells 96 SunPower Moxeon"cells Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Front Glass High-transmission tempered glass with anti-reflective(AR)coating — Frame Anodised aluminium alloy type 6063(silver) Junction Box IP-65 rated with 3 bypass diodes 32 x 155 x 128 mm Weight 18.6 kg DIMENSIONS MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES --- i (IN) 12X 06.6 t.26) IOX 04.2[.17] :.1... ..,.__.. t ice, <... �.... 1 4 d OH ENDS y_ t Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. C 2011 SunPower Corporation.SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON ata vademorks or regis tared trademarks s u n powe rc o r p,eo m of SunPower Corporafion in the US and a:her countries as well.All Rights Reserved.Speuficaiiuns included in this damsheet are subject to change without notice. D«ument#001,65414 Rev*B/A4 EN ri r a ' n-; s z - �:�6 i IL S{;C el€ f le, Pl- . z ._ .z m An outst acldit€on tftefa€rll .The next . n'ius tG ;bids on a SUc eSS lrl model�i tf pie en ancerr ts, ' iricluding,maxirrkirr tsower harvest,S'W'"six az circuit sn§tmbiner,integrated,lockabiO M. ' r Disconnect,significantly Improved,efficiency,,and unoeatatge reliability. Now,largqr,,pqwer stages expand 1tho prover Frrinius 10 farr► :ft rri'2 to Z 12 kW in a single Inverter. a A w s a x" y' # 1 "'N" Recommended PV-Power(Wp) 2500-3450 3200-4400 4250-5750 5100-6900 6350-8600 8500-11500 9700-13100 9700-13100 1:10200-13800 MPPT-Voltage Range 230...500 V DC Startup Voltage 245 V Max.Input Voltage(at 1000 W/m' 14'F(-10'C)in open circuit operation) 600 V Nominal Input Current 8.3 A 10.5 A 13.8 A 16.6 A 20.7 A 27.6 A 31.4 A 31.4 A 33.1 A --- -..._..-- ---- ------- ------ --- _.__.. -...-- --=- Max.usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 53.3 A 56.1 A Admissible conductor size(DC) No.14-6 AWG Number of DC Input Terminals 6 _._ _...---------- --._ ......... ....--- -- ---- -....-- -- ._............... Max.Current per DC Input Terminal 20 A;Bus bar available for higher input currents . � Its pig*' ,. F� � �. �=� ���' 7Ml5• • � � ���' Nominal output power(PA. 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Max.continuous output power 104°F(40°C)208 V/240 V/277 V 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Nominal AC output voltage 208 V/240 V/277 V 1208 V/240 V 277 V Operating AC voltage range 208 V 183-229 V(-12/+10%) (default) 240 V 211 -264 V(-12/+10%) 277 V 244-305 V(-12/+10%) Max.continuous 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 31.6 A"' n.a. output current 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.7 A 47.5 A 27.4 A" n.a. 277 V 10.8 A 13.7 A 18.1 A 21.7 A 27.1 A 36.1 A 41.2 A n.a. 14.4 A" Admissible conductor size(AC) No.14-4 AWG Max.continuous utility back feed current 0 A ---------------------------------------- Nominal output frequency 60 Hz Operating frequency range 59.3-60.5 Hz Total harmonic distortion <3% Power factor 1 1Trgn1u9 iQ ,;: ., ;3 i4,` 8 f»# 7 dS� 1 N1 ... � '.s , i fi Max.Efficiency 96.2% \ CEC Efficiency 208 V 95.0% 95.0% 95.5% 95.5% 95.0% 95.0% 95.5% 95.0% n.a. 240 V 95.5% 95.5% 95.5% 96.0% 95.5% 95.5% 96,0% 95.5% n.a. 277 V 95.5% 95.5% 96.0% 96.0% 96.0% 96.0% 96.0% n.a. 96.0% Consumption in standby(night) <1 W Consumption during operation 8 W 15 W 22W Cooling Controlled forced ventilation,variable fan speed Enclosure Type NEMA 3R Unit Dimensions(W x H x D) 17.1 x 24.8 x 9.6 in. 17.1 x 36.4 x 9.6 in. 17.1 x 48.1 x 9.6 in. --- ......_.....- --- ----- Power Stack Weight 31 lbs.(14 kg) 57 lbs.(26 kg) 82 lbs.(37 kg) Wiring Compartment Weight 24 lbs.(11 kg) 26 lbs.(12 kg) 26 lbs.(12 kg) Admissible ambient operating temperature -4...122°F(-20...+50°C) Compliance UL 1741-2005,IEEE 1547-2003,IEEE 1547.1,ANSI/IEEE C62.41,FCC Part 15 A&B,NEC Article 690,C22.2 No.107.1-01(Sept.2001) .: ...�4� ��IW rife ���� ...•/y�� xy•• .s,_ WM� / \\ .,: � �/� �� A i ..,1��/\\�l\, r � (. ,Y �� ���•�� Ground fault protection Internal GFDI(Ground Fault Detector/Interrupter);in accordance with UL 1741-2005 and NEC Art,690 DC reverse polarity protection Internal diode -- ...._........ .......- ---....................- -- -----...... _....._._.... --- - --.._._ ....------ --- Islanding protection Internal;in accordance with UL 1741-2005,IEEE 1547-2003 and NEC Over temperature Output power derating/active cooling ' Cml, Gartidxt and2c� t+1 f17.1-01(Sept, Ofd . "per Phase drg F'roniusL 4 q ni Divi tr 10421 Citation 04 4, ufte t106��f�M!Ohioan,48118 E-Mail:pw 40, f wwwJronlus-r f.com G.540 W SYSTEM SIZE y�! MODEL 5PR-327 5UNPOWER 327 WATT EA.. RIDGE11 4 1#/MODULE.61.391 x 4 1.1 VIM x 1.18"D ROOF (2.4#/5F) HOU5E: gREq SOLAR MODULE ARRAY- 20 MODULES TOTAL i X11 /I I I Al EXX "VNX1 SUNFRAME SYSTEM I I I I V (TYPICAL RAIL ACROSS EACH ROW OF ENTIRE ARRAY) IxX�X1 (Only Two Shown for Clarity) •I ;