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Home My WebLink About39605-Z�Q�g11FFOLir Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37648 Date: THIS CERTIFIES that the building SOLAR PANEL Location of Property: SCTM #: 473889 68759 CR 48, Greenport Sec/Block/Lot: 33.-5-14.1 7/8/2015 7/8/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/16/2015 pursuant to which Building Permit No. 39605 dated 3/23/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to of the aforesaid building. Vangelatos, Constantinos & Spanondis, Cath SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39605 07-02-2015 V Authorized Signature Permit #: 39605 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) Permission is hereby granted to: Vangelatos, Constantinos & Spanondis, Catherine 68759 CR 48 Greenport. NY 11944 To: Installation of roof -mounted solar panels as applied for. At premises located at: 68759 CR 48. Gree SCTM # 473889 Sec/Block/Lot # 33.-5-14.1 Pursuant to application dated 3/16/2015 To expire on 9/21/2016. Fees: Date: 3/23/2015 and approved by the Building Inspector. SOLAR PANELS CO - ALTERATION TO DWELLING $50.00 $50.00 Building Inspector Form 'J". 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. -3-12-15 New Construction: Old or Pre-existing Building: (check one) Location of Property: 159 l�OURE y� C7�EEN'F1d1Z'C- House No. Street Hamlet Owner or Owners of Property: CONsr^rvrl-t-,1(3S \)A NGCI- At OS 9 CAWERMAE SPA WNDTS Suffolk County Tax Map No 1000, Section 33 Block cJ Lot lLi . d01 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: RON 109u N Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 SO�jyo� O! •JSS �DUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rKED-town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Vangelatos Address: 68759 CR 48 City: Greenport St: New York Zip: 11944 Building Permit #: 39605 Section: 33 Block: 5 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: North Electric License No: 890 -ME SITE DETAILS Office Use Only Residential X Indoor 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 LA Twist Lock Exit Fixtures TVSS Other Equipment: 9.470 KW Photovoltaic System to Include 27- Canadian Solar CS6P- 255 and 11 - Canadian Solar CS6P - 235 Panels with Enphase Micro Inverters, A/C Disconnect, Combiner Box and Meter Notes: Inspector Signature: Date: July 2, 2015 Electrical 81 Compliance Form.xls 10SUFFQIf Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179v O01 53095 Main Road - SOUTHOLD, NEW YORK 11971 SSTO]RMWA\T]E]k MANAGEMENT Town of 'Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY.) ❑[SA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one -hundred -year floodplain as depicted on FIRM Map of any watercourse. 0 E F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 docs -not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Ow(n'e'r, Design Professional, Agent, Contractor. Other) NAME: LL E N P 1 ., l.gfua�rtlf Q�f Contact inforynatioa (051- ` O 1_ L] L4 3 L] rrrtrp�—N—bM — Property Address / Location of Construction Work: OS159 Rove qg 6RC6NP6P,T_ IN`I._11g4� FORM 4 SMCP - TOS MAY 2014 S.C.T.M. 1000 Date: District S 14.001 3-12-15 Section Block Lot **** FOR BUILDING DEPARTMENT USE ONLY /Q*�** Reviewed By: `—i lo Date: Approved for processing Building. Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 (aVOroger.richertMso oAny.us M a.i I -ID : Poch eiyoAk6 170 Wi lbUr Plaob BUaDING DEPARTIVIENT Coln -emirs %�. /- TOWN OF SOUTHOLD -716 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: KlAVTV► F'LEr-XP—icc I _l_C_ No.: s: S 0- C- ROC.r-q 6X N T y No.:. V51 --1N- Lt(43 0 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: `Phone No.: Permit No.: d Tax -Map District: - 1 �S zANtz%a 6wZV,� mum )0 Section: Date: a _ v-) I Block: 5 Lot: I y .=_ *BRILF DESCRIPTION OF WORK (Please Print Clearly) �A CAti� (Please Circle All That Apply) *Is job ready for inspection: YES ! NO. Rough In Final *Do- you need a Temp Certificate: YES / NO Temp Information (if. needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82z -Request for Inspection Form � C, 0 0 Vjf so couffil TOWN OFSOUTHOLD BUILDING" DEPT. 765-1802 INSPECTION FOUNDATION I -ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ROUGH -PLUMBING INSULATION - FINAL FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION L�ELECTRICAL (FINAL) [ I CAULKING - 4t,4Z- DATE INSPECTOR Tom Petersen Architects 0 Planners Construction Official: Building Department for project at: 68759 Route 48 Greenport, NY 11944 Re: Solar Panel Installation — As -built Certification, Permit # 39605 Vangelatos Residence 68759 Route 48 Greenport, NY 11944 Dear Sirs, April 15, 2015 I've reviewed the as -built solar panel installation at this location to evaluate structure and the connection of the panels to the roof. Criteria: Applicable codes: Design roof load: Design wind load: My findings are as follows. PNP 0 5 � D W, LE I aq �' JUL -1 e existing rop ,.DEPT TO1P'P! OF SOUTHOI_D 2010 Residential Code of New York 2001 Wood Frame Construction Manual 30 psf live load, 15 psf dead load, 45 psf total load 120 mph, 35 psf; Exposure Category `B' 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x10 roof rafters @ 16" o.c., with 2x4 collar ties and 2x12 ridge, span = +/- 18'-2") is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two layers. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system, roof connections and connection spacing are rated for 110 mph. This project requires the larger Solar Mount I-2.5 beam (2.5" high) and spacing of flange foot connection to roof at 48" o.c. maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 5/16" diameter x 4" long lag bolts. The total panel installation is no higher than 6" above the existing roof plane. It is a violation ofNYSED 72 09for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation `altered by' with his seal, signature, date of alteration, and description of the alteration. I therefore certify that the actual installation complies with the applicable codes and design loads mentioned above, as well as ASCE 7-05 and 2011 NEC (including Article 690), and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! — T APC Sin rely yours, tU�\CO�PC PF Tom Petersen Cc: Kelcy Pegler Roof Diagnostics X 0352.913 y© T� O F 1AE� 6 Country Lane • Howell�`New-Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783 FIELD 321SPEMON B. SORT DATE Chi NN'TS FOUNDATIOlq (1ST) ..1.....M.........b��b�� v �lrA FOUNDATIOIl (2ND) ROUGFI FRANmr & PLUMBING O rA '� y TNSULATI0NPER N.'3t'. STATE ENEPoy CODE y , . • FINAL Q) �D�� ASL' �►�'S T�' ... . C . R 'ad Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net Approved Disapproved a/c 20 '20 20 l p�cc, 'EoW1 MAR 16 203 BLDG. DEPT TOMj Of SOUTHOLD PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to. ,ICATION FOR BUILDING PERMIT INSTRUCTIONS Date "A TRCR 12— , 20 is a. Ti p , * pletely 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. g0t;JZL--- Signature of a2plicant or name, if a corporation) ['70 WT-L15uQ 'PLACE' GTE Coca —6014EMr-At k�q 11" 16 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 30 LAS Co Name of owner of premises t;011 STA QTT- O S VAN Ca C LA $ pS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 534 53 - H Plumbers License No. Electricians License No. 990- ME Other Trade's License No. 1, Location of land on which proposed work will be done: W759 Roulr— 14S q'1EF—► `r House Number Street Hamlet County Tax Map No. 1000 Section Block Lot t L' . ®b d 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 Ss NC, l Et. ` ApAIC -`9 BEST-j_>E kj C E 0%, Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work SOLA12, (Description) 4. Estimated C � , � 56 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units. If garage, number of cars b Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7 Dimensions of existing structures, if any: Front Height Number of Stories, Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories. Depth 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories Rear 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 N09 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES No CONST, wwo s b t -7 5QTc U're 4q 14. Names of Owner of premisesMat-LA`f® S_Actctress6 Iib A4 0,q+Phone No. 6 91-111 ` - 1619 Name of ArchitecrXIATmeRSFt,\ Address CauNrq 03 Phone No 7132.7130 -1763 Name of Contractor&ffi 00M TALAPI Address en"gA.=� "A 11,71 6 �hone No. 143 I - 784 - L44 3� 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 MAYBJE 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 NOX_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSOFF L RON CELE 0 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 80L&t-1- C'bf0TP�CZCJ1Z, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 11day of MAPCVA 20 15 Notary Public JAIN1�Cdl. N Notary Public - State of New York 'No. OIC06$07%8 , LQualified in Nassau County My Commission Expires: 07/07120K — Signature of Applicant Tom Petersen Architects Planners Construction Official: Building Department for project at: 68759 Route 48 Greenport, NY 11944 Re: Solar Panel Installation Vangelatos Residence 68759 Route 48 Greenport, NY 11944 Dear Sirs, March 10, 2015 I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 2010 Residential Code of New York 2001 Wood Frame Construction Manual Design roof load: 30 psf live load, 15 psf dead load, 45 psf total load Design wind load: 120 mph, 35 psf; Exposure Category `B' My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x10 roof rafters @ 16" o.c., with 2x4 collar ties and 2x12 ridge, span = +/- 18'-2") is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two layers. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system, roof connections and connection spacing are rated for 110 mph. This project requires the larger Solar Mount I-2.5 beam (2.5" high) and spacing of flange foot connection to roof at 48" o.c. maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 5/16" diameter x 4" long lag bolts. The total panel installation is no higher than 6" above the existing roof plane. It is a violation of NYSED 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation `altered by' with his seal, signature, date of alteration, and description of the alteration. I therefore certify that this installation complies with the applicable codes and design loads mentioned above, as well as ASCE 7-05 and 2011 NEC (including Article 690), and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! �RED ARC,y O� PS l:. PFr Si rely yours, Tom Petersen 1 .. N olk Cc: Kelcy Pegler, Roof Diagnostics 0352g� 0 4s, 0352 NE�-t 6 Country Lane • Howell, New Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783 r. nrgm ,A Home SOLAR March 12, 2015 Solar Panel Installation Vangelatos Residence 68759 Route 48 Greenport, NY 11944 Dear Sir/Madam: 170 Wilbur Place, Suite 100, Bohemia. NY 11716 1 -800 -75 -SOLAR Please find the following attached documents for the Vangelatos Solar Photovoltaic Installation at 68759 Route 48 Greenport, NY: • Check made payable to the Town of Southold for the fee of $200 • Two (2) original Southold Building Permit Applications • Application for Certificate of Occupancy • Application for Electrical Inspection • Stormwater Management Worksheet • Four (4) Sets of stamped and sealed architectural plans with spec sheets • Roof Diagnostics Solar's Insurance Information, including Workers Comp, Disability, & Liability documents. • Copy of ME License Please do not hesitate to contact me with any questions or concerns. I can be reached at 631-416-5525. Sincerely, 4afme Coltman Permitting Specialist NRGHomeSalarcom STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia. Legal Name & Address of Insured (Use street address lb. Business Telephone Number of Insured only) 800-757-6527 Roof Diagnostics Solar & Electric of NY lc. NYS Unemployment Insurance Employer Registration 614 Corporate Way, St 4 Number of Insured Valley Cottage, NY 10989 50-39533-4 1 d. Federal Employer Identification Number of Insured or Work Location of Insured (Only required if coverage is Social Security Number specifically limited to certain locations in New York State, 454175170 i.e., a Wrap -Up Policy) 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) Federal Insurance Company Town of Southold Building Department 3b. Policy Number of entity listed in box "1a" Town Hall Annex Building 54375 004 4727794 00 Route 25 3c. Policy effective period PO Box 1179 Southold NY 11971 07/01/2014 to 07/01/2015 3d. The Proprietor, Partners or Executive Officers are X included (Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy.) The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "2". The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c", whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license, or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Ronald B. Giadrosich, McGriff, Seibels & Williams Inc. (Executive Vice President) (Print name of authorized representative or licensed agent of insurance carrier) Approved by: (Signature) 12/5/14 (Date) Telephone Number of authorized representative or licensed agent of insurance carrier: (205)581-9415 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2 Insurance brokers are NOT authorized to issue it. 6105.2 (9-07) tQ-10ic20.1 STATE OF NEW YORK INIORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PARTI. To be completed by Disability Berne lits Carrier or Licensed Insurance Agent of that Carrier la. Legal Nome and Address of Insured,(Use street address only) lb, Business Teleplione Ntunber of Insured ROOF DIAGNOSTICS SOLAR AND (800) 757-6527 ELECTRIC OF NY LLC lc. NYS UnctuploymentLlsurttace Entploye Registration dba NRG HOME SOLAR NtunberofInsured 614 CORPORATE WAY VALLEY COTTAGE, NY 10989 Id. Federal Employer Identification AFaunberofInsured or Social Secarinr Nitnnber 454-17-5140 2. Nanie azul Address of the Entity Requesting Proof of 3a. N.9 me of hisur Lice Carrier Coverage (Entity Being Listed as the Certificate Holder) NEW YORK STATE INSURANCE FUND Town of Southold Building Department Building 54375 Route 25 31]. Policy Ntuurber of entity listed in box "la": P.O. Box 1179 DBL 6523 96 - 4 Southold, NY 11971 3c. Palicy effective period: 08/07/2014 08/07/2015 to 4. Policy ¢avers: a. ® All of the employer's eunployees eligible tinder the Neuv York Disability Benefits Law b. E] OiAy the following ths6 or eLasses of (lie eniployees elkiployees: Under penalty of peljtlry, I certify that I am tui authorized representative or licensed agent of the ulsurauice ea vier tefkv aced above and that die ztamed insured has NYS Disability Benefits insum nee coverage as described above. Date Signed_ 12/5/2014 ]3yJoseph J. Masi (Sigrature of irsura rine carriers a utho rized represertat ire of FM lice rred i rsura rte Agent of that irr ura race cacrier) TelephorteNunlber (866) 697-4332 Title Director of Disability Benefits Itrtsurance IMPORTA?TT_ If box -4a- is cbecked. and this fonts is signed by the insurmice carrier's authorized represerladve or NTS Liceused Insurance Agntt of 1101 carrier, this certiticate is COh1PLETE. ;Sail it direelly to tate certificate bolder. If box -4V is etaeetaed. this owifacale is NOT COMPLETE for proposes of Sectioa► 220. Sub& S of the D7isabithy $enefits Law. it roust ba naa70d for Completion to 11301YorkeW COUIpensaliar Board. b13 i'tans 3cceplaaee Unit. 20 Parti: S1ree1. Albany_ New Yolk' 12201. PART Z. To be completed by NYS Workers'Compensation Board (Only If box "41V' of Part I has been checked) State Of New York Workers' Compensation Board According to infonua tion inaiutained by the NYS Workers' Colupensad ni Board, the above-named- employer has complied u ith the ATS Disability Benefits Lacs with respect to all of lus.rher employees. 1 Date Signed By. Isieu mare Of Nl'S tivorhery Cr{11P015at{pn 86arcl Employee) Telephone Number Title Please Note: Only insurance carriers Licensed to -write NYS disability benefits insllrtance policies and NYS licensed insurance agents of diose utsut-ance-carriers are authorized io issile Forim DB -120.1. Insurance brokers are NOT authorized w issue this fern. DB -120.1 (5-16) Certificate [Number 298903 19 Additional histillctions for Fonn DB420.1 By signing this form, the uisurance carrier identified in box "3" on this form is certifying that it is utsuring the business referenced in box "la" for disability benefits router the Heil, York State Disability Benefits Lala'. The Insurance Carrier or its licensed agent IVI' ll send this Cenificate of Insurance to the entity listed as the certificate holder in box "?". This Certificate is valid for.the earlier o one year after alis for nt is nl)prm'ed Ut, the hisurrnrce carrier or its licensed agent, or thepolicr expiration date listed in box "3e". Please Note: Upon the cancellation of the disability benefits policy indicated oil this form, if the business continue; to be named on a permit, license or contract issued by a certificate Bolder, the business must provide that certificate holder with a new Certificate of TKYS Disability Benefits Coverage or other iudiorizedproof that tide business is complying with the inin atory coverage requirements of the Nene York State Disability: Benefits Lala. [DISABILITY BENEFITS LAW §226. Subd, 8 (a) The head of a. state or municipal department, board, commission or office authorized or required by law to issue any perinit for or ill conIlection with a11V 11 ork involving the employment of employees ill employment as defined in this article, and notwithstanding any general or special stahlte requiring or authorizing the issue of such perm ts, shall not issue such permit unless proof duly subscribed by all insurance carrier is produced in a folia satisfactory to the chair, that the payment of disability benefits for all employees has been secured ils proi,ided by this article. Nothillc., herein. however. shall be construed as creating any liability oil the part of Stich Shite or municipal department, board, conn-nissioll or office to pay any disability benefits to ally Sllcll employee if so employed. (b) The head of.a state or municipal department. board. coalllllission or office authorized of required by 1a11" to enter into ally contract for or in connection with any work involi ing the employment of employees in enrploy-nient as defined in t1ii5 article. and nomvitlistandin, ally general or special statute requiring or authorizing ally Sllcll contract, shall not enter, into filly Sllcll contract unless proof dilly subscribed by an insurance carver is produced in a form satisfactory to the chair.. that the payment of disability -benefits for all employees has been secured as provided by this article. DB- 1''0.1(5-06) Reverse _� -1 ® �►� o CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 12/05/2014 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MCGRIFF, SEIBELS & WILLIAMS, INC. P.O. Box 10265 Birmingham, AL 35202 CONTACT Danielle Butterfield NAME: AIC No Ext):800-476-2211 FAX No): E-MAIL ADDRESS: dbutterfield@mcgriff.com INSURER(S) AFFORDING COVERAGE NAIC # 08/04/2014 INSURER A:Scottsdale Insurance Company 41297 EACH OCCURRENCE $ 2,000,000 INSURED Roof Diagnostic Solar Holdings, LLC Roof Diagnostics Solar & Electric of NY, LLC dba NRG Home Solar INSURER B:Liberty Mutual Fire Insurance Company 23035 INSURER C :Federal Insurance Company 20281 INSURER D :Navigators Specialty Insurance Company 36056 614 Corporate Way Suite 4 Valley Cottage, NY 10989 PRODUCTS - COMP/OP AGG $ 4,000,000 $ INSURER E: INSURER F: CCIVFRAC,FS CERTIFICATE NUMBER:FNFXDPLK REVISION NUMBER: THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AD L INR S R WVD POLICY NUMBER POLICY EFF MMIDDIYYYY POLICY EXP MWDDIYYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FRI OCCUR 102590435C 08/04/2014 07/01/2015 EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTEff-_ PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ excluded PERSONAL & ADV INJURY $ 2,000,000 GENERAL AGGREGATE $ 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY FX PE LOC PRODUCTS - COMP/OP AGG $ 4,000,000 $ B AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED IX HIRED AUTOS X AUTOS AS2Z91462454014 04/29/2014 04/29/2015 COMBINED SINGLE LIMIT 1,000,000 Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident Deductible: Comp/Coll $1,000 D X UMBRELLA LIAR EXCESS LIAB I X IOCCUR CLAIMS -MADE ELU782570/0112015 08/04/2014 07/01/2015 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED I I RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y OFFICERIMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA 00447277940000 07/01/2014 07/01/2015 XWCSTATU- I IOTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Certificate Holder is Additional Insured under General Liability as required by written contract. Town of Southold Building Department, Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 I.AN9,MLLAI IUN SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �...�s„� Page 1 of 1 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD SUFFOLK CpUN ` LICENSINQ!&CO QEPTOFLggOR _ Fr: `. - NSUMER AFF MASTER QRS ,- ELECTRICIAN 30SEPH p �` ° STRIANO ° s oeitifies that th'b bearer is duty t NORrH 6eci.by Lite EL ecraic LLc ' - Caunty,ofSuffolk _ .i�..4 890=ME.v.w, 1.2/01/1975 , �unonw� ' 12IOi/2O16z tt11V cQ G 1�1 } Z U NIS ELECTRICAL �WnN aaaaaaa NSPECTIUM REGLORE ' f6 OIL ASN07E® sa��o 0000000a �� =�JJ'z 00000000 / DAT/� ## �6C`zs U U V U U U V V U V UIF W W U U W U U U U U U U U OV w�'J'm¢¢daa ad 2d2 (n=� W W...l fnNNtnN U]V1N / NOTIFY BUILDING D A MENT AT / 765-1802 8 AM TO 4 P 4 OR THE FOLLOWING INSPECTIOPv\z / 1 FOUNDATION T COMPLY VIM -1 ALL CODES OF NEW YORK STV')'E & TOWN CODES �S REQUIRED- A U _ OF iefftmvTowtzR— SO BOAR 5 L3 I U� , U 1+611 ),N 'INOdNSaNID e.� 'Bir S1C102! 65LB9 J EO r Oil 'o12i1�31S 4NV Nvios 3NINEHIVO 'SIONONb'dS :c S011SONOVIQ d00;�l - SONIlNd1SN0'SOIV SNVA 0 o Z % ARRAY & ROOF AREA CALC'S ROOF #1 ARRAY AREA 690.97 fP ROOF FACE AREA 1618.12 fl' 690.97/1618.12 = 42.70% FACE AREA COVERED BY ARRAY ROOF DESCRIPTION R-1 COMP, SHINGLES AZIMUTH 243' PITCH 19' SHADING 94% LEGEND (N) PV LOAD CENTER o ROOF ATTACHMENT cc. (N) AC DISCONNECT -'�-- RAFTER CHIMNEY O PIPE VENT 1" PVC/EMT CONDUIT O AIR VENTSKYLIGHT VN --- CONDUIT (E) UTILITY METER SAT SATELLITE 0 ELECTRICAL EQUIPMENT ANTENNA ENPHASE MICROINVERTERS M-215-60-2LL-S22-IG O WHIRLYBIRD VENT MODULE SPEC'S 3'-3" 3'-3" 111 1 �'i in I ;n I in Lo CS6P-255P CS6P-235PX PANELS -255w PANELS -235w Canadian Solar Panels Conadian Solar Panels L -GATE 120 CELLULAR (N) PV LOAD CENTER PRODUCTION METER cc. (N) AC DISCONNECT a, 1" PVC/EMT CONDUIT 0 \ (E) UTILITY METER cl \,A obi 38 PV MODULES —� 114 ATTACHMENT ® 48" O,CMAX ENPHASE MICRO -INVERTERS M-215-60-2LL-S22-I0 UNIRAC SOLAR MOUNT RAIL Lc m cP. 1 PLAN --- ' - -- ' --- imp— PV-2 NOHIN-- ROOF PLAN WITH PANELS SCALE: 3/32° - 1 -0' nrg* Home- SOLAR w`e's a rp�hr o a of m„ e� �]ff0 DY 4dOf NKW UTILITY METER U ON POST � U OF- zW (E) DOWNSPOUT - w d_ �z w Q LL OJ uj o FROM UTILITY w z PROVIDER (OVERHEAD) c� N N z W F- z a Lu00 2 zQFz W �U�~ a ILI U L1.1 N C] a- (L OZLnz ~ <z°DW WI�0 z d (E) TO MAIN Drg. No.: --- SERVICE PANEL Drg• Bg.: TMG (INTERIOR WALL) Rev. ey: --- (N) L— PRODUCTION METER (INTERIOR TE 120 CELLULAR ) TO AIINAIS,RVICE PANEL Date: 04 MAR IS TITLE SHEET: (EXTERIOR WALL) ELECTRICAL 1 ELECTRICAL -&-SIDE ELEVATION -DETAIL ----- — -- - - - - - — -- ---- - - (N) UTILITY AC DISCONNECT- - SIDE -ELEVATION ` PV -3A SCALE: NTS (EXTERIOR WALL) DETAIL PY-3A � 0 0 z FROM PV ARRAY it c� (N) JUNCTION BOX FOR ENVOY (N) 100AMP PV LOAD CENTER (EXTERIOR WALL) SERVICE INFO UTILITY COMPANY: -- MAIN SERVICE VOLATGE:240V MAIN PANEL BRAND: -- MAIN SERVICE PANEL -200A MAIN CIRCUIT BREAKER RATING: 200 A MAIN SERVICE LOCATION: NORTH-WEST WALL SERVICE FEED TYPE:OVERHEAD MAIN SERVICE PANEL GROUND: EXISTING GROUND ROD 1 - JUNCTION BOX B❑ 1 - L -GATE 120 PRODUCTION METER 1 - 100A SOLAR ONLY LOAD CENTER 3 - 15A/2P SOWS BREAKER LLJ I - 1S4/1P ENVOY BREAKER I - OOA FUSED AC DISCONNECT WIN QTY: 38 454 FUSES NOC: 0.9 I - OQA FUSED AC DISCONNECT WIM WIRE GAUGE: #8 4SA FUSES MP I - UNE -SIDE TAP TO INVERTER SPECS INVERTER TYPE: ENPHASE M215-60-2LL-S22-IG QTY: 38 WATTAGE: 190-270W SERVICE VOLTAGE: 240V CEC EFFICIENCY: 96.5% (E) MANSERVICE ICE PANEL BAR 200A 604 UTILITY FUSED 604 FUSED k L -GATE 120 AC DISCONNECT DISCONNECT PY PRODUCTIC MP 4SAUP FUSES 41W FUSES 15:TFR E 3 D 3 Ba e 3 - +6 THWN-2 I - #6 THWN-2 ECC/GEC IN i' EMT CONDUIT NOTES: I. ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. ALL PV EQUIPMENT SHALL LISTED BY A RECOGNIZED TESTING IAB, y(L7 om m ROD 3. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM, —. 4. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY - INTERCONNECTION, BREAKER SHALL NOT READ LINE AND LOAD. 5. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, THE BREAKER SHALL BE INSTALLED AT THE OPPOSITE END OF THE BUS BAR OF THE MAIN BREAKER S. WORK CLEARANCES AROUND ELECTRICAL EQUIPMENT WILL BE MAINTAINED PER NED 110.26(A) (1), 110.26(A) (2) k 110,269A) (3) 7. ALL EXTERIOR CONDUITS, FIRINGS AND BOXES SHALL BE RAIN TIGHT AND APPROVED FOR USED IN WET LOCATIONS PER NEC 314.15 8. ALL METALLIC RACEWAYS AND EQUIPMENTS SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. 3 2A 3 - IS THWN-2 1 - Ie 1HWN-2 ECC/OEC1 - Ie TNWN-2 EOC/GEC IN 1' EMT CONCUR IN 1' EMT CONCUR VOC: 240VAC VOC: 240VAC LSC: 34.2AAC Isc In Bur. ENPHASE INVERTER TOTAL SYSTEM CALC'S QTY: 38 MAX AC: 42.75A NOC: 0.9 (On x NGC) x 1,25% WIRE GAUGE: #8 WIRE OCP: 47.00A TEMP RATING: 75'C NLP RATING x TEMP OE -RATE AMP RATING: 50A MAX AD TO BE LESS OR EQUAL TO TEMP DE -RATE: 0.94 WRE IS APPROVPED BY 2011 TO JUNCTION BOX TO LOAD CENTER CALC'S QTY:12 MAX AC: 13.50A NOC: 0.9 (ON x NDC) x 1.25% WIRE GAUGE: #10 WIRE OCP: 23.45A TEMP RATING: 75'0 AMP RATING x TEMP DE -RATE MAX AC TO BE LESS OR EQUAL AMP RATING: 35A TEMP DE -RATE: 0.67 TO "RE OCP FOR WWE TO BE APPROVED By2011 NEC 2 3 - 010 THWN-2 I - /S THIN -2 EGG/GEC IN T' EMT CONDUIT VOC: 240VAC MODULES SPECS QTY: 27 MODULES TYPE CS6P-255P WATTAGE: 255W NOCT WATTAGE: 185W FRAME THICKNESS:40MM FRAME COLOR: BLACK Voc:37.40 Vpmax: 30.20 Isc: 9.00A Imp: 8.43A IOGA SOLAR ONLY LOAD CENTER JUNCTION BOX 2 - %1�-1 MONITORING 1- 012 1111WN-2 ECC/GEC OUTLET IN 3/4' ELT CONDUIT JUNCTION BOX TO LOAD CENTER CALC'S QTY: 13 MAX AC: 14.63A . NOC: 0.9 (01Y x NOD) x 1.253 WIRE GAUGE: #10 _ WIRE OCP: 23.45A _ TEMP RATING: 76C ANP RATING x TEMP BE -RATE AMP RATING: 35A MAX AC TO BE LESS OR EQUAL TEMP DE -RATE: 0.67 TO APPROVEE OCD BY 20 REN TO BE MODULES SPECS QTY: 11 MODULES TYPE:CS6P-235X WATTAGE: 235W NOCT WATTAGE: 170W FRAME THICKNESS:40MM FRAME COLOR: BLACK Voc: 36.90 Vpmax: 29.80 Isc:B.46A BRANCH #1 SOL, ARRAY fg.470 kWrt 1 TGs eBABCe_It z z 13 MODULES IN PARALLEL. CONNECTED IN BRANCH CIRCUIT MOMIU9 pmt ppDexoplp MODULES CANADIAN SOLAR CS6P-255P & 4 MODULES CANADIAN SOLAR CSSP-23SPX BRANCH #2 nrgk Home - SOLAR PGD Aq a^ n+cpr�4p BRANCH 02 13 CIRCUS IN PARALLEL CONNECTED IN BRANCH rr 0 MODULES CANADIAN SOLAR CS6P-255P k 4 MODULES CANADIAN SOLAR CSOP-235PX u% INWLLS ASM L'ANamNO O LACE CABLE IDIS-SOA4L1.-512-M z z 'a - BRANCH #3 BB3UCF!_!3 H z pC Or M _ AD• 12 MODUCIRRs IN PARALLEL CONNECTED IN BRANCH 11EN_J LJ} B MODULES CANADIAN SOLAR CSBP-253P Z---'F_M-`----JI 3 MODULES CANADIAN SOLAR CS6P-235PX = Q Cr C0101CIO15 ME m pU�� LACE CABLE "'CABLE@ SUPPORTED ON PV 1n Q 0_ INFORMATION d0AW0 BARE COPPER RACICNG SYSTEM NOT r F- O F- U.I ASK ME 22 AVO, 31 'C tm IN FREE AIR EXPOSED TO DIRECT J Q^ w W a-, �T V VOC: 240VAC VOC: 241VAC SUNUGHf z 1 ISO: IODMC ENPHASE INVERTER BRANCH 3 CALC'S NOC: 0.9 1 (OTY x NOO) x 1.252 EN m pU�� LACE CABLE U1Ji�� WEATHER STATIONm 1n Q 0_ INFORMATION -1 O zLn z (SLIP LONG IAP NACAOTLUR r F- O F- U.I ASK ME 22 AVO, 31 'C Q z 00 Lu IJ -00 MM ABOVE ,C F 6U i E J Q^ w W a-, �T V VOC: 240VAC N SUNUGHf z 1 ENPHASE INVERTER BRANCH 1&2 CALC'S ? CONDUCTORS ME LACE CABLE SUPPORTED ON PV IOAWO BARE COPPER R RACIONO S1SItT1 NOT CONO IN FREE NR EXPOSED TO DIRECT VOC: 240VAC Drg. No.: --- SUNUGHf ISI: 11.7AAc ENPHASE INVERTER BRANCH 1&2 CALC'S Drg. Bga TMG QTY: 13 MAX AC: 14.63A Rev. 9g1 --- NOC: 0.9 1 (Ory x NDC) x 135% Date: 04 MAR 15 I _ _ -.— R.,..�ELECTRIC TEMP RATING: 75'C AMP RATING x TTOAP DE -PATE TEMP RATING: 75'C AMP MONO • TEMP DE -RATE LINE AMP RATING: 25A MAX AC TO BE LESS OR EQUAL AMP RATING: 25A MAX AC TO BE LESS OR EQUAL DIAGRAM TEMP DE -RATE: 0.94 TO APPROVED B�R2017ETO NEC BE 70 WIRE OCP FOR WIRE TO BE TEMP DE -RATE: 0.94 APPROVED Bf 2011 NEC PV -4 ALL LABELING TO BE RED BACKGROUND IN COLOR WITH WHITE LETTERING, DISCONNECTION MEANS; TO BE INSTALLED AT ALL AC DISCONNECTS PER NEC 2011 690.14(C)(2) SOLAR AC DISCONNECT DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION; TO BE INSTALLED AT DISCONNECTING MEANS PER NEC 2011 690.17 WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION INVERTER OUTPUT CONNECTION; TO BE INSTALLED AT MAIN SERVICE PANEL PER NEC 2011 705.12 (D)(7) WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE TO BE INSTALLED AT MAIN SERVICE PANEL AND UTILITY NET METER: WARNING DUAL POWER SOURCES, SECOND SOURCE IS PV SYSTEM TO BE INSTALLED AT MAIN SERVICE PANEL IN THE EVENT OF SUPPLY SIDE CONNECTION: WARNING SUPPLY SIDE CONNECTION IN USE FOR PV INTERCONNECTION TO BE INSTALLED AT MAIN SERVICE PANEL AS PER NEC 2011 690.54: E PERATING VO�42,75 PERATING CU Home SOLAR yacop no r � r o � yre or�nrai ao UU U� F- U 0, OP zW �w _Q Oz Q U - Oa 11C w U) O F - w _cr F- Ul CO X 'r zW Z < FF w OU=3 F-: N VuiOp 4 aZLnz r Qz°DW uj0 0- Z Q Dre. No.: --- Ore. Be.: TMG Rev. By: --- Date: 04 MAR 15 TITLE-SHEET,— LABELING PV -5 ®r CanadianSola_r Make The Difference THE BEST IN CLASS Canadian Solar's modules are the best in class in terms of power output and long term reliability. Our meticulous product design and stringent quality control ensure our modules deliver a higher PV energy yield in live PV system as well as in PVsyst's system simulation. Our in-house PV testing facilities guarantee all module component materials meet the highest quality standards possible. 'Black frame product can be provided upon request. PRODUCT WARRANTY & INSURANCE PRODUCT I KEY FEATURES J loose Added Value From ` 97 Excellent module efficiency y r. -e nl Warranty up to 15.85% 80 5 10 is 20 25 Outstanding performance at low irradiance _ _____ _...._. _.__._ above 96.5% 25 Year Industry leading linear power output warranty 10 Year Product warranty on materials and workmanship Positive power tolerance up to 5w Canadian Solar provides 100% non -cancellable, immediate warranty insurance High PTC rating up to 91.88% PRODUCT& MANAGEMENT SYSTEM I CERTIFICATES* IEC 61215 / IEC 61730: VD E/CE/MCS/JET/KE M CO/SII/CEC AU/ 1 N M ETRO/CQC/CGC UL 1703 / IEC 61215 performance: CEC listed ( US) / FSEC (US Florida) Self-cleaning & anti -glaring UL 1703: CSA I IEC 61701 ED2: VDE I IEC 62716: TUV I- IEC60068-2-68: SGS module surface available PV CYCLE (EU) I UN19177 Reaction to Fire: Class 1 1509001: 2008 I Quality management system ISOTS16949:2009 I The automotive industry quality management system IP67 junction box available 15014001:2004 I Standards for environmental management system long-term weather endurance QC080000:2012 I The certificate for hazardous substances process management 0HSAS18001:2007 I International standards foroccupational health and safety Heavy snow load -Please contact your sales representative for the entire list of certificates applicable to your products & @_( E `",,., f 8BA�/ � � w" NRE � - � "f mm up to 5400pa CANADIAN SOLAR INC. Founded in 2001 in Canada, Canadian Solar Inc., (NASDAQ:CSIQ) is one of the Salt mist, ammonia and blowing sand world's largest and foremost solar power companies. As a leading manufacturer of resistance, apply to seaside, farm and solar modules and PV project developer with about 6 GW of premium quality desert environment modules deployed around the world in the past 12 years, Canadian Solar is one of the most bankable solar companies in Europe, USA, Japan and China. Canadian Solar operates in six continents with customers in over 70 countries and regions. Canadian Solar is committed to providing high quality solar products, solar system solutions and services to customers around the world. MI M S n, 0 9 CanadianSofar Make The Difference 'ELECTRICAL DATA- I STC Electrical Data CS6P-250P CS6P-255P Na Iii al Maxim um - Opt I 'mum Operating Voltage (Vmp) 30.1V 30.2V Optimum I gC ren Im -4; rr,,�L—:li� Open Circuit ,Voltage jy?c), 37.2V 37.4V 'Ao Module Efficiency 15.54% 15.85% Maximum,Systerp ypt!j�ag!1000V(IEC)/1000V(UL)/600V(UL) Maxiirium 5enes Fuse RatinB.1 Application Classification Class A Po *Under Standard Test Conditions (STC) of irradiance of 1000w/m2, spectrum AM 1.5 and cell temperature of 25*0. ELECTRICAL DATA I NOCT Electrical Data CS6P-250P CS6P-255P 6iI �nMaximum;Powe Pmax Optimum Operating Voltage (Vmp) 27.SV 27.5V _.16,plin,u-.m,O,Perat-i-nk-.Current ,Imp, r. 1�-6 Open Circuit Voltage (oc) 3 4.2V '34.4V Tgn` *Under Nominal operating cell Temperature(NOCT), Irradlance of Boo W/m', spectrum AM 1.S, ambient temperature 201C, wind speed I m/s. MODULE I MECHANICAL DATA Specification Data Inc Cell Arrangement 60 (6 x 10) - 'jg Weight 18.Skg (40.8 lbs) ront, over i� iwtemperedg assn' ' Frame Material Anodized aluminium alloy Cable 4mm'(IEC)/4mm'&12AWG 1000V(UL1000V)/ 12AWG(UL600V), 1000mm Standard Packaging (juanj)ty and weight per pall.) Q TEMPERATURE CHARACTERISTICS Specification Data Temperature Coefficient (Voc) -0.34%/*C�':� Temperature Aefficie.0t (IsC)`,.,,,Z,.' Nominal Operating Cell Temperature 45±2*C PERFORMANCE AT LOW IRRADIANCE Industry leading performance at low irradiation environment, +96.5% module efficiency from an irradiance of 1000w/m'to 200w/m'(AM 1.5, 25 *C) MODULE I ENGINEERING DRAWING Rear View CS6P-255P I I-V CURVES Frame Cross Section Se,,h- A -A ?1.5 350 , I -- .- - - - - - -- J - - I - - - .-.. , \1- -.11 8 1 - . - - �- - � - M - - 7-1-11--.1--) 7 6 7 2 5 77=N ge 5 - 3_.._3 1C —1000w/m2 5 2 --800w/m2 2 25C,- 6 0 _Ow/MZ 45'C —400w/m2 0 5 10 15 20 25 30 35 40 0-570 15 2f) 25 30 35 40 45 j Partner Section 'The pe,iftcorl.- made herein may deviate Wightlyand are not guaranteed. Due to ongoing innovation, rerearchand product enhancement we — the fight to make any adjustments to the Information contained herein at any time without aot[ce.. please always obtain the mcot,—rj,(.n aftfwheahich,ft.11 be duty locorporatedinto the binding contructmade bytheponfles go—ingalftrooractlans related to the purchase and,.Ie oftheprodect, de,scribedherela. ® t 0 CanadianS®lar On -grid Module CS6P is a robust solar module with 60 solar cells. These modules can be used for on -grid solar applications. Our meticulous design and production techniques ensure a high -yield, long-term performance for every module produced. Our rigorous quality control and in-house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. Applications • On -grid residential roof -tops • On -grid commercial/industrial roof -tops • Solar power stations • Other on -grid applications Quality Certificates • IEC 61215, IEC 61730, UL 1703, CEC Listed, CE and MCS • ISO9001: 2008: Standards for quality management systems • ISO/TS 16949:2009: The automotive quality management system Environmental Certificates • ISO14001:2004: Standards for Environmental management systems • QC080000 HSPM: The Certification for Hazardous Substances Regulations • Reach Compliance o�E F�Sc 1111 — 01 -us .Y�OS C C - ISW go ®F Nli E www.canadiansolar.com i > I r Y l f ® t 0 CanadianS®lar On -grid Module CS6P is a robust solar module with 60 solar cells. These modules can be used for on -grid solar applications. Our meticulous design and production techniques ensure a high -yield, long-term performance for every module produced. Our rigorous quality control and in-house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. Applications • On -grid residential roof -tops • On -grid commercial/industrial roof -tops • Solar power stations • Other on -grid applications Quality Certificates • IEC 61215, IEC 61730, UL 1703, CEC Listed, CE and MCS • ISO9001: 2008: Standards for quality management systems • ISO/TS 16949:2009: The automotive quality management system Environmental Certificates • ISO14001:2004: Standards for Environmental management systems • QC080000 HSPM: The Certification for Hazardous Substances Regulations • Reach Compliance o�E F�Sc 1111 — 01 -us .Y�OS C C - ISW go ®F Nli E www.canadiansolar.com �S6P-23"5PX._ Electrmcal Data y' STC, '. CS6N235PX Nominal Maximum Power (Pmax) 235W Optimum Operating Voltage (Vmp) 29.8V Optimum Operating Current (Imp) 7.90A Open Circuit Voltage (Voc) 36.9V Short Circuit Current (Isc) 8.46A Module Efficiency 14.61% Operating Temperature -40C—+85"C Maximum System Voltage 1000V IEC /600V UL Maximum Series Fuse Rating 15A Application Classification ClassA Power Tolerance 0 ^ +5W Tern,peratureCharacterlst>lcs;, Pmax%iC Temperature Coefficient Voc -0.34 %/ Performance at Low irracilance lndusfry leading, performance at',low Irradiantio ,e.nvlronment -§5.5%'module effio ency,fr`om an' irradiance of 1,ObOw%mz t6'200W ; 'UnderStandardTestConditiops(STC)ofnradlanceof1000W/m an spectrumAMl.5dcelltemperatureof25C . ='En iiieerin 'Drattirin s `` ,'CS6P'-235FX Nominal Maximum Power (Pmax) 170W Optimum Operating Voltage (Vmp) 27.2V Optimum Operating Current ( °C Isc 0.065 %%C Normal Operating Cell Temperature 45±2°C 'UnderStandardTestConditiops(STC)ofnradlanceof1000W/m an spectrumAMl.5dcelltemperatureof25C . ='En iiieerin 'Drattirin s `` ,'CS6P'-235FX Nominal Maximum Power (Pmax) 170W Optimum Operating Voltage (Vmp) 27.2V Optimum Operating Current ( :i j Under Normal Operatmg,CelfTemperatureflrradianceof800Wlm'spectramAWtS,ambienttemperafure20'C_',�+ ' ''wind speetl 1 m(s ' - - i ie.dki nicai Data III III I I I Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1.57in) Weight 20kg (44.1 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm' Imp) 6.27A Open Circuit Voltage (Voc) 33.9V Short Circuit Current (Isc) 6.86A :i j Under Normal Operatmg,CelfTemperatureflrradianceof800Wlm'spectramAWtS,ambienttemperafure20'C_',�+ ' ''wind speetl 1 m(s ' - - i ie.dki nicai Data III III I I I Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1.57in) Weight 20kg (44.1 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm' Canadian Solar Inc. is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems. Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. EN -Rev 70.16 Copyright ®2011 Canadian Solar Inc. Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. Canadian Solar will expand its module manufacturing capacity to 2.05GW and cell manufacturing capacity to 1.3GW in 2011. (IEC)/12AWG(UL), 1100mm Connectors MC4 or MC4 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft. Container) 672pcs (40'HQ)' Canadian Solar Inc. is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems. Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. EN -Rev 70.16 Copyright ®2011 Canadian Solar Inc. Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. Canadian Solar will expand its module manufacturing capacity to 2.05GW and cell manufacturing capacity to 1.3GW in 2011. Enphase® Microinverters Enphase@M215 The Enphaseo Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System includes the microinverter, the Envoy® Communications Gateway," and Enlighten® Enphase's monitoring and analysis software. PRODUCTIVE - Maximum energy production - Resilient to dust, debris and shading - Performance monitoring RELIABLE - System availability greater than 99.8% - No single point of system failure enpha$e J ° E N E R G Y SMART - Quick and simple design, installation, and management - 24/7 monitoring and analysis SAFE - Low -voltage DC - Reduced fire risk GO.- C s Enphase® M215 Microinverter // DATA INPUT DATA (DC) M215-60-2LL-S22/S23 and M215-60-2LL-S22-NA/S23-NA (Ontario) Recommended input, power (STC) 190 = 270,W Maximum input DC voltage 45V `Peak power tracking voltage . , 22 - 36 V _ Operating range 16 - 36 V Min./Max- start".voltage :.:..::.,. -rv.... - .........:..22 V /_45 V Max. DC short circuit current 15 A Max. input current 10.5 A OUTPUT DATA (AC) @208 VAC @240 VAC Rated (continuous),output power 215 W ~ - - - 215 W: Nominal output current 1.0 A (Arms at nominal duration) 0.9 A (Arms at nominal duration) Nominal voltage/range 208 / 183-229 V 240 / 211-264 V Extended voltage/range 179-232 V 206-269 V Nominal'frequency/range' 59.3-60:5 Hz 60:0 / 59.3-60.5 Hz . Extended frequency range 57-60.5 Hz 57-60.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25 (three phase) 17 (single phase) Maximum output fault current 1.05 Arms, lover 3 cycles;"1 04 Arms over; 5;cycles EFFICIENCY CEC weighted efficiency 96.-0% . Peak inverter efficiency 96.3% Static MPPT efficiency (wei'ghted,.rference EN50530) 99.6%e ; Dynamic MPPT efficiency (fast irradiation changes, reference EN50530) 99.3% Nighttime power consumption 46 mW MECHANICAL DATA "-, Ambient,t`mperaturerange -40°C to +`65-C Operating temperature range (internal) -40°C to + 85°C Dimensions (WxHxD)... , 17:3 cm.x 16.4'cm x 2.5 cm (6:8" x 6.45" x'1.0") without mounting bracket- ' Weight 1.6 kg (3.5 lbs) Cooling' Natural convection No fans Enclosure environmental rating Outdoor - NEMA 6 FEATURES Compatibility Pairs with most 60 -cell PV modules Communication Power line Monitoring Free lifetime monitoring via Enlighten software Compliance -. UL1741/IEEE1547, FCC Part 15 Class ,B 'CAN/CSA-C22.2 NO. 0-M91,,0.4 -04,,`.rid.31&.1-01 To learn more about Enphase Microinverter technology, [,mi enphase- visit enphase.com %EN ERGY 0 2013 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective owner. Technical Datasheets Solafflount-1 TII'.Roof Mount Technical Datasheet Pub 101.169.1td V1,1 Movemher 2.010 Solarmount-1 Module.:Connection Hardware Slider_and Mid Clamp: .......,:........... .....:...... . .................. ...........1 Sliderand End Clamp.. .............. *......... .....,::::.;..:..:..,..:.:...:...,..:.....:........ 2 SoheMount-1 Series Accessory Mount.. .... ......:................ ..................... 2 S01arMount=l Bearn Connection Hardware "1- Flange Foot ............... .:................... .............................. .......... ... ....::..............,.....3 ;2- Flange Foot: - ............... ...... ........ ...... . 3 Beam Splice. ; ....:..:.... ............ .. ..................: .................A SolarMount=l Beam SolarMouht-l-Beams.::::..:..:..::...::...:...:.:......::................................ .. .... .............5 . Solar;Mount-1 ,Engineering Reports . SolarMount-I 1'.0 Beams: ' 6. ................................................................... .. ... SolarMount-1.2.5' Beam""&:,.:.:..........::.:::...::.:.............:......:.:.......::......:.......:.........................8 S ' IarNlount-tVod6ha Connection: HarciWare Solarmount=l Serles•Sl O,—With Wild `;C_ lamp . Parr N6; 026a76 o20i6IC'Ikj; 6 .0202"0390' - Slider and Mid Clamp: Material: -One of the following mill finished extruded aluminurn Aloys:`6005 T6, 6105-T5, 6061 T6 UltimateTehsiler38ksi,Yield 35,.ksi Slider Weight:' 0:026 lbs (12g), Mid Clanip Weight': 0.050 lbs -(23g) Allowable and design loads are .valid when components are - ms 6mbled with Solar'M6004 Beams according to authorized, UNIRAC documents. , Sliders are compatible with SolarMount4 Beams • Assemble with one'/4-20 ASTM F593' bolt and" one 4-20 ASTM F594.serrated flange -nut Use anti-seize.and; ilghten'ib .10 ft lbs of torque Resistance fadtors andsafety factors are determined according to. pa!t i- section::9of,the2005Atuminum Design Manual -oX Dimensions specified.in inches unless noted Applied Load Direction, Average Ultimate lbs -(N) ,Allowable .: Load' Ibs.(N) Safety Factor,, FS . Design Resistance Load Factor, lbs (N) -@ SI'idi'ng,-Xf 1'194 (5311)1 490 (2180) . , ?.44-1: 741 (3296)' 0:620 ;Tension, Y+ . 1503(6686) .677.(3011) " 2.22 1,1024 (4555) 0.682 Tr6hsverse,'Zt.: 2080 (9252) . 915 (4070): 2.27 11393 (6152) 0.665 SalarMount�h "Mod le �orinea~tion, _Hardware 8d16rM©U6t4-Slid r.vcit Eiii+d.Cl rnp.: ; Part Ido: SolariVlount-1 Beam Connection Hardware SalarMount4 I- Flange Foot Part No. 0401'."". Y 0-X t e+w 2AAJ Dimensions specified in inbhes unless noted • 1 -Flange Foot Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate Tensile: 38 ksi, Yield: 35 ksi 1 -Flange Foot Weight: 0.101 Ibs.(46 g) • Allowable and design loads are valid when components are assembled with SolarMount-1 1.0 or 2.5 Beams according to authorized UNIRAC documents • 1-Flange,feet are compatible with SolarMount-I Beams • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual Design and allowable loads are forthe beam tofoot connection ® Be sure to check load limits for roof attachments -and standoffs Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ SolarMounl-1 1.0 Beam 1368 (5952) 591 (2629) 2.26 894 (3977) 1 0.668 SolarMount-I 2.5 Beam 1514 (6735) 648 (2882) 1 2.34 980 (4359) 1 0.647 Compression, Y - SolarMount-1 1.0 Beam 2931 (13038) 1288 (5729) 2.28. 1948 (8665) 0.664 SolarMounl-I 2.5 Beam 2750 (12233) 1223 (5440) 2.25 1849 (8225) 0.672 Transverse, X-, downhill 635 (2825) 313 (1392) 2.03 473 (2104) 0.745 Transverse, X+, uphill 42 (187) 20 (89) 2.15 30 (133) 0.705 Sliding, Zt (see Beam Splice) SolarMount-d 2 - Flange Foot Part No. 04002M, 04003M `- X ZX LK 2W 05USWt- :spa .l Dimensions specified in inches unless noted • 2 -Flange Foot Material: One of the following mill finished extruded , aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate Tensile: 38 ksi, Yield: 35 ksi • 2 -Flange Foot Weight: 0.103 lbs (47 g) • Allowable and design loads are valid when components are assembled with SolarMount-I 1.0 or 2.5 -Beams accordlhg tp authorized UNIRAC. documents • 2 -Flange Feet are compatible with SolarMount-I Beams • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual • Design and allowable loads are for the beam to Foot connection • Be sure to check load limits for roof attachments and standoffs Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Tension, Y+ SolarMounl-I 1.0 Beam 1931 (8950) 864 (3843) 2.23' 1307 (5814) 0.667 SolarMount-12.5 Beam 2478 (11023) 1111 (4942) 2.23 1581 (7477) 0.678 Compression. Y - SolarMount-1 1.0 Beam 3788 (16850) 1706 (7589) 2.22 2581 (11481), 0.681 SolarMount-I 2.5 Beam 3694 (16432) 1562 (6948) 2.36 2363 (10511) 0.640 Transverse, X-, downhill 635 (2625) 313 (1392) 2.03 473 (2104) 0.745 Transverse, X+, uphill 42 (187) 20 (89) 2.15 30(133)1 0.705 Sliding, Zt (see Beam Splice) 'Ii�r�z.rirl.it1l !trttl1 11r1t�+�t3rft - ii�. NI AC _ Beam Splice fdfateHal: Aluminum -5052-M2 Ultimate Tensile:.31 ksi,-Yield: 23 ksi : f _ Bearrr Beam Splice Weight: 0.053, lbs (24 g) Bolt - " Allowable,and rlesigra loads are.valid-When cornponent5 are assembled according4o authorized UNIRAC documents Beam .Splices; are compatible with Sola'rMount l Beams when used With ,1 -Flange ort -Flange feet f . Resistance factors and safety factors are determiried according to Splice part 1 section 9 of the 2005 Aluminum besign`Manual Nut 1 -Flange or 2 -Flange Foof 0616 7 'j - UO.L�G" .. .�X;. Dimensions specified in -inches unless noted - Applied Load Average Allowable. Safety Design Resistance Direction Ultimate :. Load : Factor; Load. Factor, lbs (N) Ibs (N) FS lbs (N) !'0 Sliding; t . ' 1428 (6362) 624 (2758) 2.34 938 {4172).. 6657 assu■ �°' �/�� Tbchnic al . ' ' usual AC /'lieu. SolarMoi u' nt-e .Ream ' MATERIAL: 'One -of the following extruded aluminum alloys: 6005 -YS, 6105 -TS; or'6061 T6, Mill Finish Properties Units-. Beam Height (in) 1,094 -.. 2.500 Approximate Weight (per -linear ft) 'plf 0.356 0.548. Total Cross Sectional Area int 0.3037 0.4665. Section Modulus (X-Azis) in' 0:1101 0.3687 Section Modulus. (Y Axis) in' 0:0390 0.0422: Moment of Inertia (X -Anis) ind .0.0602 0.4609. Moment of.lnertia (Y Anis) in 4, 0.0185 0.0211 'Radius, of Gyration (X -Axis) in 0.4453 09940 Radius.ofGyration,(YAxis) in. - 0.253fi 0.2127 11094 - 0.547 0.547 L _ F'., ...- .1.000 --��f . 1.000 '} `SolarMount-1 1.0 Beam Height -=1.094"' SolarMount-I 2.5Beam Height'= 2-.�D0_" ;Part No. 10144M Y Pari No. 11192M - Y. One 00.28fhole,is 1.188" 1 Two 00.281 holes are 1188" A, from each end of the beam `»-. X from-each.6nd- of the beam; Dimensions specified in inches unless noted UNIRAIC SolarMount-I 1.0 Engineering Report, Page 1 of 2 90.r�ph Wind Chart Ground 'Snow Module Size 0 52" x 35" 65" x 40" 77" x 51" Max Span (inches) Point Loads (pounds): Up] Down/ Side 20 30 40. 56 52 46 44 2291262/54 2111305196 197/.3271123 177/ 364/ 140 49 44 41 37 250/286158 222/3211101 20713451129 186131341148 40 .35 33 30 238/273156 212/307/96 19813291123 1 17813661141 110 mph Wind Chart Ground Snow Module Size 0 52" is 35" 65" x 40" 77" x 51" 20 30 40 49 48 45 42 305/323147 295/334/88 27713561113 2611377/135 41 40 '38 36 ' 321/340149 311_ / 352/ 82 292/375/119 2751397/143 33 32 30 29 306/325/47 297/336/88 .27813581113 - 26313791136 120 mph Wind Chart Ground Snow Module Size- 0, 52" x 35" 65" x 40" 77" x-51" 20 30 A0 45 45 42 40 337/350/43 33413531.83 315/3741'107 29913941130 38 38 36 34 355/369/ 45 352/372187 33213941113 31514151137 31 30 29 27 339/352/43 336/355183 31713761108 30113961130 150 mph Wind Chart Ground Snow Module Size 0 52" x 35" 65" x 40" 77"x51" 20 30 40 37 37 37 35 432/427/35 432/427/66 432/432193 415/ 4491114 31 31 31 30 455/450137 455/450171 4551455/98 438t4731120 25 125 25 24 434/4291-35 4341429168. 434/434/93 41814521114 Installation of products related to this engineering report is subject to the requirements below: • Flush roof instafidHons only; modules must be < 10" from roofsurface • The building has either a fiat roof, a gable roofs 45, or a hip roof s 27° • The roof has a minimum slope of 1.2° • Installation must have at least 4 modules grouped together (minimum 50 ft`) • Surrounding ground area must not slope more then 10 degrees • Location must fall into Wind Exposure Category B or C • Building height must be less than or equal to 30 feet • For roof zones 2 and 3 use 112 Max Span • Max cantilever = 113 Wlux Span • Ground snow loads are adjusted for roof slope and,temperature based on ASCE 7-05 • Long edge of module must be perpendicular to the beam • The Installer must comply with the responsibilities and instructions described in the install manual • The installer must conOrm that the method of attachment {components and hardware) and structure can handle the given point loads • In regions with ground snow loads less than 20 psf but not zero, the roof angle in degrees must be greater than the horizontal distance from eave-to ridge 150 • System dead load, including modules and mounting hardware, must be between 2 and 3.5 psf. • Importance factors are equal to CID in all cases. • Unbalanced and drift snow loads have not been considered._ • Installations must be In seismic site class A. 8i C. orb • Spectral response acceleration, Ss, is 51.5 (and 9'6.35 if snow loads are a 30 psf). 'A t N Uplift �- modulo Downforce -i- module Side ll module Know your iimitsi Check attachment load limits. 6 Ir DrAivt ring Value thrt ogh lnnOvAtWo UNIR.A S®larMount-1'1,0 Engineering Report, Page 2 of 2 gineering Varia�le5 - Description,.- Variable .- Value Units, . - Building -Height .. h.. 30 .' ft . Roof Pitch; ,: 1:84 :045 = degrees Wind Exposure Category. -6.21,..,:. C Importance Factor 7_:02: Dead Load; min! relax' 8:94• • Effective_Wind Area .: 1:84. : 50+ ft2 To* ograpliic Factor Kzt 1 -'0 Roof Zone 30 • 40 , 1. (use 112'span for zones 2 and•3) 20.0: 25.2 Design Wind Loads .,. . 653, 54 336,28 245,2T ` 193,' 16 b--:_ tinct_ 1 b A 1..... L.Y 11.77 . 1163. I AA -14A 4 I Max Design'Wind Load, Pnet; Uplift (psf):; 4.06. -28,7 , -34:2.. .-53.3 4.65 Max Design Wind Load, Pnet;'Downforce'(psf), 17.5. 26.0- 31.1.- 48.4 1:84 2.53 3.22. 6.21 -6.21,..,:. Dead, Snow, and Earthquake Loads ; -6.57 7_:02: Dead Load; min! relax' 8:94• • pSf - .: 1:84. : Earthquake Load :. 2,8 sf ..:: 7.44. .. Ground Snow Load, Pg, (pounds/ ft2) -'0 20 30 • 40 , Max Sloped, roof snow load (pso _ 0.0 20.0: 25.2 Max Distance between splices _(inches; feet) 653, 54 336,28 245,2T ` 193,' 16 Distributed Loads for 65" x 40" module;, pounds/ inch, 11.77 . 1163. (smaller modules -20 0/6, larger modules +1 S%) 11.77 12.73 0.95.. Ground $now,Load (psf): 253 .3.22- Wind Load (mph) 0 -20.% '30 : 40- 90 Uplift • J- module 110 .120 Dovunforce` -t-module Side 1l module 950 1 :.perpendicular/ normal 4.06,,' . 4.06. .4.06. ` - 4:06: 4.65 5.87 - : . 6:75 8:37-. 0.95 1:84 2.53 3.22. 6.21 -6.21,..,:. 6:21 -6.57 7_:02: .7.98 .- 8:94• • 0.96.-.... .: 1:84. : ,. -. 2.53 °,. 192, 7A4., 7.44. .. 7.44 7.44.'. 7.71 _; 7.88 _ '8,83 ... 9:79. 0:951.84 2.53" 3.22 1117 -1117 11.77 11.77 . 1163. 11.63. 11.77 12.73 0.95.. 1.84 253 .3.22- UpIlftto module, . Downf6rce,1 to module Side, lr_module' ' ' Uplif,-L:to module . Downforce; fo module Me, 11 module Uplift, --;to module - Downforce; Ito module Side, //'module Uplift,, i to module Downforce, - ,to module. Sine, ll. module " 11.: parallel For installations that:do not comply with the'limitatiotis on page 1, -,refer to www.unirad.com fpe an engineering design guide to•manually,calculate- loads or.contact your:distributer. The design it based on„and in' conipliance with thefollowing.cotleslstandards: t '2003 International Buildino'Code, by International Code Council'..,.lnc., 20.03: 2:, 2006 Iriternational'Suildind Code; by Iritemational Code Council.;1nc; •2006. 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum'Stiuctures, by.The,Aluminum Association, Wash! ngton,:D.C.,,2005. 4: 2047 California Buiiding:Code (CBC); based on -the 2006;1nterri6tional.Building:-Code; by International Code Council , Inc:; 2006:. , UNIR,AC SolarMount-I 2.5 Engineering Report, Page 1 of 2 90 mph Wind Chart Ground Snow Module Size 0 52" x 35 65" x 40" 77" x 51,E Max Span (inches) Point Loads (pounds): Up/ down/ Sidi; 20 '30 - 40 76 67 57 51 310/355173 271/_392/123 231/3851144 20514231163 63 56 51 45_ 319/365175 28414101129 259/4301161 22914731182 50 44 41 37 300/ 344170 1 26713861121 1 24914141155 1 2241461/177. 110 mph Wind Chart Ground Snow Module Size -0 52" x 35" 65" x 40" 77"x51•• 20 30 40 64 . 62 57 51 399/423/61 3861437/115 35414551144 314/4521163 53 51 48 45 410/434/63 3971449/118 37214791152` 3511/5051182 42 41 38 36 386/409/59 1 37314221111 1 350/450/143 1 3311-4771172 120 mph Wind Chart Ground Snow Module Size 0 52" x 35" 65" x 40" 77"x51" 24 30 40 59 59 1 55 51 4421458/56 437/463/108 41314901140 376/4951163 49 48 46 43 454/470/ 58 449/475/111 4241503/144 403/M0/174 39 38 36 34 427/443/55 4231.447/105 39914741136 37914991164 150 mph Wind Chart Ground' Snow Module Size 0 52"x"35" 65" x 40" 77" x'51" 20 30 40 48 48 48 46 566/559/46 666/559/89 56515661122 544/588/ 149 40 40 39 138 581/574/47 551/574191 581/5811125 559/6041153 31 31 31 30 547/540/44 5471540186. 54715471118 5261 5691144 Installation of products related to this engineering report is subject to the. requirements below. • Flush roof installations only; modules must be < 10" from roofaurface • The building has either a flat roof, a gable roof 5 45", or a hip roofs 27° • The roof has a minimum slope of 1,2° • Installation must have at least 4 modules grouped together. (minimum 50 112) • Surrounding ground area must not slope more then 10 degrees • Location must fall into Wind Exposure Category B or C • Building height must be less than or equal to 30 feet - • For roof zones 2 and 3 use 112 Max Span • Max cantilever = 113 Max Span • Ground snow loads.are adjusted for'roof slope and temperaturebased on ASCE 7-05 • Long edge of module must be perpendicular to the beam • The installer must comply with the responsibilities and instructions described In the install manual • The installer must confirm that the method of attachment (components and -hardware) and structure can handle the given point loads • In regions with ground snow loads less than 20 psf but not zero, the roof angle in degrees must be greater than the horizontal distance from eave to ridge 150 • System dead load. including modules and mounting Hardware, must be between 2 and 3.5 psf. • Importance factors are equal to 1.0 in all cases. • Unbalanced and drift snow loads have not been considered. • Installations must be In seismic site class A. B, C, or D • Spectral response acceleration, Ss, Is s 1.5 (ands 0.35 If snow loads are Z 30 psf). ®e ®U -N 1_ . Uplift module Downforce j• module Side It module Know your.limitsf Check attachment load limits. .3fliVti>1y'�,3ltt� through lfitltlVa"t.`'. rrr, - \®� 1" Technical Datasheets f. jdlS:=i �Gdt,Gi'a?t�lr; �3y. UNIRAC.Solarmount-1 2.5 Engineer! ng..Report: Page,2:.of 2 Roof Pitch = 0-45 degrees .4.06" 4:65 5:87. Wind -Exposure Category .:'. '8.37. . 0.95 1.84 2.53 3.22: ,. Importance Factor 1 1 6.29. 0.21L - 6.57 T.02 Effective Wind Area 50+ ft2 :. l':84 ' . ,2.53 .. :...-,3.22.. . Topographic Facfor Kzt 1 7:44; 7.44 7.7:1. 7.88 :.Roof Zone 1- . .(use 112 span for zones 2 and 3) 1,84' 2.53 3:22 Desi n Wind Loads 11:77 11.77 1.1.77 11.63 11:63 Basic -Wind Speed.(mph) 12.73 90 110: 120 150.= Max Design Wind Load, Pnet;.Uplift (psf)- -19.2 -28.7 -34.2 '31:.1 .=53.3 Max Design Wind Load, Pnet; Downforce-(psf)17:5 , 26.0• 48.4- , Dead, Snow, and Earthquake Loads: ` Dead Load; min/ max. 213.5 psf Earthquake Load . 2.8 psf Ground Snow Load, Pg, (pounds/ ft2) 0 20'- 30 40, Max Sloped roof -show load (psf) . 0:0 20.0' 25:2' 33.6' Max Distance between:spl)ces,(inches,.feet), 653,54 336,28 245,-20. 1.93,.16 Distributed Loads for -65" x•40" module, pounds/ inch. (smaller modules -20%, larger"rroodutes Ground Snow Load .(psf) Wind Load:(mph) _ ` `d 20 : 30 461. 90 Uplift �- module. _ 110 120 Down. ree- 1 module Side 11 module 150 ; per pendlculad-normal 4.06 4:06 4.06. .4.06" 4:65 5:87. G.75`'.. ; .:'. '8.37. . 0.95 1.84 2.53 3.22: ,. -.6,21-- '6.21'... 6.29. 0.21L - 6.57 T.02 7.'98-. 8.94: 0.9.5.. ,, :. l':84 ' . ,2.53 .. :...-,3.22.. . 7.44 7.44 7:44; 7.44 7.7:1. 7.88 8:83 .. 9:79. 0:95 1,84' 2.53 3:22 A 1.77 11:77 11.77 1.1.77 11.63 11:63 11'.77" 12.73 0.95. .. .1:84 2.53:: 3:22. Uplift, -i- to module Downiorcei,u- to,module' Side, A module Uplift;1 to module: Downforce, I to module . Side, 11 module Uplift; I to module Downtorce,1-.to ;module . Side. // mi*le� Upl1ft,1- tq, module Downforce; Ito module. Side, 11 module 9 : parallel . " For installations. that do not comply with the.limltations:on, page 1, refer to www.unirac.com, for an engineering design guide to manualI dalculate_ loads or contact,your. distributer.. The design is based on and, in:compliance with the following codes/standards: 1, .2003 International'Building Code,' -by lhternational Code Council, Inc., 2003. 2. '2f)06 International Building Code, by. International: Code Council-, jnc., 2006; 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum . Association, Washington, D.0 . 2005. 4., 2007 California:Building Code (CBC); based:on'the 20.06 International Building Code; by International Code Council;, Inc., 2006. EI,"liv-1-1.1.) 1)Flllit: �111'�11Ajr1 R�ilc t,`tl [�• 4 66 Ln T1, M LI; 0 rxdo:*ffl S660 Al 030H GREENFASTEN' PRODUCT GUIDE - GF- I GFI- L 4 4tns- D05 U� tn t: Ln 4 D05 GREENFASTEN70 -PRODUCT GUIDE- — GF- I GFI- L-812 .88 - .0 1 1 Finish Options BLK = Matte Black 13RZ = Medium Bronze MH = Mill Finish Sec4-2 tn Ln 4 Af""5–IPftx%ed—,WqpA*- AfMhm mpm& 012111 GREENFASTEN70 -PRODUCT GUIDE- — GF- I GFI- L-812 .88 - .0 1 1 Finish Options BLK = Matte Black 13RZ = Medium Bronze MH = Mill Finish Sec4-2 11 .37+.006 'THRU ALL -.002 .875±.0 10 X 8- GREENFASTEN'm PRODUCT GUIDE - GF -I ftdket 0ptions - :CP Round Sm4-a J.2 n GREENFASTEN'm PRODUCT GUIDE - GF -I ftdket 0ptions - :CP Round Sm4-a 2.000 - .10'25 .010 1 H R U- CcmOression Plate T.'XT'MilI--AluFTHnum Sm44: OMM GREENFASTENm PROD UCT-GUIDE.— GF -1 Bmckdt Options- CpLSQ' 46 t2 2. COD OV -95 2.000 - .10'25 .010 1 H R U- CcmOression Plate T.'XT'MilI--AluFTHnum Sm44: OMM 46 t2 2. COD OV -95 IU t to tfVrVft Iftrcltfmd 03M lit 2.000 - .10'25 .010 1 H R U- CcmOression Plate T.'XT'MilI--AluFTHnum Sm44: L 13 4 2.00-M E Ln to OF Lu 21, GREENFASTEW PRODUCT GUIDE — GF. I r M.-dket 4rAk7ns.- F-4-i'l Unless.0iherwise Mole-d'sdl'R .02 171,.377 +.006002THRUALL -.. 0 .875±.010 X 82", INEAR SIDE .,',-_��-� 0 THRU ALL v"A co 75 tv .,',-_��-� 0 THRU ALL 0.38 THRU \,/ 0.88 X'82" NEAR SIDE GREENFASTEN' PRODUCT -GUIDF- - GF- I Bracket Optiqns.- L- 102.3' ?_X .3a 2X.94 --I Set4-7 'WO ug off; 12 .7.4n*, Ch iss -�7 Ln 0.38 THRU \,/ 0.88 X'82" NEAR SIDE GREENFASTEN' PRODUCT -GUIDF- - GF- I Bracket Optiqns.- L- 102.3' ?_X .3a 2X.94 --I Set4-7 GREENFASTEN"" PRODUCT GUIDE - _GF -I Brackett Options - f-102-6" Mv ha ,y``: i 5 y5 13.65' Y'~ + i o:0 s' c ' '; N:,$+`.-�',.� t'i�t�`` i .�•��4_fi:i y v 1.49 h 2.00 .377j 002. .006HRi1 ALL -r;.. -. 1.00 .875}-010 X8.2 NEAR. SIDE .w,,._:....�...�a- - GREENFASTEN"PRODUCT GUIDE - GF -l. BrO4*et O.btiolz -`Z-101 A] 0 .875±.010 X $N', NEAR SIDE I� k-+ .75 ir►t Seat -9 RX -01", ='q PIr n Am AS LA cn i^*`•.'•�1••-�F[Li�T°.:/fl ')i•. = $fid�l'At cm*mPfawe4 tmder v*rkbt a thm mmwd vxaJ!! A] 0 .875±.010 X $N', NEAR SIDE I� k-+ .75 ir►t Seat -9 wl Y. )N K. ri tt W N �q .k 1-45 3,jR Ei—,CQ� Ij ti TAIL. "r -'t SS 3 is A. 'I?, n en-, no - u iew d IV, *-&-,luoi(a 6flfiqs�,lr- ill, , Bj,3:,,' is -'s 61C •AZhi -iS*, 'a6it�P•Lll i= 'GREENFASTEW.PRODUCT GUIDE — GF -1 Installation .Instructions 6. 3 4 Instructions ' Fordetailed product Blush-gon see previous page, for required tools see next page. I , locate the rafters and snap horizontal and vertical lines to nark the installation,posiWn for each GreenFasten Flashing 2 Drill a pilot hole;()/T' diameter) forthe lag bolt. Backfill with sealant 3. Insertthe flashing so thetop part is underthe next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. 4, line up pilot hole With GreenFasten hole. 5. Insertthe lag boftthrough the EPDM washerthe top compression component (L -Bracket -pictured) and the gasketed hole in the flashing and into the rafter. G Torque to 140 indrpounds Consult m enginer orgo to -www ecotasmmolarcom for engineering data. *EcoFasten-recommends Geocel2300 " $ P r . r� GiF atm 5o�a4�Rto�ze�t�mteu�tt�trca r h�JUr�hsr ted.0211811! Sect -1 Materials Needed forAssembly (see.figure 1, Sec. I-1). 1), 'Item No. Desaiption of MaeriaWart Quantity I Lag Bolt 5/1 G' By Others 2 L-102-3" Bracket � (other options mailable) 1 3 5/16" EPDM Bonded 18.8 SS Washer I 14 GF -1 Base Components Needed rd 34. s co co 0 0XaFM"sdaQ An 021161it GREENFASTEN' PRODUCT GUIDE — GF -1. 8;11 Of Materials RipguiredTools Sec3-1 Slur c ` ^ tr<e smart 9�`Z i,;Prt'9=tee c�mgani' ti1"tiretess. Itet'vrorks • GPRS Advanced Metering funcltonolity • Flexible Taro -Way Data Retrieval • Scheduled and On -Demand Reads • interval Reads (5,15; 30.60 minutes) • Rea!-fte Interval Reads • Automated Register, Self -Read & FOU Retrieval • Demand Resets • Feat --lime Meter Event and Alarm Retrieval • Real -Time Power Outage and Power Restoration • Service Diagnostics and Tamper Detection • Tilt Detection • Meter Clock Synchronization • SmartMeter.Status Display • Automated MeteT Registration ® Secure and Encrypted Data Transmissions • Bl -Directional Metering Over -Tile -Air SmarfMefer Module Fimr-vore Upgrade Supported Meter Forms • Class 20:3S, 4S • Class too: i5 Smaisynch, Inc. • Class 200: 2S. 125, 25S 4400 Old Conlon Road • Class 320: 2S Jocison, ?&� sl sippl39211 1-854362-178► Hardware Componeri s • Radio Control Module Board (RCM) • Capacitor Storage Bank (CSB) • GSWGPRS Modem • Internal Antenna • Tilt Detector • Temperature Sensor Oiseicling Ranges €emperature • Operating: (-40°C, +SS•C) • Transmission (GPRS): 1-4011C, +85°C) Humidity , • 0% to 95% non -condensing Accuracy • A4eeis A14SI 12.20 for accuracy class 0.5% Regulatory & Industry Specifltations • FCC Part 15 Class B • ANSI C37.90.1-1989: (SWC) • ANSI C12.20 (Class 0.5) -1998 • PTCRB Cerilfied • Network Calder Certified • Measurement Canada Ceriifled SmarlSynch's AMl/nfe5gence -1 metering solution features a communications module that is integrated into the ttron CENTRON electricity meter. The CENTRON SmartMeter communicates with a server running SmWSynch's Transaction Mandgement SystemTIA (TMS) and compiles C12.19 for with ANSI protocols data storage and transmission. This solution delivers actionable intelligence critical wage and rate data) over secure public 2 wireless networks (such as AT&T and Rogers Wireless) and the Intemet-in lieu of cumbersome and expeiulve private networks. This makes mass deployments quicker, easler, and more scalable, providing a signiicanfly greater Return on Resources (RoR) foruiiTiftes. Unlike proprietary, closed-arcKtecture solutions, the CENTRON Smorih/eter is essentialiy a future -proof Investment in technology. Its standards-based iP connectivity makes it adaptable and field -upgradable to support today's sensoring and communications needs, as well as tomorrow's opportunities, better ihon any e. pa�lternati oJ �.s,�C eat u1 e' s Fu-cfi I ti1"tiretess. Itet'vrorks • GPRS Advanced Metering funcltonolity • Flexible Taro -Way Data Retrieval • Scheduled and On -Demand Reads • interval Reads (5,15; 30.60 minutes) • Rea!-fte Interval Reads • Automated Register, Self -Read & FOU Retrieval • Demand Resets • Feat --lime Meter Event and Alarm Retrieval • Real -Time Power Outage and Power Restoration • Service Diagnostics and Tamper Detection • Tilt Detection • Meter Clock Synchronization • SmartMeter.Status Display • Automated MeteT Registration ® Secure and Encrypted Data Transmissions • Bl -Directional Metering Over -Tile -Air SmarfMefer Module Fimr-vore Upgrade Supported Meter Forms • Class 20:3S, 4S • Class too: i5 Smaisynch, Inc. • Class 200: 2S. 125, 25S 4400 Old Conlon Road • Class 320: 2S Jocison, ?&� sl sippl39211 1-854362-178► Hardware Componeri s • Radio Control Module Board (RCM) • Capacitor Storage Bank (CSB) • GSWGPRS Modem • Internal Antenna • Tilt Detector • Temperature Sensor Oiseicling Ranges €emperature • Operating: (-40°C, +SS•C) • Transmission (GPRS): 1-4011C, +85°C) Humidity , • 0% to 95% non -condensing Accuracy • A4eeis A14SI 12.20 for accuracy class 0.5% Regulatory & Industry Specifltations • FCC Part 15 Class B • ANSI C37.90.1-1989: (SWC) • ANSI C12.20 (Class 0.5) -1998 • PTCRB Cerilfied • Network Calder Certified • Measurement Canada Ceriifled 1 Hardware 'Spiadfications mart ildhP, HcrraVewe C-ornponerrt Radio Control Module board (PCV,) Capacitor Storage Bank (CSS) GSWGPPS Modem Internal Antenna ltit Detectoir Temperature Sensor 1"emperrstur- Ranges Operating: 1-40'C, +85°C) Transmission (wireless): (-40°C, +85°C) HunilditY POnge Oro to 95%na.-condensing Dextiatfon 32 -WARM processor, 256K RAr4, 512K flash Supplies peak power for data tronsnrssfons and all functions during power outages- no batteries required GSM modem communicates with head -end using GPRS and SMS services Flexible dual frequency GSM antenna for the modem Detects unauthorised:movement or removal of the de%ice Monitors all femperahnes to ensure correct radio operation Supporfed Meter Forms Class 20: 3S. 4S Class 100: is Class 200:2S, 12S, 25S Class 320:2S Regulotory & lndusfryCeetiScatfons FCC Part 1S Class 3 Accuracy ANSI C37.90.1- 1989: Surge W ihstand Capability {SWC) Meets ANSI 12.20 for accuracy class 0.5' ANSI CI 2.20 (Class 0.51- 1928 PTCRB Certified - Measurement Canada Certified Network Carrier Certified Inpul JOutput Signal. or fnferrace befin- Won%Volues Module Power Input Voltage 120 VAC Meter Serial klterface 3.3V / TTL compatible asyhchronovs ;{ Irriegeavo, n The SmariMeter module is a fully integrated, under -the -cover opllbn Instdo the CEf4TRON meter. The CENTP.ON GPRS SmadMeter isshipped as one complete unit, ready for field deployment. Versiorr and Compatibility Information CENTRO14 Meter Hardware: Supported meter forms, classes, and h pes, equipped with battery CENiRONMeier krinware: T8D SmadMiodule: CENTRO14 GPRS SmariMeter Module SmartSynch TMS: Version 7.20 or higher About Sm ad -Synch: moodquarlered in Jactson, hilss., SmoeSynch has been developing successful Smart Grid rntergenee solutions for theutfily industry since 2000. The company's clean -tech innovations in the Wo-vmy dethlery of real-time energy usage data over publiz% ieless nehvoik4 (AW. Rogers. etc.). in lieu of private network buitd-outs, hove lo dote simplified SmariMeter deplayments for 100 major 14:dh Amer.con util:fes, while enabling gram -energy initiatives and delivering significantly higher Returns on Resources. UnNze proprfelcxy, closed -architecture solutions. SmartSynch's SmoeVafers represent future -roof investments in technology. The standards-bs; sed IF connectivity enabled *-n every SmariMater deployed makes them adaptable and remotely upgradobte to support today's sensor and comswncations needs. as wNl as tornarow's opportunities, better than any oilecnative. Tom Petersen Architects Planners Construction Official: Building Department for project at: 68759 Route 48 Greenport, NY 11944 Re: Solar Panel Installation Vangelatos Residence 68759 Route 48 Greenport, NY 11944 Dear Sirs, March 10, 2015 I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 2010 Residential Code of New York 2001 Wood Frame Construction Manual Design roof load: 30 psf live load, 15 psf dead load, 45 psf total load Design wind load: 120 mph, 35 psf; Exposure Category `B' My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x10 roof rafters @ 16" o.c., with 2x4 collar ties and 2x12 ridge, span = +/- 18'-2") is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two layers. I i 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system, roof connections and connection spacing are rated for 110 mph. This project requires the larger Solar Mount I-2.5 beam (2.5" high) and spacing of flange foot connection io roof at 48" o.c. maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 5/16" diameter x 4" long lag bolts. The total panel installation is no higher than 6" above the existing roof plane. 1, It is a violation ofNYSED 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional altered, the altering licensed professional must attach the notation `altered by' with his seal, signature, date of alteration, and description of the alteration. I therefore certify that this installation complies with the applicable codes and design loads mentioned above, as well as ASCE 7-05 and 2011 NEC (including Article 690), and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! S' rely yours, lj� U Airs P"Lil�,'� �eNin �LA Tom Petersen 'kr29� Cc: Kelcy Pegler, Roof Diagnostics -9 6 Count Lane • Dowell New Jerse 07731 • --�O Country y Telephone 732 730-1763, Fax 732-730 1783