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0 o Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/4/2015 No: 37589 Date: 6/4/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 405 Arshamomaque Ave, Southold SCTM #: 473889 Sec/Block/Lot: 56.-2-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2015' pursuant to which Building Permit No. 39525 dated 2/5/2015 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 Priola, Jeanne & Brent, Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39525 05-28-2015 PLUMBERS CERTIFICATION DATED Authorized Signature �g�FFotrcy TOWN OF SOUTHOLD a BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST.BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39525 Date: 2/5/2015 Permission is hereby granted to: Priola, Jeanne & Brent, Mark PO BOX 1499 Southold. NY 11971 To: construct a roof mounted electric Solar Panel System as applied for At premises located at: 405 Arshamomaque Ave, Southold SCTM # 473889 Sec/Block/Lot # 56.-2-16 Pursuant to application dated 1/26/2015 To expire on 8/6/2016. Fees: and approved by the Building Inspector. SOLAR PANELS $50.00 ELECTRIC $100.00 CO - ALTERATION TO DWELLING $50.00 Total: $200.00 19 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. !=115 New Construction: Old or Pre-existing Building: (check one) Location of Property: 'A05 AwAAmamAoLr, , A vc NU E SommLD House No. Street Hamlet Owner or Owners of Property: J EANMZP . LAJ, MAA RAL �bV-E WT 11 Suffolk County Tax Map No 1000, Section Block 2. Lot ( 6 Subdivision Q Filed Map. Lot: Permit No. j — Date of Permit. Applicant:7��4 L - C mF N Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporaricate Final Certificate: (check one) Fee Submitted: $ 0� Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(aD_town.soLitho Id. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Priola / Brent Address: 405 Arshamomaque City: Southold St: New York Zip: 11971 Building Permit #: 39525 Section: 56 Block: 2 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Joseph P. Striano . 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 Twist Lock El Exit Fixtures TVSS Other Equipment: Roof Mounted Photovoltaic System, 7.7KW System To Include 28- LG 275 Panels with M250 Micro Inverters, Combiner Box and A/C Disconnect, Production Meter Notes: Inspector Signature: Date: May 28, . 2015 Electrical 81 Compliance Form.xls Tom Petersen Architects Planners Construction Official: Building Department for project at: 405 Arshamomaque Avenue Southold, NY 11971 Re: Solar Panel Installation — As -built Certification, Permit # 39525 Priola-Brent Residence 405 Arshamomaque Avenue Southold, NY 11971 Dear Sirs, April 10, 2015 R D I� J JUN - 2 20155 FIA2,31 [DEPT I've reviewed the as -built 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 fmdings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x8 roof rafters @ 16" o.c., with 2x4 knee walls, 2x6 collar ties/ceiling joists @ 16" o.c. and 2x10 ridge, span = +/- 12'-10") 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 120 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 3/8" diameter x 4" long lag bolts. The total panel installation is no higher than 6" above the 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 the actual installation complies with the applicable codes and design loads mentioned above, as well as ASCE 7-05, and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! E D A/�c S' cerely yours, �sLC) Tom Petersen Cc: Kelcy Pegler, Roof Diagnostics N����:eR 035290��0 OF N E`N� 6 Country Lane • Howell, New Jersey 07731 • Telephone 732'-730-1763, Fax 732-730-1783 FIELD INSPE4 A•Jy'. N �'1 FOUNDATION (ZND) ROUGH FP kWnNG & PLUMBING 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 p \ Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined —2, 20 %`J Flood Permit Storm-Water—Assessment Form Contact: Approved &20_j Mail to: Disapproved a/c Phone: Expiration 20__Ik -7- Building Inspector APPLICATION FOR BUILDING PERMIT I Date 2 20 JAN 2 G 2015 INSTRUCTIONS `---- -a:�his-appication ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ,i 1'Ise 3 g¢p11Tans accurate plot Ian to scale. TONiN Fee according to schedule. OF �Jl IhH(plt nlan showi g 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. (Signature of app t or name, if a corporation) (Mailing address f applicant) DATE' �/s B.P. # State whether applicant is owner, lessee, agent, architect, engineer, general contractor, elec tc , plumber or W ldF,)� Name of owner of premises FEE: _�50. gY_ C ENT AT 765-1802 8LAM TO 4 PM FOR THE If applicant is a corporation, signature`of S61y authorized officer 1. FOUNDATION - TWO REQUIRED V�Agi�.". �pp' r-1 FOR POURED CONCRETE (Name and title of corporate officer " ° "� B '� 2. ROUGH - FRAMING, PLUMBING, KWY STRAPPING, ELECTRICAL &CAULKING Builders License No.A453 ' �' `"} f 3. INSULATION Plumbers License No.4. FINAL - CONSTRUCTION &ELECTRICAL Electricians License No. Q:QJ /AV_,p.a �....» n MUST BE COMPLETE FOR C.O. Other Trade's License No. CAL ALL CONSTRUCTION SHALL MEET THE 1. Locationoflandonwhich ro ole"d'w1kN�orPkEwil�bT1.QN RE RE® REQUIREMENTS OF THE CODES OF NEW p p TE. NOT RESPONSIBLE FOR y0% hAS%AAtA0r-A& QC- AYE WE CIONSTRIICTION,FREORS. House Number Street Hamlet County Tax Map No. 1000 Section 56 Block 2. Lot t Subdivision Filed Map No. Lot leo � I 0 °°vqo •a s'n Z C c �aY=E 9E W CYU O A Z 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 Wor�:�1.A (Description) 4. Estimated Cost 2.�1 -4 oo 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 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 Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re -graded? YES_ NO Will excess fill be removed from premises? YES_ NO 3EANrJE %rn>..� 40S AV9VA ►M0MX40EAVe-%N(v 14. Names of Owner of remises M/1EXX.'gQ�'�Address Phone No.4 - I Q3 .(A%(:"4 Name of Architect E@S Address hone No I g2 • I S b • 0 koS Name of Contractor LAR Address %16 W;E%-T@ f2 pe_.Phonee Vo. (Al •'1 4.4Lk-%4 1k0 ♦1&%0%S A M$ ' 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 MAYBE 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) : COUNTY OF UOoS 1 /6R 1 j E3 LCf J being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is theTC (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 day of Q0a 20_& NotaryPublic Signature of Applicant �p�ut �. ST��>][�.1��! WA�TIE R,_ Scott A. Mussell SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL- P. O. Box 1179 53095Mairt Road- 'SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE . ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) [fJ A. Clearing, grubbing, grading or stripping of land which affects. more than5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material. within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to X100 feet of horizontal distance. D. e preparation within 100 feet of wetlands; beach, bluff or coastal erosion hazard area. E. bite preparation within the one -hundred -year f loodpla-in as depicted � on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered' -NO to all of -the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, .Date & County Tax Map Number! Chapter 236 does not.apply to your project. If you answered YES to one ormore 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 Owner, Design Professional, Agent, Contractor, Other) NAME: Contact, Information 6S 1 -784 4434 iTd,p1.- N—ba) Property Address / Location of Construction Work: 405 AQSH�►��F A E� v� JoLn*4n D "A kkorl i FORM 11 SMCP - TOS MAY 2014. S.C.T.M. #: 1000 Date: District 2 110 1 I 22 1 Section Block Lot III **** FOR BUILDING DEPARTMENT USE ONLY ***" III Reviewed By: 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 OF SOUTHOLD PROPERTY RECORD CARD OWNER .. �y✓ry { � AU: <' � f F F � .- 4..M �.+'s' a . $� .. Q. t� 4 .'� ORME AOWNE STREET q{�p�p � .�a9p.� �r„�p g � j�T,+p` � � f � $ `. i ..'1 4w Y $.,, VILLAGE �"5 + mp�t+ �, Sd✓ V'� ! �Lf/ E DIST. ' SUB. LOT _ 4 ® `g+ �9 /q ,;�^�`- { "�)/ $ �»d C/ f G� f D 1 L �. 6/ . a"a W l �% F e -j w. fy d d✓ ACR. W t c.- _l 0.0'r-5 S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB.. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 34,6171 new (j11j y)5i / 27 Z --5p 5�1— s l Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD MeadowkNid DEPTH -douse Plot BULKHEAD rotal WAS Of "- . al �. , Wil. . ce Tom Petersen Architects Construction Official: Building Department for project at: 405 Arshamomaque Avenue Southold, NY 11971 Re: Solar Panel Installation Priola-Brent Residence 405 Arshamomaque Avenue Southold, NY 11971 Dear Sirs, • Planners December 31, 2014 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 My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x8 roof rafters @ 16" o.c., with 2x4 knee walls, 2x6 collar ties/ceiling joists @ 16" o.c. and 2x10 ridge, span = +/- 12'-10") 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 120 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 3/8" diameter x 4" long lag bolts. The total panel installation is no higher than 6" above the 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 is acceptable for approval. Please let me know if you have any questions on this information. Thanks! �V gel) AP, 0, a�'t Qs� F. PFT Sin erely yours, oV S's� Tom Petersen Cc: Kelcy Pegler, Roof Diagnostics tP �4P 0352�� y0 O; N a�� 6 Country Lane 9 Howell, New Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783 nrg®" Home SOLAR January 22, 2015 Solar Panel Installation Priola-Brent Residence 405 Arshamomaque Avenue Southold, NY 11971 Dear Sir/Madam: 170 Wilbur Place. Suite 100. Bohemia, NY 11716 1 -800 -75 -SOLAR Please find the following attached documents for the Priola-Brent Solar Photovoltaic Installation at 405 Arshamomaque Avenue Southold, NY: • Check made payable to the Town of Southold for the fee of $200 • Southold Building Permit Application • Application for Certificate of Occupancy • Stormwater Management Worksheet • Four (4) Sets of stamped and sealed architectural plans, which include: o Engineering Letter o Electric Line Diagram o Site Map o Module, Inverter, and Racking Manufactures Specification Data 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, jainl e Coltman Permitting Specialist NRGHomeSolar.com STATE OF NEAN' YORK WORKERS' COMPENS A.TION BOARD CERTIFICATE OF INSURANCE :COVERAGE LJNDER THENYS DISABILITY BENEFITS LAW PART 1. To be completed, by Disability Benefits Carrier or Licensed Insurance Agent of that CarrieT 11. Legal Name and Address of 'Insured (Use street address only) 1b. Business Teleplioae Ntuliber of Insured ROOF DIAGNOSTICS SOLAR AND (800) 757-6527 ELECTRIC OF NY LLC Ic. NYS Uttemploy�leltt Itisurapce Employer Regisrrarioit dba NRG HOME SOLAR Niunber of Insured 614 CORPORATE WAY VALLEY COTTAGE, NY 10989 ld. Federel Elnpioyer Identification I�ttunQaenoflnsen•ed or Social Secarity Ninuber 454-17-5140 7, Name and Address of the Entity Requesting Proof of 3a. Name of Insimuice, Carrier Coven. Re (Entity Seung Listed as the Certificate Holder) NEW YORK STATE INSURANCE FUND Town of Southold Building Department 3b. Policy; N hunberofentity listed inbox "la": Building 54375 Route 25 P,O. Box 1179 DBL 6523 96 - 4 Southold, NY 11971 3c. palicyeffectire period: 08/07/2014 08/07/2015 to 4. Policy coven I a. ® All of the employer's employees eligible snider the New York Disability Benefits Law b. © Only the follming 01,899 or 0l,8sses of die employer's einpl6yeL9: Under penalty of peljtiry, I certify' that I an1,81i authorized representative or licensed agent of the insurance earner referenced above and that Ilse ilanled insured lm NYS Disability Benefits insure. lice coverage as described above. 12/5/2014' Joseph 'J. Masi . Date Signed B}, (Signature of imura r ce carrier's a utho rized represe rtat ije of MY5 Uce r red i roura rce Agent of that irsura roe carrier) (866) 697-4332 Title Director of Disability Benefits Insurance. Telepholte lVainber INIPORTANT: lfbox Na" is checked, and this form is signed by the insurance oaf er's authorized representalive or NYS Licensed Insurance Agent of iluil cirrier, this ecriificate is CORIPLETE. Mail it directly to dte ca9ificate bolder. If box -4V is ct tcWd, this ouniftcaic is NOT CONIPLETE for purposes of Section 220. Subd, S of die Disability iieneftrs Lass'. I[ anus[ be utailcd for Completion to [be lirarkrrs' Cantpettsation Roord. Dg Plans Atceptattea Unit- 20 Park Street_ Albiuy. Nein York 12207. PART 2. To be completed by NYS Workers' Cornpensatlon Board (Only If box "Wof Part I has been checked) State Of New York Workers' Compensation Board According to iufontiation nutintaaled by the NYS Workels' Coulpetasati0D Board. the above -muted employer has complied "'Lith the NTS Disability Benefits Law wiih respect to all of Iris (her employees. Date Sighed By (Sifaaantre gfNTyS W071 ers' CoanPwtsatibn Board Employee) Telej)hone Number Title Please Note:Only itlsnrance carriers licensed to vaite NYS disability belrefirs insrtrnlice policies ilia N YS ircetlseo lusttl'allce agelm of those uistirance cmiers are authorized to issue Form DB -120.1. Insurance brokers etre NOT authorized To issue this fens, DB -120.1 (5.06) Certificate Number 298903 Additional I istiuctions for Fonu IAB -120.1 By signing this form, the insurance carrier idetntified in box "3" on this form is certifcring that it is insuring the business referetnced ill box "l a" for disability benefits uutder the Ne., York ;Mate DisabilinT Benefits LaNv. The hisimance Carrier or its licensed agetnt 11.111 send this Certificate of hisuuraince to the etitity listed as the certificate holder in box "2". This C.enifirate is valid for the earlier of otieyear after this form is app-oved Ar the insurance tai7'ii'7' ar its Incensed agent, or thepolity eApiration date lived in boy "3c". Please :Vote: Upon the cancellation of the disability benefit, polis; indicated on this fo€nn. if the business continue; to be named on a permit, license or contract iisued bn, a certi-ficate holder. the business must pro -vide that certificate holder with a new Certificate of IN -Y'S Disabilirr Bene_its Coverage or outer authorized proof that the business is complying with the nnandator, coT.rerige rquirements of the New York State Disabilit, Benefits Law. DISABILITY BENEFITS LAW §220. Si. bd. 8 (a) The Bead of a. state or municipal department, board, commission or office authorized or required by taw to issue any llel,mit for or 111 connection -with a11V 117oI.11 111VolVilla the employment of employees in employment as defined ill this article'. and not- iiiithstalidinu ally general or special statute requiring or authorizing the, issue of such per111its `hall not issue Such permit unless proof dilly subscribed by an insurance carrier is produced ill it form satisfactoly to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. NotUlov herein. however, shall be construed as creating any liability on the part of such state or municipal department. board. commission or office to pay any disability benefits to ally such employee if so employed. (b) The head of a state or limilicipal department, board. commission or office authorized or required by law to enter into ally contract for or in connection with any work involving the employment of employees in eniploy-nielit as defined in this article. and iiotv-Nithstanding any general or special statute requiring or authorizing ally such contract, shall not enter into ally such contract tulles proof duly subscribed by all insurance carrier is produced in a folill 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 A� " CERTIFICATE OF LIABILITY INSURANCE ° 1tio51220 4"Y' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 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: PHONE 800-476-2211 F AIC No Ext : AIC No): E-MAIL ADDRESS: dbuttefield@mcgriff.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A:SCottSdale Insurance Company 41297 INSURED Roof Diagnostic Solar Holdings, LLC Roof Diagnostics Solar & Electric of NY, LLC dba NRG Home Solar 614 Corporate Way Suite 4 Valley Cottage, NY 10989 INSURER B:Liberty Mutual Fire Insurance Company 23035 INSURER c :Federal Insurance Company 20281 INSURER D :Navi ators Spedialty Insurance Company 36056 INSURER E: INSURER F: f1n\1C0Af1_FQ rFRTIFI('ATF NIIMRFR•FNFXnPI_K REVISION NUMt3EK: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MMIDD/YYYY POLICY EXP MWDD LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FKOCCUR Town Hall Annex Building 54375 Route 25 Box 1179 Southold, NY 11971 102590435C 08/04/2014 07/01/2015 EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTED 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: POLICYX PE,0j LOC PRODUCTS - COMP/OP AGG $ 4,000,000 $ B AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED X X HIRED AUTOS AUTOS AS2Z91462454014 04/29/2014 04/29/2015COMBINED SINGLE LIMIT 1,000,000 =dent) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accidentt Deductible: Comp/Coll $1,000 D X UMBRELLA LIAR EXCESS LIAB I X OCCUR O CLAIMS -MADE ELU782570/01/2015 08/04/2014 07/01/2015 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED I I RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE a OFFICERIMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 00447277940000 07/01/2014 07/01/2015 X I TORY LIM T5 ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE s 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. CERTIFICATE HOLDER CANCELLATION 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 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold Building Department, AUTHORIZED REPRESENTATIVEP.O. Town Hall Annex Building 54375 Route 25 Box 1179 Southold, NY 11971 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 L G Life's Good Mono... 'TM LG 2755 1 C -B3 The (Mono X I suppor-ckvarranties Include a 10 year product warranty and a linear 25 year output warranty The L^^near output warranty guarantees a minimum power output of 80 2% after 25 years. Because its LG -these top class warranties give you peace of mind. � - LG provides rigorous quality testing to all solar modules to o ensure the rated power output. Our Mono XT"" modules have Positive P.a a positive nominal tolerance starting at.0%and going as high Toler— a +3%. LG is proud to sign-offonevery single manufactured solar alw cell with our LG brand. The LG logo reflects cutting edge •'Farr: technology and durability standards which have guided LG for over 50 years. //4 an wer from the Australian sun with LG's ono XT"" modules. e Mono XT"" benefits from LG's years lam`'research and development and our mmitment to tong lasting products of high lity. Our Mono XI will provide decades of clean, reliable energy. Choosing LG's state-of-the- art Mono XT°' is an investment in superior standards of design, manufacture, back up support and warranties. PV �LE C �L US CE NAMW ruyRt+ :•:nr� LG solar modules are designed with durable glass to be light I an weight (17.3 kg) while also being able to withstand heavy loads and external pressure up to 5400 Pa After a rigorous process, LG's product durability testing U� laboratory has earned certification from both TUV Rheinland Test% and UL (Underwriters Laboratories), a first in the solar Lab. industry. R., c' _.l'il: '_I . ... I f ' LG's world-class integrated production processes and quality controls create asolar product that is reliable and long lasting. for example every single LG module is tested via an Electroluminescence inspection. The EL inspection detects any micro cracks unseen by the naked eye.. I* Mechanical,Properties CeILs 6 x 10 Cegvendor LG Cell type _ _...._._.._.. Monocrysta[Une . .... Cell dimensions 156.5 x 1 56 5 mm' ,.... ._..,_ ... sb, _.... a of buar .. _,...... 3 _._..n... sro, rls __(L.x.W-"-x- H--) . ._.......1_,640 Dime..35mm) 1,. _.... x1 _. _000.__ x._.., M aximum load(Pa 5400 .............,...,_.... Weight _._._... ...:..... .. ......_.... ....._......._ 173kg ... ..: ..::.,... .. ..... :....... ... Connector type type M.. ... . ectorlP67 Junction box IP 67 with 3 bypass diodes Length of cables 2 x 1000 mm _.................._.............__.._,....:.......................:..__.._ Frame .....................,_..__.._,.._....._,.....,.....,,_._.....,..,..._..........., Anodized Aluminum 0 Temperature Coefficients with protective black coating Glass High transmission tempered glass 0 Certifications and Warranty Certifications IK 61215, IEC 61730-1/-2 ..._......_.......,....... ........... ...... _. - ..... __........_.. _.._,. Maximum power at STC (Pmax) ..._..._.,..._....., .__......._.,.__..___ Sak Mist Corinsion Test (IK 61701) . ............,.._.__ MPP voltage (Vmpp) DLG-FokusTest %lmmonia Resistance ... ............. ......_.._....._..........._......_..._..,..._........... _................_..,..._........__._.._.....,.,:......,. _.........._,:..............._...._......._._...._.._....._,... UL 1703,150 9001 .... ...... .....,...,......._.... ...... _... ........ ........ ,...,.„......... ... .... ,...... Product warranty ....................._,t'y'_o-f-......_..._....._._...._....................._..,..._..._...._...__..........._....._.........._.__.._.............. 10 years Output warranty of Pmax Linear Warranty* (rneetst emtent tolerawre. 3%) 16.8 .... _..._.__..._...__ ,.._,.... ' 1) lstyeac M2) After 2Mym0.7%arsaraldegradation3) 80.2%aRer 25 years. 0 Current - Voltage characteristics at various irradiance levels 10 9 1000 W/m' c 8 Soo W/m, U 7 6 600W/m' 5 4 400W/m' 3 2 200 W!m' 0 5 10 15 20 25 30 35 40 Voltage(V) 0 Current - Voltage characteristics at various cell temperatures 140 aE____ N100 --------- `_ ..................... 8 6 4 2 0 25 so 75 90 0 Electrical Properties (STC* ..... LG275SIC-83 , ............... ..._......_.......,....... ........... ...... _. - ..... __........_.. _.._,. Maximum power at STC (Pmax) ..._..._.,..._....., .__......._.,.__..___ _............ ....._..... ., ._........ . _ 275 _._..........-.__: ............ _......... ........... ......... -_ ...,......._...,..... . ............,.._.__ MPP voltage (Vmpp) 317 ..........: .. ._.._... ...... _ . _... MPPcurrent(Impp) ... 6.68 Open circultvoltage(Voc) -_............... ....,..... __ ..- ,1..-.-,..-.-.....- . 38.7 ...... .__,.... . . .._,.. , .. ,...... .... .......... Short circuitcurrent(Isc) _...... ... .. _:...._., _.__._......: ... 9.26 . _ __...._ _ Module efficiency (%) __... u..___..__,._...._._.._. _....____._........:.... 16.8 .... _..._.__..._...__ ,.._,.... Operating temperature (C) ....... ............. -40-+90 ........ ...._.._.,....... .... .... .... ...... ...... ..... _............. ........ Maximum system voltage (V) ..... ..._ .... . 1000(]K.... .),600(UL) Maximum series fuse rating (A) 15 Powertolerance (%) 0-+3 • STC (StwderdTestConduon) hradia-1000 W/m', module mmpe=oe 25 •C, AM 1.5 The namtplmepawer output Is measured aid determined by W Electoniicsa its sate and obwbute diraedon 0 Temperature Coefficients 17.40 New heae., 6•4.0 (Y Naw) ln hatee(4aa) 12-04.3 ar4arair� hetnpz.e) e-Oa.DR New) Mounfbrg holnlaee) -40 -25 0 25. 5o 75 90 Temperature (C) _ •The distwoe between the center of the mounting/grounding holes 960 Product sped5adansare subjectto dwige without =Do, LG Solar Business Team 2 Wonderland Drive, Eastern Creek, NSW 2766 LG, Wbgo-erN imesm.1ptoGood — tradei GEewoGia- onia,lncworld byi Tredemark:and ntetlenuslpreperdes LG Elecwnichic eiepmtecmd hyintemai®rotmpydght lnv,s i Ph 1300 LG CARE (1300 54 2273) ��i11111111:1111_I IIIIIII� Emelt solarsales@lgamm.au -40 -25 0 25. 5o 75 90 Temperature (C) _ •The distwoe between the center of the mounting/grounding holes LG Electronics Australia Pty Ltd Product sped5adansare subjectto dwige without =Do, LG Solar Business Team 2 Wonderland Drive, Eastern Creek, NSW 2766 LG, Wbgo-erN imesm.1ptoGood — tradei GEewoGia- onia,lncworld byi Tredemark:and ntetlenuslpreperdes LG Elecwnichic eiepmtecmd hyintemai®rotmpydght lnv,s Ph 1300 LG CARE (1300 54 2273) a Emelt solarsales@lgamm.au d Life's Good Web: lgenergycomau Copyright ®20141& Electronics.All rights resented: o ❑A 2- JUNCTION BOXES ❑B 1 - L -GATE 120 PV 1- PVC/EMT PRODUCTION METER © ENTER I 2 i 2- 20A 2P SOLARLBRLEAKER 1' PVC/EM 1- 15 1P MONITOR BREAKER RD 1- 60A UTILITY (FUSED) AC DISCONNECT ® 1- 60A/2P SOLAR BREAKER oOUrLETRING 1- 3/4' GROUND ROD UTILITY COMPANY: PSEGLI MAIN SERVICE VOLTAGE: 240V MAIN PANEL BRAND: SEIMENS MAIN SERVICE PANEL: 200A MAIN CIRCUIT BREAKER RATING: 200A MAIN SERVICE LOCATION: NORTH SERVICE FEED TYPE: FROM UTILITY POLE MAIN SERVICE PANEL GROUND: EXISTING GEC ROD 10 (E) UTILITY METER (E) MAIN SERVICE PANEL 200A NOTES: 1) All modules will be grounded in accordance with code and the manufacturers installation instructions. 2) All pv equipment shall be listed by a recognized tested lab. 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 sholl be installed at the opposite end of the bus bar of the Main Breaker. 6) Work clearances around electrical equipment will be maintained per NEC 110.26(a)(1), 110.26(a)(2) & 110.26(a)(3) 7) All exterior conduits, fittings and boxes shall be rain tight and approved for used in wet locations per NEC 314.15. B) All metallic raceways and equipment .shall be bonded and electrically continuous. INVERTER SPECS INVERTER TYPE: ENPHASE M250-60-2LL-S22 QTY: 28 WATTAGE: 210-30OW SERVICE VOLTAGE: 240V CEC EFFICIENCY: 96.5% SDA UTILITY FUSED AC L -GATE 12DPV 10DA DISCONNECT 35 AMP PRODUCTION METER — (N) ._. ._. (N) 1- PVC/EMT (0 GROUND ROD INTERCONNECTION 120% RULE - NEC 705.12(D)(2) URLNY FEED + SOLAR BACKFEED 200A + 354 = 235A BUSS RATING x 120% 200A x 12D% - 240A SOLAR BACKFEED AVAILABLE 240A - 200A = 40A LOAD 3 112 THWN-2 1 16 THNN-2 ECC MODULES SPECS QTY: 28 MODULE TYPE: LG275S1C-B3 WATTAGE: 275W NOCT WATTAGE: 202W FRAME THICKNESS: 35MM FRAME COLOR: BLACK Voc: 3B.7 Vpmax: 31.7 JUNCTION BOX If, Aaa 1 O U 0 1- PVC/EMT (N) ENGAGE DUIT I I CABLE I 2 i 1 1' PVC/EM (N) ENWE DUB CABLE 4 w ()� =)Z lir oOUrLETRING p Q O O o 1 3/4' PVC/EMT CONDUIT U Z 7 v Z OO_ 3 /8 THWN-2 1 16 THWN-2 EGC Voc: 240VAC IJc: 28.OAAC ENPHASE INVERTER BRANCH CALCS BRANCH )[AGNOSTICS :)LAR AND ELECTRIC, LLC cense No. - **** CONTRACTOR'S SIGN: . BRANCH #2 Uj QTY: 28 O U 0 M- x I Z m w W o SOLAR ARRAY (7.70 Wdcl S Rnx GRONJUS vacs No BRANCH /1 CD Z Nx2 Ma-WEu-S22 14 MODULES IN PARALLEL CONNECTED BRANCH CIRCUIT 14 MODULES ON ROOF W r.- N 0 11 MODU 6 V/ Q * 6S LU 144 IN PARALLEL CONNECTED BRANCH CIRCUIT LLjcn O 14 MODULES ON ROOF 11 w ()� =)Z lir p Q O O o U Z 7 v Z OO_ 1u 'o LU 2 Z Z a 2 Z .J CL ��¢ a u� 0 O O O� 3 112 THWN-2 3 110 THWN-2 1 112 THWN-2 EGC Drawing. No.: 6864 1 14 THNN-2 EGC 1 1e SBC GEC Drawn By: CT Vac: 240VAC Voc: 240VAC Rev. By: Date: 29 Dec 2014 ENPHASE INVERTER BRANCH CALCS DIY: 14 QTY: 28 MAX AC: 35.13ANOG: 1.0 (M. moo. im WIRE GAUGE: #8 WIRE OCP: 39.05A qG' Rma TDE-7 TEMP RATING: 90'c .OO wax To BE Ica OR EOl AMP RATING: 55A TEMP DE -RATE: 0.71 TO0 Orn FOR Rea ro a xvRRVAo m Zan NEC ENPHASE INVERTER BRANCH CALCS DIY: 14 MAX AC: 17.5A NOC: 1.0 (M. NOG). 1JJ WIRE GAUGE: 1z 10 WIRE OCP: W Rx W0 "`N` Ec " 0 Q TEMP RATING: 90'c 21.3A 28AA AMP RATING: J'0 40 W N: TO BE U23 OR M& TO saE OW Fort RWE TOK WROVED BY NEC TEMP DE -RATE: 0.71 SHEET SIZE: ANSI B 11" x 17" TITLE SHEET: ELECTRIC LINE DIAGRAM PV -4 G) >Q w zN I O r cn zi O (� 5'-5„ x^,� vm G ED •I MM xx cnU) -4 i z z 00 mm r r mm nn 00 K_u M D —I z X r Co D N () N000 cmc U) __4 D N Z= o m z �c/) c� %C7 O O Ti CLIENT INFORMATON SOLAR SYSTEM 7.70 kW DC e• Ho m PRIOLA/BRENT RESIDENCE ..,y.�.,.�:. SOLAR MICRO INVERTERS 405 ARSHAMOMAQUE AVE, 28 M -250=60-21_1_-S22 TOM PETERSEN ARCHITECT, LLC ROOF DIAGNOSTICS SOLAR ANO ELECTRIC, LLC PANELS gg� CCppUU Ty � • HOWELLN NJ 07731 �,: DATE: 22 DEC 2014 SOUTHHOLD, NY 11971 28 MODULES ® 275W PER MODULE THOMAS F. PETERSEN DWG NO.: 6864 NY ARCH. LIC. 035290 BY: CT 732.730.1763 EnphaseO Microinverters Enphase@M250 The Enphase M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications Gateway", and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE - Optimized for higher -power modules - Maximizes energy production - Minimizes impact of shading, dust, and debris Cl enphase® E N E R G Y SIMPLE - No GEC needed for microinverter - No DC design or string calculation required - Easy installation with Engage Cable RELIABLE - 4th -generation product - More than 1 million hours of testing and 3 million units shipped - Industry-leading warranty, up to 25 years S�® C us Enphase® M250 Microinverter // DATA INPUT DATA (DC) M250-60-2LL-S22/S23/S24 Recommended input power (STC) - - '210- 3001N -. . Maximum input DC voltage 48V Peak power tracking voltage 27 V _ 39 V Operating range 16V- 48V Min/Max start voltage. :. 22 V / 48 V . Max DC short circuit current 15 A Max input current ' .9.8'A OUTPUT DATA (AC) @208 VAC @240 VAC Peak output power 250 W 250 W Rated (continuous) output power 240 W 240 W Nominal output current 1.15 A (A rms at nominal duration) 1.0 A (Arms at nomina[duration) Nominal voltage/range 208 V / 183-229 V 240 V / 211-264 V Nominal frequency/range 60.0 / 57-61 Hz -60.01/ 57-61 Hz , Extended frequency range 57-62.5 Hz 57-62.5 Hz Power factor >0s95 >0.95 Maximum units per 20 A branch circuit 24 (three phase) 16 (single phase) Maximum output fault current- 850 mA rms for 6 cycles 850 mA rms for�6'cycles EFFICIENCY CEC weighted efficiency, 240 VAC 96.59/6 ` CEC weighted efficiency, 208 VAC 96.0% Peak inverter efficiency 96.5% Static MPPT efficiency (weighted, reference EN50530) - -_ 99.4 _ . .. ...... .. . . .. ..... _ • 9 R Pon • - . Night owerconsum ti. 65 mW max MECHANICAL DATA Ambient temperature range __. -40°C to +65°C - Operating temperature range (internal) -40°C to +85°C DimensionsxHxD 173 m x 30 mm without mounting 171 mm x m --9 bracket) Weight 2.0 kg Cooling Natural convection -. No fans ` Enclosure environmental rating Outdoor - NEMA 6 FEATURES Compatibility• Compatible with 60 -cell PV modules. Communication Power line ;Integrated ground, The DC circuit meets the requirementsfor ungrounded PV arrays.in NEC'690.35. Equipment ground'is provided in the Engage Gable. Np ' „. additional GEC or ground is required. Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class 8; CAN/ -CSA -C22.2 NO. 07M91 0.4-04, and 107.1-01 Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology,1 enpha$ea visit enphase.com j E N E R G Y 0 2013 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective owner. ■it ii�i'1 A rat a �rsc r Lt r ar <tdt SolarMount-lTM Roof"Mount Technical Qatasheet Pub_ 101'109 -ltd VI' Novemper 2610 SolarMount-1 Module Connection: Hardware. Slider and Mid Clamp._::: .......,...............:........................... Slider. and ...1 . End C- larnp....:.. ...........i ,s ....:............................... ......., ........ . 2 SolarMount=) Series Accessory :Mount ........... .. .2 SolarMounW-Beam Connection Hatftare 1- Flange Foot..... ...... . ..... .................... ....... ..........:............. .....:...,............3 2- Flange Foo#: .. .. . 3" BeamSplice....... ........ ..... .......................,.....,.:,.............:..........:...........:.4, SolarMount-I Beam_ SolarMount-I Beams..........................................................:5 SolarMount-1 Engineering Reports -SolarMount=l 1.O Beams ...................... ......... .......... .......................... ......................6 SolarMount-1 2.5 Beams ....... ............. .................................................. .... 8 SolarMount l Module Connection, Hardwrare Sc:lariMotailt-l,Ser>les Slider with.iVaid':C{arnp,, . . Part No. 02027E 02026C;.020Z9C; Q203KlC • Slider and Mid Clamp" Material,' One of the following mill finished • extruded.aluminum alloys 6005-T5, 6'105-T5: ,6061: T6 Ultimate Tensile: 38ksi, Yield_ 35 ksf • . Slider Weight: 0.026'Ibs (12g), Mid Clamp_Weight: 0.050. lbs (230) •- Allowable and design loads are val!d.When'components.are'- assembled with.SolarMount-1 Beams according to authorized. .= UNIRAC:documents... e Sliders are compatible with SolarMount I Beams • - Assemble with one.'/4-20 ASTM,F593'.bolt and one %-20 ASTM F944 serrated flange nut • - •. Use anti=s eize:andaighten -to 110.11 -lbs of torque .. Resistance factors and safety factors are determined according to part 1.seclion:9 of the"20o5rAfuhlinum Design-Mahual Y Dimensions specified, in inches unless.noWd Applied Loa ' Dire ctiory Average Ultimate lbs (N) Allowable Load. lbs (N) Safety• . Factor, ' FS .• 'Design Resistance Load -Factor, lbs (N) Sliding; Xt 1194 (5311)' 490'(2180) 2.44 '': 741. (3296)" 0:62o Tension, Y+ 1503 (6686) 67,T(3011)-,. 2.22.,1024 (4555) 0.682 Transverse,. Z± 2080_(9252) .' 915 (4070) 2.27,[1139&(6152)] 0,665 SolarMount-1 'Mbdule Connection Hardware SolalrMount-1 Slider with End Clamp Part No'. 020010 through 02006C, 02009C, 020100 go won UNIRAC AC A i,Itr I cpk,; ,i` P(�r,11':IeY • Slider and End Clamp Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate'Tensile: 38 ksi, Yield: 35 ksi. • Slider Weight: 0.026 lbs (12g), end clamp weight varies based on height: --0.058 lbs (26g) • Allowable and design loads are valid when components are assembled withSolarMount 11.0'or'2.5 Beams according to authorized UNIRAC documents • Sliders are compatible with SolarMount-1 Beams • Assemble with one'/e-20 ASTM F593 bolt and one A-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual • Modules must be installed at least 1,.5 from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs.(ld) . Safety Factor, FS Design Loads Ibs.(N) Resistance factor, m Sliding, X_+ 283 (1259) 104 (463) 2.72 157 (698) 0.555 Tension, Y+ 332 (1477) 88 (391) 3.77 133 (592) 0.401 Transyerse, 2t 1 1367 (6081) 1 533 (2371) 2.56 806 (3585) 0.590 Dimensions specified in inches unless noted S larMount-1 Accessory.Mount Part No. 08010M Bolt ,;- , Accessory Beam T ►X Dimensions specified in inches unless noted Slider Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate Tensile: 38 ksi, Yield: 35 ksi Slider Weight: 0.026 lbs (12g) Allowable and design loads are valid when components are assembled with SolarMount-1 1.0 -or 2.5 Beams according to authorized UNIRAC documents SolarMount-I Series Accessory Mounts are compatible with SolarMount-1 Beams Use two Accessory Mounts per accessory Assemble each pair of clamps with the following stainless steel hardware: two X-20 setscrews, two X-20 heavy hex jam nuts, and two X-20 F594 serrated flange nuts Use anti -seize and tighten to 5-10 ft -lbs of torque Resistance factors and safety factors are determined according calculations and UNIRAC testing Maximum distance of Maximum weight of accessory center of gravity accessory from beam center lbs, (kg) in (mm) 7 (178) 32 (14.5) 2 Oi�Ifv�nnng Value through SclarMount-l. Beam :Connection Solarmoultit-4 I.- Flange Foot Part filo. w4 4 4 tin. y 0- X 456 All Out 4 ....... Dimensions specified In inches unless noted UIUNIRAC Hardware • 1 -Flange Foot Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 610545, 6061-T6 Ultimate Tensile: 38 ksi, Yield: 35 ksi 1 -Flange Foot Weight: 0,101 Ins (46 g) • Allowable and design loads 'are valid when components are assembled with SolarMount-I 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 pard 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) I Allowable Load lbs (M) I Safety'l Factor, FS Design Load lbs (N) . _ Resistance Factor, tD Tension, Y+ SolarMount-1 1.0 Beam 1368 (5952) 591 (Mg) 1 2.26 1 &94 (3977) 0.668 SolorM,ount-I 2.5 Beam 1514 (6735) _ 648 (2882) 2.341 930 (4359) 1 0.647 Compression, Y- 4't".-. 2,rr. SolarMount-I 1.0 Beam 2931 (13038) 1288 (5729) 2.28 1948 (8665) 0.664 SolarMounl-f 2.5 Beam 2750 (12233) 1223 (5440) 2.25 1849 (8225) 0.672 Transverse, X-, downhill 635 (2825) 3131139 2) 2.03 473 (2104) 0.745 Transverse, X+, uphill 42 (187) 20 (89) 2,i5 10 (133) 0.705 Sliding, Zf (see Beam. Splice) SolarMount-I 2 - Flange rola Part No. 04002M, 04003itfi 1 Average Ultimate lbs (td) ea X Safety Factor,_ FS Design Load lbs (N). 'oxo ::u,,,o '6kor— r SolerMourit-I 1.0 Beam 1931 (8950) 864 (3843) 1 2.23 1307 (5814) 0.667 SolarMount-I 2.5 Beam 1 2478 (11023) 1111 (4942) 1 2.23 1681 (7477) A,[ Compression; Y . 4't".-. 2,rr. Dimensions specified in inches unless noted • 2 -Flange Foot Material: One of following mill finished extruded aluminum alloys: 6005-T5, 6105 -TS, 606146 Ultimate Tensile: 38 ksi, Yeld: 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 Bieams according td 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 andstandoffs -Applied Load Direction Average Ultimate lbs (td) Allowable' Load Ibs (N) Safety Factor,_ FS Design Load lbs (N). Resistance Factor, ID Tension, Y+ SolerMourit-I 1.0 Beam 1931 (8950) 864 (3843) 1 2.23 1307 (5814) 0.667 SolarMount-I 2.5 Beam 1 2478 (11023) 1111 (4942) 1 2.23 1681 (7477) 0.678 Compression; Y . SolarMount-I 1.0 Beam '3788 (16850) - 1706 (7589)" ' 2.22 2581 (11481) 0:681 SolarMount-12.5 Beam 3$94 (16432) 1562 (6948) 2:36 2.363 (10511) 0.640 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, Zf (see Beam Splice) 3. t:;^iturinstr":131ttr)1lfiltz�ti;ttt�, - 1=Flange or 2=Fla0ge Foof Applied Load Average - Allowable Safety: Design. "Resistance Vrec416n Ultimate Load Factor, ".Load Factor; lbs (Nd lbs (N} FS : 'Ibs (N)`. �. Sliding;`} ,1428(6352) 622(2758) 2.30.:933(4172) 0.657 Dimensions specified in inches.uniess. noted UNIRAC SolarMount-11.0 Engineering Report, Page 1 of 2 90 mph Wind Chart Ground Snow Module Size 52" x 35" 65" x 40" 77" X'51" Max Span (inches) Point Loads ounds : U 1 Dowty Side 20 30 40 56 52 48 44 -229/-262154 211/305196 19713271123 17713641140. '49 44 41 37 2601286158 22213211101 20713451129 18613841148• . 40 35 133 30 236/,279166 212/307/96 1 19813291123 1 17813661141 110 mph Wind Chart - Ground Snow Module Site 52" x 35 65" x 40" 17"k 51" -20 30 40 49 48 45 •42 305/323/47 295/334/88 2771356/113 2611377/'136 41 40 38 36 321/340149 311/352192 29213751119 275/397/ 143 33 32 30 29 306/325/47 1 297/336188 27813581113 1 26313791136 120 mph Wind Chart Ground Snow Module Size .0 20 30 40 52" x 35" 65" x,40" 77" x 51" 45 45. 42 .40 337/350/'43 33413531,83 315/ 3741'107 29913941130 38 38 36 34 355f369/45 3521372/87 33213941113 315/4151137 31 30 29 27 339/352/43 1. 33613551.83 1 3171370/108 1 30113961130 150 mph Wind Chart Ground Snow Module Size 52"X'-352' 65" x 40" 77"-x 51" 0 '20 30 40 37 37 37 35 432/427/35 432/427/68 4321432/93 41514491114 ' 31 31 31 30 455/450137 455/450171 455/455/98 4381473/120 25 25 25 24 434/429/35 434/429/66 4341434193 418/452/114 Installation of products related to this engineering report is subject to the requirements below: • Flush roof instaflations.only; modules must be < 10" from roofsurface • The building has either a flat roof, a gable roof 9 45",. or a hip roofs 27" • The roof has a minimum slope of 12" • installation must have at least modules grouped together (minimum 50 W) • 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 cantilcvcr =113 Max 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 installermust 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 51.5 (and 9 0.35 If snow loads are z 30 psf). t N a uplift �- modulo ,rf Downforce 1 module Side 9 module Know your i1mitsl- Check attachrrlent load limits. 6 ��kri1�/�r(t� V�titlt� �'f�rf�ttc��°oi.�rtc.;.�lttitt► • ®�1j Technical,t . • •01". iii U N ,� i1\11 . . UNIRAC S:oiarM®unt=1 1:O Engineering Report; Page 2. of 2 Engineering Variables Description Variable_ . Value. Units Building Height ': h 30: ft Roof Pitch 0=45 degrees Wind Exposure Category C Importance -Factor Effecfive Wind Area 504 ft2 Topographic Factor Kit 1 Roof Zone 1 (use 112span for zones 2 and:3) . Desi `n Wind Loads Basic Wind Speed (mph) 90 110 120 150. Max Design'Wind,Load, Pnet Uplift (psf). 19.2 -28.7, 34.2: -53.3 Max Design Wind Load; Pnet;;Downfor6e. (psf). 175 26.0 31 1:' 4.8.4 . Dead, Snow, and Earthquake Loads : Dead Load; min/,max, 2 / 3:5 psf Earthquake Load 2 8 psf Ground Snow Load; Pg; (pounds/ ft2) - 0 20 30 40 Max Sloped roof•snow load (psf)' ;DA 20 0 25.2 33:6 Max Distance between splices, (inches; feet) 653, 54 33A 28 -245, 20. A93, 16 Distributed Loads for 66 x 40" module;. poundsl inch (smaller. modules-20'/o,.larger modules +186/0) : GroundSnow Load'(psf), Wind Load fmph) 0 20 30 -40 90 Up1if - J- module 110 1-20' Downforce J- module Side' /! module 1150 : perpendiiouled normal .4.06, - .4':06 :: _ .4.06 4.06:.. 4.6.5 _` 5.87 `..'. 6.75 _ 8.37-, 0:95. 1:84 2:53 3.22' ; 6.21 " 6:21 --6.21 6:21 -.6.57. = 7.02 _'.:J.98 .8.94 1;84 :.: 2.53 3:22`.. 7.44 7:44. - 7.44 7.44- T'71 71 7.88-- 8 83: -9.79 0:95 1.84, . 2.53" 3.22 11.77.. 1.1:77 11.77 '14.7,7 ' 11 63.. 11:63. ` ; 11.77 „ , ..1 2J3 0.95 1.64 2:53 ` 3:22 uplift, Ito module . . Downforce,1 to module side,Jf.module' Uplift,,1Lto module` Downforce,-L'to module Slde, //:module Uplift, l:to module Downforoe '-L to module. ' Side, /l module Uplift, lto module Downforce,1 to module Side, Ifmodule, f! parallel . Forinstallations that.do not,complywith the7imitat�ons on,page 1,.refer.to www unirac.com, foran.engineering design guide to manually calculate. loads or contact your distributer. The design 'rs based, ®n, and in' compliance.wifh .the following:codeslstandards I 2003 International Buildinct Code,,-by:International Code'Councii-, Inc.;:2003; . Z. 2006 International. Building. Code, by, fnternationaf Code Coulcil-; Inc.,:2006: 3, Aluminum Design Manual` Specifications and Guidelines for Aluminum Struc#aces; by'The Aluminum Association, Washington, D.C.; 2005. 4., 2047 California Building -Code (CBC), Oased on the'2006 intemattonal,Building,;Gode, by International Code -Council , 166:•,'2006:. ;9 . UNIRAC SolarMount-1 2.5 Engineering Report, Page'I of 2 90 mph Wind Chart Ground Snow Module Size 0 52" x 35 66'x 40" 77" x 51" Max Span (inches) Point Loads (pounds): Up/ Down/ Side 20 30 40 76 67 67 61 310/355173 27113W 123 23113851144 2051423/163 63 56 51 45 319/365/75 2841410/129 25914301161 22914731182 50 44 41 37 300/344/70 1 2671386/121 1 24914141155 1 22414611177 110 mph Wind Chart Ground Snow Module Size 0 52" x 35" 65" x 40" 77" x 51" 20 30 40 64 62 57 51 399/ 423161 3B6/437/115 35414551144 314/4521163 53 51 48 45 410/434/61 397/4491118, 372/479/152 351/505/182 42 41 38 36 3861409/ 59, 1 373/422/111 1 35014501143 1 331/477117? 120 mph Wind Chart Ground Snow Module Size 0 52" .x 35" 65"' x 40" 77"• x 51" 20 30 40 59 59 55 51 4421458/56 43714631108 4131490/140 37614951163 49 48 46 43 454/470/58 449/ 47,61111 424/503/144 40315301174 39 38 36 34 427/443155 423/447/105 399/474/136 3791499/164 150 mph Wind Chart Ground Snow Module Size 0 52" x 35" 65" x 40" 77'" x 61'' 20 30 40 48 48 48 46 566/559146 5661559/89 565/566/122 544/5881149 40 40 39 38 - 581/574/47 581/574/91 581151311125 55916041153 31 31 31 30 547/540/44 547/540/ 86 5471547/118 5261569/144 Installation of products related to this engineering report is subject to the requirements below: • Flush roof installations only; rrmdules must be c 10 from roofsurface • The building has either a flat roof, a gable roof!; 45', or a hip roof:5 27' The roof has a minimum slope of 1.2. • Installation must have at least4 modules grouped together (minimum 50 ftZ) + Surrounding ground area must not slope more then 10 degrees - Location must fall int Afind 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 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 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 / 50 • 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 (ends 0.35 If snow loads are a 30 psf). a'F U I C Uplift modulo y y DovmForce -l- module Side //module Know your limits! Check attachment load limits. V UO' alroti l! hije yl i''O-' UNIRAC SolarMounW' 5 Engineering Repos#;: Page. bf--2` Roof Pitch 0=45 degrees 4.06• 4:06 ,. 4:65 Wind Exposure Category C' 6,75 8,37. 0.95 ..< 1.84 Importance Factor' 3.22 6:21 . '6:21 '. _: 6.21.:, , Effective.WirldArea .'So+ ft2. 7Q2 7.98 8.94. ' Topographic Factor Kzt 1 '1.84.'. 2:53 -.,3:22 . 7.44., 12oof Zone : 1 _ {Use 112 span for:zones 2 and 31 7.'44.' 7.71 Design Wind Loads 8.83 9.79 0.95 1.84-- Basic Wind Speed.(mph} 90 1`10. 120` .: 150.- 11.77 Max Design Wind Load;: Pnet; .Uplift (psf) .-19.2 . =28:7 .34.2. -53.3 ,.. Max Design Wind Load, Pnet; Downforce s ) - 17.5 26.0. Dead, Snow, and Earthquake Loads ; :... , •' Dead Load; min/ max . 213:5 ,. psf" Earthquake,Load ".-2.8 sf Ground:Snow Load; Pg, (pounds/ U) Q 20 • 30 Max Sloped, roof shovirload (psf) . 0:0' 20.0 25.2' 33.6 Max.Distance.between, spikes (inches, feet)'' `653, 54. 336,28. 246; 20 183, 16 Distributed Loans for 65".x 40"`.module,:poundsl inch. (smaller modules. -20%, larger_modutes•+18%) ;Ground Snow,Load (psf) Wind Load (mph) 0 . `20 30 40 90 'Uplift • , 1 module . 110 120 Downforee * �' mo dole Side 11 module 150 J- c perpendicular/ normal 4.06: ; 4, 06 4.06• 4:06 ,. 4:65 ' 5:87 6,75 8,37. 0.95 ..< 1.84 2.53, 14 3.22 6:21 . '6:21 '. _: 6.21.:, , 6.21 . . 6.57 7Q2 7.98 8.94. ' 0.95.:. '1.84.'. 2:53 -.,3:22 . 7.44., 7.44. 744;;: , 7.'44.' 7.71 7:88 8.83 9.79 0.95 1.84-- 2.5a : . 3.22 11.77 .. - 11.77 11.77 _. 11.77 11.63 11.63. 1`1'.77 12.73 . . Jplrft, -i-'to module. .. )ownforce; �Lto module aide, Y modple Jplift',.-to module Jownforce, 1 to module 5Ide, Y module ' Jpli%--L to module. ?ownforce,1 to module Side,,#Jnodule- Uplift,-1-'to.module Downforee, J- to module. Sided/module .4 .. UNIRa rliuri Gx'+ t�� in+ �r int 11 : parallel For: installations that do not complywith the limitations on page 1, refer to w ivw.unirac.com for an engineering"design g"u We to manually calculate toads or.contactyour distributer The design is based on and in compliance; with the following codesl5tandartlsc 1. 2003 lntemational Building Codo,aiy InternationatCode Council j, 20 nc.°03. 2.. 2006, International Building Code, by International:Code Council , inc., 2006, 3: Aluiilnum Desipn'Manual Specifications°:a-nd'Guidelines for Aluminum Structures, by The Alurninum. Association, Washington,, D.C., 2U05..' 4, 2007 California Suildin4'Code (CBC), based"on'the 2006.International Building Code, by. International „ .. Code Council, Inc., 2066. 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