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Home My WebLink About39534-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 4/15/2015 No: 37513 Date: 4/15/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 8110 N Bayview Rd, Southold SCTM #: 473889 Sec/Block/Lot: 79.-7-53 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/3/2015 pursuant to which Building Permit No. 39534 dated 2/10/2015 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 on an existing one family dwelling as applied for. The certificate is issued to Kollen, David & Lauren of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39534 3/3/2015 PLUMBERS CERTIFICATION DATED N�� Authorized Signatur (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39534 Permission is hereby granted to: Kollen, David & Kollen, Lauren 8110 N Bayview Rd Southold. NY 11971 To: Installation of roof mounted solar panels as applied for. At premises located at: 8110 N Bavview Rd. Southold SCTM # 473889 Sec/Block/Lot # 79.-7-53 Date: 2/10/2015 Pursuant to application dated 2/3/2015 and approved by the Building Inspector. To expire on 8/11/2016. Fees: SOLAR. PANELS $50.00 ELECT 00 CO - ALTERATION WELLING 0.00 Total: Z$200.00 ing Inspec%e.L - TOWN OF SOUTHOLD ��O�guFFO�,�c BUILDING DEPARTMENT TOWN CLERK'S OFFICE Irv- 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 #: 39534 Permission is hereby granted to: Kollen, David & Kollen, Lauren 8110 N Bayview Rd Southold. NY 11971 To: Installation of roof mounted solar panels as applied for. At premises located at: 8110 N Bavview Rd. Southold SCTM # 473889 Sec/Block/Lot # 79.-7-53 Date: 2/10/2015 Pursuant to application dated 2/3/2015 and approved by the Building Inspector. To expire on 8/11/2016. Fees: SOLAR. PANELS $50.00 ELECT 00 CO - ALTERATION WELLING 0.00 Total: Z$200.00 ing Inspec%e.L - 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. ci(/ l S i q New Construction: Old or Pre-existing Building: L-� (check one) Location of Property.. Tito NCA gjPr'?f%mjo ap %6Lx40'C/ House No. Street Hamlet Owner or Owners of Property:L�� f &7fr Suffolk County Tax Map No 1000, Section 79 Block Lot Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. Request for: Temporary Certificate Fee Submitted: $ 60 Filed Map. Lot: Applicant: VV_WUnr C C.LC. \Ij Underwriters Approval: Final Certificate: LX (check one) plicant 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 rtCaD-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lauren Albertson (Kollen) Address: 8110 North Bayview Road City: Southold St: New York Zip: 11971 Building Permit #: 39534 Section: 79 Block: 7 Lot: 53 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43858 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement 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 Exit Fixtures TVSS Other Equipment: 19.620 Watt Roof Mounted Photovoltaic System to Include, 60- SPR -E 20-327 Panels, 2- SB 6000 US -12 and 1 -SB 8000 US -12 Inverters Notes: Inspector Signature: Date: March 3, 2015 Electrical Compliance Form.xls r4f 3 0 eou -TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST: ]ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING/ STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION L ELECTRICAL (ROUGH) ELECTRICAL (FINAL) r IC CODE VIOLATION C ULKING REMARKS: INSIDE DATE CTOR 0 i; Pacifico Engineering PC _. __ Engineering Consulting 700 Lakeland Ave, Suite 2B �' (� - _. Ph: 631-988-0000 Bohemia, NY 11716 - Fax: 631-382-8236 www. acificoen Ineerin comp' 6I ---� �� solar acificoen Ineerin com P 9� 9. � . -..-P @P 9� 9• March 19, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Lauren Albertson 8110 North Bayview Road Southold, NY 11971 Section: 79 Block: 7 Lot: 53 have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer Of NEW PAc��,CO,Q n 0 �O 660% AROFE S �� Ralph nal Engineer NY 066182 / NJ 24GE04744306 AP L-= TOl^pie QF;01'lIIQtD F�UND,�i�Ol�i (1ST) , FOUNDATION (2ND) ROUGH FRANDNQ 8c PLUMBING INSULATION PEA N. Y. STATE ENERGY COVE t41MW �rA TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 G� SoutholdTown.NorthFork.net PERMIT NO. ( S Examined 20 Approved 20 Disapprove a/c Expiration , 20_/,/ EC1,E IL Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: GreenLogic LLC 425 County Road 39A, Southampton, NY 11968 Phone: 631-771-5152 FEB 2 Yf LIC, A� ,PJT'' ON FOR BUILDING PERMIT _..._ _____ � Date 20 �� , 1d 711DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building. Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have-bee'n enacted in the interim; .the Building Inspector may authorize, in writing; the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name, if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If applicant is -a Contractor A1..f3EMSOAJ (As on the tax roll or latest deed) of of -,X45 CryA 10, 10S signature of duly authorized officer (Name arigltitle of corporate Builders License No. 40227-H Plumbers License No. till Electricians License No. 43858 -ME Other Trade's License No. I,NW 1. Location of land on which gllo , House Number Street County Tax Map No. 1000 Subdivision work will be done: Hamlet Section ��``, W-�1 x: r j.� a—Lot J3 FiledalVlap;No: +, '' Lot �.dE 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost If dwelling, number of dwelling units If garage, number of cars Fee (To be paid on filing this application) 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 Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth Rear 10. Date of Purchase _ IS1 G Name of Former Owner 11. Zone or use district in which premises are situated !\ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO _"/. 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises IA44N Aig oN Address %A0y, Okl4 tam Phone No. 6>31—jK-6--Nq0 Name of Architect Parifirn FnginParing� P_C- AddreSS700 Lakeland Ave, Bohemia, NvPhone No 631-988-0000 Name of Contractor GreenLogic LLC Address 47S Cnunty Rnad 39A Phone No. 631-771-5152 Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B�e`REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 �.k TAMARA L. ROMERO IVA Notary Public Notary Nobl R062173 a tate of New Yo Signature of Applicant Qualified in Suffolk County Commission Expires 2/08/2018 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (31) 765-1802 rooer.richertCa��0 s)o7 o%.ny.us Bua.DING DEPARTMENT TOMIN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ESTED BY: Tamara Romero Date: (� my Name: GreenLogic LLC Robert Skypala No.: 43858 -ME 'S. 425 County Road 39A, Southampton, IVY 11968 No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: `Address: *Cross Street: *Phone No.: Permit NO.: Tax -Map District: 1000 Section: "1 Ct Block: -7 Lot: *BRIEF DESCRIPTION OF. WORK (Please Print Clearly) Ncy old 6() e) G n xrn�_Zpr- - CJ)- .= J7 K4r A i 1P h"A .c,DlM.r,, a z i n -i- �Sl (Please Circle Alf That Apply) Is job ready for inspection: - YES NO Rough In Final *Do you need a Temp Certificate:ES NO Temp Information (if. needed) *Service Size: 1 Phase 313hase 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 .824ReWest for Inspection Form TOWN OF SOUTHOLD P90PERTY �;�,—-�-- RECORD C�►RD--,-T OWNER STREET VILLAGE DIST.SUB. LOTS .... C �' ''I '� FORMER OWNER \-J Gt a h o r-, N E „a tf�.-f...xa.`�,r'.'Y 4.« 1=s°'',..m t��'ttt•"t,�.!.,1 ACR. �1 on . 0 �r i S W TYPE OF BUILDING - RES. SEAS.F' VL. \ FARM COMM. CB. MICS. Mkt. Value---- r/ �G2 LAND IMP. TOTAL DATE REMARKS J 7 'A"' %04q1 z. s, 0—b z-/ 1-7 1 Is7 L 164101, 39 fr��lsAnv-,i e AP16 v 1 -A. o at its a 1= ii�, r� -7/:s r_/Q(p —LI2�C &o' -., Inyy qb i' - k -o 1 �Pfl — c2p, r� 7 , ,7�v 1� I �b Q� S2 -T39 5,51 'lc'lql l(o �q -7�' billable FRONTAGE ON V'Y' R Voodlond FRONTAGE ON :ROAD Aeodowkwid DEPTH louse Plot BULKHEAD 4 'otal 79.-7-53 10/08 Extensi n'* 3)0 3:5 19 17 Extension btx,-e-, J- z- 5 -- z N A—T TRIM Exa AV } . - ^------ -- _—_ .Foundation Bath - rehi 1i v Y �I r t ra CD L� � a 1 r ,. Basement 'j� u 1 (_. Floors �1- % ._. _ lJ t Porch �Z'�'" �� Ext. Walls V�-� �� Interior Finish Gc�V/;-/ [--tom 4_ I I - -- I (G C D' Fire Place I I Heat Garageca-1C�1�y yC �---- _ / Type Roof G,�. C�� Rooms 1st Floor t1w� i 'a�`�__ _— - -- ._ .- - ---... Patio Recreation Room Rooms 2nd Floor 0. B. � ,�C �- Q �0% 50 (7 Dormer - Driveway Total AV G8to. Dinette ILR. �DR. i -3 J B R f FIN. B Total AV G8to. GRENLOGIC° ENERGY January 30, 2015 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Lauren Albertson who has engaged us to install a roof -mounted solar photovoltaic (PV) electric system at her home at 8110 North Bayview Rd, Southold, NY. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • Application for Electrical Inspection • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (SunPower 327) • 2 Spec. sheets of the inverter (SMA SB6000/SB3800) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License Check for $200 ($50 Building Permit/$50 CO/$100 Electrical) Please let us know if you need anything else in connection with this application. Yours truly, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 ext. 120 GREENLOGIC LLC ® www. Green Logic. com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 March 5, 2015 so�ryo� 4 T11 BUILDING BUILDING DEPARTMENT TOWN OF SOUTHOLD GreenLogic LLC 425 County Road 39A Southampton, New York 11968 Telephone (631) 765-1802 Fax (631) 765-9502 NOTE: Before the Certificate of Occupancy can be issued the architect or engineer must certify the solar panels were installed per New York State Code RE: Lauren Albertson, TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84), Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39534-Z Solar Panels 'mer �,, • o <. t March 27, 2015 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39534 Lauren Kollen 8110 N. Bayview Rd, Southold, NY To the Building Inspector: 3 (� '4— -_—'�> '--) r` til APR - 1 2015 BLDG. L! -PT. TOWN i)F SOI,TFIOLD Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Lauren Kollen's solar electric system, which we installed at the above reference address. Please arrange to send him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 Ext. 120 GREENLOGIC LLC ® www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 O 53095 Main Road - SOUTHOLD, NEW YORK 11971 51FORMWA.T]EIK IMLA, N AG]EM I E N F Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOLES THIS ]PROJECT INVOLVE ANY OF THE E ]FOLLOWING: (CHECK ALL THAT APPLY) ❑[2] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ d B. Excavation or. f illing 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 f loodplain 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 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. FORM # SMCP - TOS MAY 2014 S.C.T.M. #: APPLICANT: (Property Owner,Design Professional, Agent, Contractor, Other) NAME: Date: Informatic_ Contact — — — — — — — ! —fre— Numbed — — — — Property Address / Location of Construction Work: tic) �JOAN B. ,W-I2t.1 CD "Id N'1 ! I q �i FORM # SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Date: � District 531WI15 Section Block Lot "FOR BUILDING DEPARTMENT USE ONLY **** Reviewed y: ,� � �) Date: ' � — 15 ----------------- Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) u 09/19/2014 09:37 NORTH BAYVIEW .ROAD GREENPORTSCHOOL PAGE 03/03 SURVEY OF LOT 2 IN MAP OF LEEWARD ACRES AT BAYWEW SITUATE 4OLD, TOWN OF SOUTHOU >UFFOLK COUNTY, N.Y. SURVEYED FOR: DAVID KOLLEN LAUREN KOLLEN FM# 5999 DATE FILED JUNE 4, 1977 TMI 1000-079-07-053 GUARANTEED TO: DAWD KOLLEN LAUREN KOLLEN COMMONWEALTH LAND TITLE INS, Co. WILMINGTON FINANCy, INC. SURVEYED! 19 JULY 2006 SCALE 7 -- 40' AREA = 40,000 S.F. Oft 0,918 ACRES MMAAMMS wdoaraD Rax Da SMU ft* Mir To, 71d• ®axaa r- w W Ow :RmWr ND 9 °MPRM AoY msi n4ur m nw W eANV CftpM FNn�, AGrXDr, SUFtVEYEO BY LEMWnae Myw W577NDbOr lL_ Meo °ruAxwlArW a' rxe i Dire STANLEY ,1, ISAKSEN. JR,. P.O. BO Aownarwe wsmm�ws�aasrr�tAae a, iaMSEat<Rr owxa:' 294 NEWS aOLK. N.Y. 17 X56 "U7NpMM AL ftM a 4* AM" m n.: 1;"-f�y w w 631-7 —5$35 NMe5M7w,ff.aON.; , AW SUN, TORS Ei(EME0Q l bf AerM — — JD r c caysnlrEv TOME A nuro aRa EN N URVEYOR t a7 www AoV arra > YS c. No. 273 06R151? , New York State Insurance Fund (Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phone: (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE " ^ ^ ^ ^ ^ 203801194 GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 POLICYHOLDER GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 CERTIFICATE HOLDER TOWN OF SOUTHOLD BUILDING DEPARTMENT 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12226371-9 324327 08/11/2014 TO 08/11/2015 8/15/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2226 371-9 UNTIL 08/11/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION-. UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 08/11/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. .NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 33393451 U-26.3 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 101'/30/2015 TYPE OF INSURANCE ADDL 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 BY THE 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 co"TACT Brookhaven Agency, Inc. Brookhaven Agency, Inc. PHONE 631 941-4173 1 Fax 631 941-4405 RUDWRI . brookhaven.a enc verizon.net 128 Old Town Road Suite C PRODUCER PO Box 850 INSURERS AFFORDING COVERAGE NAIC # East Setauket NY 11733 INSURED INSURER A: HDI -Gerling America Insurance Co. INSURER B: Merchants Preferred Insurance Co. Greenlogic, LLC INSURER C. First Rehab Life Insurance Co. 425 County Road 39A, Suite 202 INSURER 0: Southampton, NY 11968 INSURER E: AGCS Marine Insurance Company CAPI043565 INSURER F 8/11/15 rnveRAreec rFRTIIPICATF NIIMRFRe REVISION NUMBER: 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 RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLDCY EFF MM DDY EXP LIMITS rA GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX I OCCUR • XCU x x EGGCC000076915 01/31/15 01/31M6 EACH OCCURRENCE _$1,000,000 DAMAGE TO RENTED $100,000 MED EXP (Any oneperson) $5,000 PERSONAL & ADV INJURY $1,000,000 X Contractual Liab GENERAL AGGREGATE $ 2,000,000' GEN'L AGGREGATE LIMIT APPLIES PER: PRO LOC POLICYX JFCT PRODUCTS - COMP/OP AGG s2,000,000 $ B AUTOMOBILE X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CAPI043565 8/11/14 8/11/15 COMBINEDSINGLE LIMIT (Ea accident) $1 000000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLALIAB EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIV� OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A WC STATU- OTH- E.L. EAC ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT 1 $ C E NYS Disability Installation Floater/Pro a D251202 MX183958282 4/11/13 4/15/14 4111115 4115/15 Statutory Limits $400,000 $1 000 Ded DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule,. If more space is required) CFRTIFICATF NnLr1FR CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE <NSZ> ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD -AP" - *,;, C&' " —,'W, 112.--A;;'—M' — Ac. l' J& !"A — A., -& —AL11-6W M -I i ,L'V' - " Suffolk County Executive's HIGHWAY Office * HAUPPAUGE, of Consumer Affairs 40227-H DATE ISSUED: VETERANS 5/25/2006 MEMORIAL NEW YORK 11788 No. This is to certifv doing business having furnished and regulations Home that as the requirements of the Improvement SUFFOLK COUNTY Contractor License MARC A CLEJAN GREEN LOGIC LLC accordance with and subject to the provisions of applicable State of New York is hereby licensed to conduct business CONTRACTOR, in the County of Suffolk. rules set forth in laws, County IMPROVEMENT of Suffolk, as a HOME NOT VALID DIEPARTMENTAL AND A CURRENT CONSUNJER ID CARD WITHOUT AFFAIRS SEAL Additional Businesses a Director -AP" - *,;, C&' " —,'W, 112.--A;;'—M' — Ac. l' J& !"A — A., -& —AL11-6W M -I i ,L'V' - " 1 MEMO=Lon� C Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858 -ME SUFFOLK COUNTY Master Electrician License � This is to certify that ROBERT 3 SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance r with and subject to the provisions of applicable laws, rules and regulations of i the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT DEPAR'I'MENTAL SEAL, ANDA' CURRENT CONSUMER AFFAIRS IV CARD Director y . j SUMAY BOY - / / 7000 -8000 -US i UL CertifiedAP r r} Efficient For countries that require UL= j 97/ peak efhciency certification,(UC 741%I,EEE',1547) OphCool?Mactivetemperature' management "system` ` RETAIN STORM WATE PURSUANT TO CHAP OF THE TOWN CODE. I 49 CSMA a Integrated'DCdisconnectswitch.` 'R RUNOFF , fER 236 SUNNY 6®Y 5000 -US / 6000—US / 7000—US / 8000—US Versatile performer with UL certification The Sunny Boy 5000 -US, 6000 -US, 7000 -US and 8000 -US inverters are UL certified and feature excellent efficiency. Gradu- ated power classes provide flexibility in system design. Automatic grid voltage detection* and an integrated DC disconnect switch simplify installation, ensuring safety as well as saving time. These models feature galvanic isolation and can be used with all types of modules—crystalline as well as thin-film. US PatentUS7352549B1 I 7 Combi-Switch Combiner Box DCd2con�ect and PV Sirnplify wiring for added array combiner box convenience and safety COMBO -SWITCH SBCB:&3R or SBCB,6-4 Toll Free + 1 888 4 SMA USA www.SMA-America.com SMA America, LLC z 73 E -,Sunny- Boy6000-1.11S, Sun Boy 80001US ny B�o 0 1�Sun or Iilt�L Technical do to M'VAC "2��y�c' 1 1277VAC! 208VAC, 1277VA� 277VAC �O�VAC'�240y�F,:277VAC L;�n�C' Input (DC) -- Max, recommended PV powe r (9_module C 0250 W 75010 W_,__ Max. DC power (@ cos y _530063b6 W 7400_WL Max. DC voltage, V DC nom"noi"I voltage ' r 3f6V'T 310V'1-:"--345 V ., MPPvoltage Cqqgq 250, 250 Min-. Dd'vollo /-start ACa 99 -25 V/;�QQV EQ: Y_ _250V/300,V - -0 Max. input current/ per string lot DC disconnect) 21 A/ 20 A 25 A/ 20 A 30W/20A 36 A@co 1 '36 A @ combined terminal 36 A,@�co rpbined to moral bined terminal 36 A @ combined terminal -- Num 16-er-of Mi"I""t'ra J6e'r_s/,_,_,.' 1 4 (DC disconnect) fused strings per MPP,tracker Output (AC) _i� 6066 W_; _79PON2 ------ _6qnomi "rig Max. AC app p 60 _600,0 VA_ -arent Nominal AC.voltage voltage/adjustable -,- -_ - v - , �q �i 277v7- � ,20gy? t240V��' ��77W�e iZ _277Vj— 7 24OV 208_ 0- I - - ------ 4 �0_ AC voltage range IL783 44 -_229V 211- 264V 244 - 305V �211 -_i64 264Y, �5V'J 73 _211 Nis j AC grid frequpqcyjqqqq,. 00 Hz; 593 ,AU Hz 60_Hz; 59.30060iR.;,59J760'5 Hz Max. out pq!cw(rent F -29X_ 2-5--.-- [jZA'1 V 22 A 25k 2_ F�qyver factor (cqs,,p), - ----- Phase conductors_) connection, phases 7 . 1 jJ1 /2 1 -j_1 2 L J/2 i j j __j/ J _Z < Efficiency Ic,_,`967/,,968f_,:''968/'-�. _Mqx., effi iency�,96.9%, 96.8% 97.0 CK efficienc R, , �y__ ____ ___, _ _ ,_ ,_ '�_95. % 95.5% 95.5% o 95.5% 9&6�/pr 11 __ _. - .... I - - - _... - 1 5�� Protection devices AC short circ it protection .QqlvaniqqUy isolated 1,qH.pq1e sensitive monitoHng unit ji/ Protection class oKqyotqge_category_ __-__ 1 _J/ [11 General data Di ensPAS /D)1inmm(in),__ PC Disconnect dimensions [W Z 0 D)'in'mm,jin),, 187/297,/--L90(7/-l2/`"7..51,, PRqkin,g dimensions (W/ Hj mm (in) DC A— qPis pre pAyk1nq,,ime!jsfons(W�1H P),Inm (In),. E ?40 Weight / Disconnect _PCDjk , neqt weight. g_(141 lb) 13, kg '66k 7 - Rqckn '-weight/_PZDisconn d packing ingweig,rt_ 67,kg,'_(14-7,b /4�,g ------ ---- l 09_I9- —R�2 lb) -/'4 kg (? Ib) '' ,Operating temperature range (full -25 *C.,_",4--4 ..*C NcjsP_e_missionqtypic6)_, 4' WD Internal consumption g night,,, 0.1 Topology_ _ LF transformer LF transformer LF transformer._ _nsormer transformer 1� Cooling,!;onppp - -' - b 1 ol Elqctronics p!q!e qc!1on grea-, 7 NEMA 3R /NEM�\ �R NEMA NEMA NEMA 'NEMA 3RD NEMA 3R NEMA 3R_q!jiorjLrqtmg./.corLn - Features Ti splay. text line/ graphic Interfaces: RS485 j BIuetoqfh 0 Vyorraqt,yi,10/_15,/0 - .......... -years Certificates and 8iji-Bf._tSAC22.2N e- IEEE -1547 FCC PartLj�5 (Gass Lq -,& � ------ NOTE: US inverters shipwiih Data at nominal conditions - --------- ----- 0-stcinda,rcl fea`ureszO,0' -Notamiia,ble ptional features e Type designation 51360600— SB- 7-600-05- B,8 OUS, ------------------------------------ ---- -------- ---------------- _1 Efficiency curve SUNNY BOY 700OUS --------------- ------------------------------ --------------------- I ...... Accessories 98 96 RS465 interface t 485WP9ZMC_NR 7 Combi-Switch Combiner Box DCd2con�ect and PV Sirnplify wiring for added array combiner box convenience and safety COMBO -SWITCH SBCB:&3R or SBCB,6-4 Toll Free + 1 888 4 SMA USA www.SMA-America.com SMA America, LLC z THE WORLD'S STANDARD FOR SOLAR" SunPower' E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower /\Aaxeon' cell technology, the E20 series provides panel conversion efficiencies of up to 20.1 %. The F20s low voltage temperature coefficient, anti -reflective glass and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% Ri 10% :All . . . . . . . . . . . 5% THIN FILM CONVENTIONAL E SERIES SERIES SERIES MODEL: SPR-327NE-WHT-D ELECTRICAL DATA ! I V CURVE Mersured al S lord ,Test C d 1 ons (§TC't:- rod a w of SOOOW /m� AM l 5 and ell6l5e otum 25 C ...... I tl 1{2lTlx m' at 5U t Peak Power (+5/-3%) Pmax 327 W _..._ ____.. ._.�__., i...... ion W:a,� Cell Efficiency q 22.5% --........... _._._........_..... -......_............ ......................---........__.........._ ...................... ..._..__.._........ ; 5 _ Panel Efficiency 0 20.1-% a Soot%/�,2 4 I Rated Voltage Vmpp 54.7.V ....._............— t 3 . .......... -- —.........__......_-...._-........_ - - [......... .................. ........ ................................ ....................... ....:............... Rated Current [ .................. .._................ ....... .......... ..................................... Impp ....... .... .................................................; 5.98 A 0 v 500 2 ..---....._... fir lis- ; _...._;........_..........,._...........__......_:..............._......__............ ........ Open Circuit Voltage . Voc 64.9 V j 1 - ._........_._........_........_............................_....................__...._. .........................__......_..__....----.._........................_......--- ' Short Circuit Current I sc -....---...._......................... 6.46 A 200 0`---------_....._ W /mz ........................_.....--__........_........... _..................................__......._....... - .................... ' Maximum System Voltage 0 30 40 10 20 50 60 70 �.... ................................................................................................................ :........._UL.................:.........................:..600._�........................:....._ Voltage M Temperature Coefficients-, i._._�.._._..__._._— Power (P)-0.38%a/K - Current/voltage characteristics with dependence on irradiance and module temperature. Voltage (Voc) -176.6mV/K Current (Isc) 3.5mA/K - — - TESTED :OPERAT[ "G ,CONDITIONS NOCT 45°C+/ -2°C Temperature -400 F to +1850 F (-400 C to + 850 C) Series Fuse Rating 20A GroundingPositive grounding not required 9 9 9 Max load 1 13 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations DATA 50 psf 245 kg/m2 (2400 Pal front and back MECHANICAL rl (e.g. wind) Solar Cells 96 SunPower �— - High -transmission Maxeonlm cells tempered glass with Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) MM (A) - MOUNTING HOLES (B) -GROUNDING HOLES (IN) 12X 06.6 [.261 1 O 04.2 [.171 w, WF ETAATNCNS Warranties 25 -year limited power warranty 10 -year limited product warranty W Certifications -Tested to UL 1703. Class C Fire Rating 2X.".0(.43; _. i ..... -. 2X577[2z.7R1 pl i80[7A7j _.. __.... L,._... '3 22 12.69]4X230•.8. 9.09) ....•.j i — i [ li .I—r- -- ((11 z Mr BOBtH g L'1v ENDS `r� moo'. 1_ (A) 12 [.471 ....-�...__......_...—......---------- ._....:...:595 [ao.451._......._....__............_........._.,,.i Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. @2011 SunPower Corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are trademarks or registered trademarks s u n powe rc o rp . co m of SunPower Corporation in the US and other countries as well. All Rights Reserved. Specifications included in this datasheet are subject to change without notice. Dccument 4001-65484 Rey -B / LTR_EN CS ]1-.1]6 PV -SA -1A N 2. . L . fl i JNt..-2 — INV -1 INV -2 INTEGRAL DC/AC DISCONNECT i^/ INV -3 76 /i INTEGRAL DC/AC DISCONNECT EQUIPMENT ---._. - I I I I I I I I I I I I I I LyE I I I 1 AC -COMBINER PANEL AC -CMB -1 (LOCATED NEAR INVERTERS) (PV LOADS ONLY) BKR-1 EXISTING SERVICE --------_-� 120/240, 1PH, 3W ' M i i - i AC DISCONNECT I AC -DSC -1 i 3 "N I 6KR-2 FUSED A 9KR-3 I II I I I I I II I I I tI I j II 1 I N 1 N I 1 I GC j I� EXISTING I �-----1---------------------- B CU -----)---i GEC ----^--GEC j L-- -- - J i MIN. t- WIRING GUTTER EXISTING AC PANEL IRREVERSIBLE SPLICE PROPOSED 3 -LINE, ELECTRICAL DIAGRAM REVISIONS Lauren Albertson 8110 North Bayview Rd FENERGY Southold, NY 119-71 2.) REVISED INVERTER MODEL & CONDUCTOR SCHEDULE ELIMINATING THE COST OF ENERGY . 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: ALBERTSON-3LD1 Revision: 2 Revised: 10/09/2014 b IN EQUIPMENT & COMPONENT SCHEDULE TAG DESCRIPTION SPECIFICATION PV -SA -1A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -327, 1 -STRING OF 8 -MODULES PV -SA -1B PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -327,2 -STRINGS OF 8 -MODULES PV -SA -2A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -327, 1 -STRING OF 6 -MODULES . PV -SA -2B PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -327, 2 -STRINGS OF 6 -MODULES PV -SA -3A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -327, 1 -STRING OF 6 -MODULES PV -SA -3B PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -327,2 -STRINGS OF 6 -MODULES INV -1 INVERTER SMA INVERTER, MODEL 568000 -US -12, 240V INV -2 ANVERTER SMA INVERTER, MODEL SB6000-US-12, 240V INV -3 INVERTER SMA INVERTER, MODELSB6000-US-12; 240V AC -CMB -1 AC COMBINER PANEL 250V, 100A, NEMA -1, 1 -PH, 3 -WIRE - AC -DSC -1 IAC DISCONNECT SWITCH (LINE TAP) 250v, 100A, NEMA -1 ELECTRICAL LOAD SUMMARY DC CIRCUITS TAG OP. CURRENT @STC OP. VOLTAGE @STC MAX. VOLTS @ T -MIN S.S.C. @STC PV -SA -1A 17.94 A DC 374 V DC 576 V DC 19.38 A DC PV -SA -1B 117.94 A DC 374 V DC 576 V DC 19.38 A DC PV -SA -2A 17.94 A DC 281 V DC 432 V DC 19.38 A DC PV -SA -2B 17.94 A DC 281 V DC r 432 V DC 19.38 A DC PV -SA -3A 17.94 A DC 281 V DC 432 V DC 19.38 A DC PV -SA -3B 17.94 A DC 1281 V DC 432 V DC 19.38 A DC Lauren Albertson 8110 North Befyview Rd .Southold, NY 11971 CONDUCTOR SCHEDULE TAG TYPE AWG. /'EGC A USE-2/PV-WIRE -10/10- B, 10/10B THWN-2 '10/10 _C THWN-2 6/8 D THWN-2 6/8 NOTES: 1.) CONDUCTOR TYPES AND SIZES TO BE ADJUSTED FOR TEMPERATURE, DISTANCE, AND BUNDLING. 2.) ELECTRICAL CONDUIT TO BE MIN. PVC SCHEDULE 40, ADJUST FOR SITE CONDITIONS 3.) ALL ELECTRICAL MATERIALS AND IN- STALLATION METHODS TO COMPLY WITH NEC AND LOCAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY - AC CIRCUITS TAG POWER VOLTAGE MAX. MAX. DC INV -1 .8000 WATTS 211-264 VAC 32 A AC 30 A DC INV -2 16000WATTS 211-264 VAC I 25 A AC 125 A DC. INV -3 16000 WATTS 211-264 VAC I 25 A AC 125 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS 2.) REVISED INVERTER MODEL & CONDUCTOR SCHEDULE 1.) INITIAL SUBMITTAL WITH APPLICATION ENERGY ELIMINATINO THE } P, Page 2 of 2 - � Drawing No: ALBERTSON-3LD1 Revision: 2 Revised: 10/09/2014 Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com January 19, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Lauren Albertson 8110 North Bayview Road Southold, NY 11971 6I GC Section: 79 Block: 7 Lot: 53 Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 solar@pacificoengineering.com I have reviewed the roofing structure at the subject address. The structure can support the additional weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section Mean roof height Pitch Roof rafter Rafter spacing Reflected roof rafter span WFCM Table 3.26A max allowable A 15 ft 4 1/2 in/12 2x4 Douglas fir #2 24 inch on center 6.9 ft 7.0 ft The climactic and load information is below: B 15 ft 4 1/2 in/12 2x4 Douglas fir #2 24 inch on center 6.9 ft 7.0 ft CLIMACTIC ANDWind GEOGRAPHIC DESIGN CRITERIA Category Ground Snow Load, Pg Speed, 3 sec gust, mph Live load, pnet30 per ASCE 7, psf Point Pullout load, Ib Fastener type Roof Section A B 20 120 48 330 5/16" dia screw, 3-1/2" length (2.5" min embedment) B 48 330 5/16" dia screw, 3-1/2" length (2.5" min embedment) Weight Distribution array dead load 3.5 psf load per attachment 72.1 Ib Subject roof has no more than one layer Panels mounted flush to roof no higher than 6 inches above surface. Ralph Pacifico, PE Professional Engineer EE LOGICO ENERGY GreenLogic, LLC Approved Lauren Albertson 8110 N Bayview Road Southold, NY 11971 Surface #1: Total System Size: 19.620kW Array Size: 7.848kW 3 strings of 8 on SPR -8001m Azimuth: 96° Pitch: 21' z Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Array: 491.12" X 129.54" Surface: 568" X 129.54" Legend: ® 24 SunPower 327W Panel ® UniRac Solarmount Rail 0 64 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OV NS PA.,��s ®� ypN ° cin W n S S%SNP Drawn By: DRV Drawing # 1 of 8 Date: 12/21/14 REV: A Drawing Scale: 1/8" = 1.0' GREENLOGIC" ENERGY GreenLogic, LLC Approved Lauren Albertson 8110 N Bayview Road Southold, NY 11971 Surface #1: Total System Size: 19.620kW. Array Size: 7.848kW 3 strings of 8 on SPR-8001m Azimuth: 96° Pitch: 21' Z Monitoring System: SunPower Panel/Array Specifications: Panel: SPR-E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Array: 491.12" X 129.54" Surface: 568" X 129.54" Legend: ® 24 SunPower 327W Panel ® UniRac Solarmount Rail • 64 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco-Fasten, UniRac, SunPower, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF N PAo,�i �yQN OO'A W ass 18 CIP,SStoNP Drawn By: DRV Drawing # 2 of 8 Date: 12/21/14 REV: A Drawing Scale: 1/8" = 1.0' GREENLOGICO ENERGY GreenLogic, LLC Approved Lauren Albertson 8110 N Bayview Road Southold, NY 11971 Surface #1: Total System Size: 19.620kW Array Size: 7.848kW 3 strings of 8 on SPR -8001m Azimuth: 96° ° Pitch: 21 Z Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Array: 491.12" X 129.54" Surface: 568" X 129.54" Legend: ® 24 SunPower 327W Panel ® UniRac Solarmount Rail • 64 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: PA W ,D 06s 16 - 4�PES S10 Drawn By: DRV Drawing # 3 of 8 Date: 12/21/14 REV: A Drawing Scale: 1/8" = 1.0' C GREENLOGICO �t ENERGY GreenLogic, LLC Approved Lauren Albertson 8110 N Bayview Road Southold, NY 11971 Surface #2: Total System Size: 19.620kW Array Size: 11.772kW 3 strings of 6 on SPR-6001m 3 strings of 6 on SPR-6001m Azimuth: 276° Pitch: 21 ° Z Monitoring System: SunPower Panel/Array Specifications: Panel: SPR-E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Array: 552.51" X 171.72" Surface: 568" X 204" Legend: ® 36 SunPower 327W Panel ® UniRac Solarmount Rail • 81 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco-Fasten, UniRac, SunPower, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: of- NEF y PA O� u. w LU 06618° PFS SIO Drawn By: DRV Drawing # 4 of 8 Date: 12/21/14 REV: A Drawing Scale: 1/8" = 1.0' GREENLOGIC" ENERGY GreenLogic, LLC Approved Lauren Albertson 8110 N Bayview Road Southold, NY 11971 Surface #2: Total System Size: 19.620kW Array Size: 11.772kW 3 strings of 6 on SPR -6001m 3 strings of 6 on SPR -6001m Azimuth: 276° Pitch: 21' Z Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Array: 552.51" X 171.72" Surface: 568" X 204" Legend: ® 36 SunPower 327W Panel ® UniRac Solarmount Rail • 81 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: QF NE�/ Q%q pq,--/cp'A O m cu L� 0,66 18! �?C? SO * SSIONP� Drawn By: DRV Drawing # 5 of 8 Date: 12/21/14 REV: A Drawing Scale: 1/8" = 1.0' 9 8 7 ;K 8 6 x 5 4 5 GREENLOGIC" ENERGY GreenLogic, LLC Approved Lauren Albertson 8110 N Bayview Road Southold, NY 11971 Surface #2: Total System Size: 19.620kW Array Size: 11.772kW 3 strings of 6 on SPR -6001 m 3 strings of 6 on SPR -6001 m Azimuth: 276° ° Pitch: 21 Z Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Array: 552.51" X 171.72" Surface: 568" X 204" Legend: 36 SunPower 327W Panel ® UniRac Solarmount Rail • 81 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NSA c, H PA'-_J ®0� l w m _ n :SCA 06610, COPESS10 4 Drawn By: DRVDrawing 7TREV: # 6 of 8 Date: 12/21/14 A Drawing Scale: 1/8" = 1.0' 36 SunPower 327w panels 18" service walkway panels 18" service walkway GREENLOGICO ENERGY GreenLogic, LLC Approved Lauren Albertson 8110 N Bayview Road Southold, NY 11971 Total System Size: 19.620kW 3 strings of 8 on SPR -8001m 3 strings of 6 on SPR -6001m 3 strings of 6 on SPR -6001 m Azimuth: Pitch: _° N Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Legend: ® 60 SunPower 327W Panel ® UniRac Solarmount Rail • 145 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System:3.5psf Engi hi ect Seal: NS�'�- .��°f- PA� Q�S, /PiC,o�`i` �� r ! W Lu 0661 ,0 v 'go�Ess%oNA Drawn By: DRV Drawing # 7 of 8 Date: 12/21/14 REV: A Drawing Scale: 1/8" = 1.0' 1 ENERGY GreenLogic, LLC Approved JCBNAERALLISr 8110 N Bayview Road Southold, NY 11971 Total System Size: 19.620kW 3 strings of 8 on SPR -8001 m 3 strings of 6 on SPR -6001 m 3 strings of 6 on SPR -6001 m Azimuth: Mtm am ut cam. Monitoring System: Rd[ Mt"21 ust .cam. Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Legend: ® 60 SunPower 327W Panel ® UniRac Solarmount Rail 40 145 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco -Fasten, UniRac, — Added Roof load of PV System:3.5psf Engineer/Architect Seal: — Y P.4�/moi -- -- Eo3-FaAmSrgdeSEd LFoat lb t: r- M LL iLU Uj 6616 �lr ESSI &P�. Drawn By: DRV Drawing # 8 of 8 Date: 12/21/14 REV: A Drawing Scale: 1/8" = 1.0' 96'x35'9l;jHess9A LiEgBdt 116 5W'9jHes%dWdm 1�b ;C � GREENLOGIC" ENERGY GreenLogic, LLC Approved Lauren Albertson 8110 N Bayview Road Southold, NY 11971 Total System Size: 19.620kW 3 strings of 8 on SPR -8001 m 3 strings of 6 on SPR -6001 m 3 strings of 6 on SPR -6001 m Azimuth: Pitch: N Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac Solarmount Panel: 61.39" X 41.18" Legend: ® 60 SunPower 327W Panel ® UniRac Solarmount Rail 40 145 Simple Seal L Foot ® 2x4" Douglas Fir Purlin 23" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used: Eco -Fasten, UniRac, SunPower, SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OV Nim Y P.4�/moi �� Q�yQH o®�� t: r- M LL iLU Uj 6616 �lr ESSI &P�. Drawn By: DRV Drawing # 8 of 8 Date: 12/21/14 REV: A Drawing Scale: 1/8" = 1.0' E S6 RM( .. Code Compliant Inst< Table of Contents i. Installer's Responsibilities.................................................................2 Part I. Procedure to Determine the Design Wind Load ........................................... 3 Part II. Procedure to Select Rail Span and Rail Type ............................................. 10 Part III. Installing SolarMount [3.1.] SolarMount rail components ................................................. 14 [3.2.] Installing SolarMount with top mounting clamps....... , .......................15 [3.3.] Installing SolarMount with bottom mounting clips .............................. 21 [3.4.) Installing SolarMount with grounding clips and lugs .......................:.... 25 THE STANDARD IN PV MOUNTING STRUCTURE STM UniRac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. . UNNRAC® UniRac Code -Compliant Installation Manual SolarMount L Installer's Responsibilities Please review this manual thoroughly before installing your SolarMount system. This manual provides (1) supporting documentation for building permit applications relating to UniRac's SolarMount Universal PV Module Mounting system, and (2) planning and assembly instructions for SolarMount SolarMount products, when installed in accordance with this bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). UniRac also provides a limited warranty on SolarMount products (page 26). SolarMount is much more than a product. It's a system of engineered components that can be assembled into a wide variety of PV mounting structures. With SolarMount you'll be able to solve virtually any PV module mounting challenge. It's also a system of technical support: complete installation and code compliance documentation, an on-line SolarMount Estimator, person-to-person customer service, and design assistance to help you solve the toughest challenges. Which is why SolarMount is PV's most widely used mounting system. Qj The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that UniRac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only UniRac parts and installer -supplied parts as specified by UniRac (substitution of parts may void the warranty and invalidate the letters of certification in all UniRac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. SolarMount UniRac Code -Compliant Installation Manual UNORAD:® Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions or procedures presented in this manual. UniRac uses Method 1, the Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. The method described in this document is valid for flush, no tilt, SolarMount Series applications on either roofs or walls. Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space between the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications of these procedures is subject to the following ASCE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations on structures greater than 60 feet, contact your local UniRac Distributor. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 45 degrees or a hip roof with a pitch less than 27 degrees. for more clarification on the use of Method I. Lower design wind loads maybe obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: pnet (Psfl = AKzd pnet3o' pner (Psf) = Design Wind Load A = adjustment factor for height and exposure category KZt = Topographic Factor at mean roof height, h (ft) I = Importance Factor pnet3o (Psf) = net design wind pressure for Exposure B, at height =30,1=1 You will also need to know the following information: Basic Wind Speed = V (mph), the Iargest 3 second gust of wind in the last 50years. h (ft) = total roof height for flat roof buildings or mean roof heightfor pitched roof buildings Effective Wind Area (sf) = minimum total continuous area of modules being installed Roof Zone = the area of the roof you are installing the pv system according to Figure 2, page 5. 6. If your installation does not conform to these requirements Roof Zone Setback Length = a (ft) please contact your local UniRac distributor, a local professional engineer or UniRac Roof Pitch (degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary (contributing load) to a support or to a simple -span of rail. That area is the Step 1: Determine Basic Wind Speed, V (tnph) Effective Wind Area. Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. PxZ. 3 VN®RACO UniRac Code -Compliant Installation Manual SolarMount t Figure 1. Basic Wind Speeds. Adapted and applicable to ASCE 7-05. Values are nominal design 3 -second gust wind speeds at 33 feet above ground for Exposure Category C. YOD(45} I 11Q(49) Step 3: Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof., Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. jG :spectat Wind.Region 90(40) 120(54}' 140(63). Miles per hour (meters per second) 140(63) 1150(67) Table 1. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension (ft) Height (ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. 0 3_ 3_.3 ._3 ._ 3.4._._.4. .m10_ ... 15 33 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 33 _,. 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 .10 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 _7477-7"97,77, .6__ 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 3_3 3....� 3__ 4 - -5.� _b w.7._ 8' 9_`. 10 _ 12:5 _1.5 :_ 1,7..5 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24. 24 24 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. 0 SolarMount UniRac Code -Compliant Installation Manual VN®RACO Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs Hip F G a� �a c >a` 171Interior Zones � End Zones Roofs -Zone I /Walls -Zone 4 Roofs - Zone 2/Walls - Zone 5 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine Net Design. Wind Pressure, pnet3o (PSD Using the Effective WindArea (Step 2), Roof Zone Location (Step 3), and Basic Wind Speed (Step 1), look up the appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. Corner Zones Roofs - Zone 3 Both downforce and uplift pressures must be considered in overall design. Refer to Section II, Step 1 for applying downforce and uplift pressures. Positive values are acting toward the surface. Negative values are acting away from the surface. Pagc 5 VN®RAC® UniRac Code -Compliant Installation Manual SolarMount Table 2. pn,,00 (psf Roof and Wall Bask Wind Speed (mph) Source: ASCE/SEI 7 -OS, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page 6 90 100 t !10 120- 130 �� 140 130` 170 Effective Zane WindAreo (50Downforce ' Uplift � Downforce Uplift )Downforce Uplift Downforce Uplift iDownfome Uplift -1 Downforce Uplift Downforce" Uplift Downforce Uplift 1 10 5 9 -.I 4 6 7.3 -18.0 {I 8.9" 21. 18' 10.5 -25.9 12 4 , -30.4 14.3 -35.3 16 5 ,,=40 5 21.1 -52.0 1 20 5 6 -14 2 6.9 -17.5 All _ 1 ,' 8 3 " : 21 2 : 9.9 -25.2 11 6 " , -29.6 13.4 -34.4 I'll. 15 4 =39 4. 19.8 -50.7 50 5 I -13 7 6.3 -16.9 7 6 :- 20 5 ' 9.0 -24 4 10 6 -28:6 , 12.3 -33.2 14 1 -38 1 .� 18.1 48.9 100 14.7 "_-13 3_:1 5.8 -16.5 7 0 19,9 8.3 -23.7 9.8 -27.8 I 11.4 -32.3^ 13 0 _37.0" 16.7 -47.6 2 10 5-9i 4 4 = 7.3 -30.2 8 9:36 5 + 10.5 -43.5 12.4 5 I A J 14.3 59.2 ` 16.5;-,: b7 9, 21.1 -87.2 c 2 20 '5.6-' _-21.8'1 6.9 -27.0 $ 3 j-31.6 9.9 " -38.8 ' 11.6 -45.6 1 13.4 -52.9 ' 15 4 =60 .71 19.8 -51 € 78.0 c 2 50 5 I =18 4 6.3 -22.7 7 6 27 5 9.0 -32 7 10.6 38:4 12.3 -44.5 14 I [ 18.1 -65.7 c 2 100 47 =I'S.8„ 5.8 -19.5 70•;.236. 8.3 -281 :"98 -33.0,E 11.4 -38.2 'l30 .-439; 16.7 -56.4 . oe 3 10 5 9 36 8 1 7.3 -45.4 $ 9 55 0 10.5 -65.4 ' 12.41 "-76.8 14.3 -89.0 W I .S 102 2'. 21.1 -131.3 3 20 5.6 ' -30.3-11 6.9 -37.6 &1:"' r 45.5 � 9.9 -54.2 11:6 '-63.61 13.4 -73.8 -b 15.4 84 7' 19.8 � -108.7 3 50 5 I -211 6.3 -27.3 7.6 � 33 1 � 9.0 -39.3 " I:0i6 -46.21 ` 12.3 -53.5 14 I 615 18.1 -78.9 3 100 '4 7 = 15 8: 5.8 -19.5 � §$ 7 0 _ `.� 23 6 8.3 -28. I 9.8 33.0 11.4 -38.2 - 13 0;43 9 R 16.7 -56.4 1 10 8 4 j -133 l 10.4 -16.512 5. 19 9 14.9 -23.7 17 5 27.8 20.3 -32.3 23 3 € 37 0 30.0 -47.6 1 20 7 7 -13.0 : 9.4 -16.0 19 4 13.6 11.4 "21 9 -23.0 16.0 " -27:0 18.5 -31.4 21 3 .36 0 ! 27.3 -46.3 iv 1 50 '6 7 12 5 , 8.2 -15.4 10.0 " 18 6 s. 11.9 -22.2. 13 9 .-26:0 16.1 -30.2 18 5 =34 6� 23.8 -44.5 1 100 -'12.1 7.3 -14.9 8.9 '' 18 I 10.5 -21.5 (2A. '-25.2' r 14.3 -29.3 '.16 5 "=33.6 = 21.1 -43.2 ,5 .9 1 2 10 :8.4 -23.2 J 10.4 -28.7 ` 12 S' "` 34 7 �� 14.9 -41.3 17 .5, -48.4 20.3 -56.2 23 3 X 64.5 ' 30.0 -82.8 n ^� 2 20 7.7 -21.4 9.4 -26,4 , I I 1 4 ':; 31 9 ; 13.6 1 -38.0 16 0 -44;6: 18.5 -51.7 X21 3 -59 3 27.3 -76.2 4-0 2 50 6 7 -118.9 4 8.2 -23.3 s 10,0 ° 28 2 > 1 1.9 -33.6 13 9 --39:4 16.1 -45.7 ° 48:5, =52 5' 23.8 -67.4 c 2 100 5.9 '-17.0 ° 7.3 -21.0 1-8.9 � 25 5 10.5 30.3 12 4 . -35.6: 14.3 -41.2 16 5 -47 31 21.1 -60.8 3 10 84 343 ' 10.4 -42.4 1 125 51 3 14.9 -61.0 175" "-71:6° 20.3 -83.1 233 -954 30.0 -122.5 3 20 7.7' -32.1'.) 9.4 -39.6 114" 47 9 " 13.6 -57.1 [&O''; 67.0' 18.5 -77.7 21 3 -89.21, 27.3 -114.5 3 50 6 7 -29 1 "1 8.2 -36.0 ' t0 0 `43 5,' ; 11.9 -51.8 �A'1:0. '-60.8 `. 16.1 -70.5 1:'8.5 -81.0• 23.8 -104.0 3 100 5.0' :-16.5i'-) 7.3 -33.2 8 9 40 2 . ' 10.5 -47.9 1 `1.2.,.4 . -56.2 " 14.3 -65.1 16 5 -J4.8;1 21.1 -96.0 ! I 10 13 3 I4.6, 16.5 - 18.0 19 9 - 2 [ 8 �' l 23.7 -25.9 27 8 -30.4 32.3 -35.3 37 0 =40 5 •! 47.6 -52.0 1 20 13.0 13:8 16.0 -17.1 , -261"!! 23.0 119 +, -24 6 27.0 -28.9 31.4 -33.5 '36 0 38 4 € 46.3 49.3 1 50 ;12 5 °12 $ : E 15.4 -15.9 18 6 ,- 19 2 22.2 -22.8 ; 26' 0 -; .-26.8 30.2 -31.1 34 6 =35 7 '1' 44.5 -45.8 1 100 121 "%-12.1;:; 14.9 -1.4.9 1$I 181,;, 21.5 -215 y'25"2 25.2;1 29.3 -29.3 ''33b =33b 43.2 -43.2 2 10 All" 3 -17 0 " 16.5 -21.0 I [ 9 9 ' 25 5 23.7 -30.3 ` 27 8 , 35:6 j 32.3 -41.2 37 0 =47 3 47.6 -60.8 Ln2 20 13 0 =16 3 16.0 -20.1 L9 4u 24 3 23.0 -29 0 "270 34.Q 31.4 -39.4 36 0 =45 3 46.3 -58.1 0 2 50 12 5 . -15 3 '-+ 15.4 -18.9 18 6 •• 22 9 ;, 22.2 -27.2 26 0 -32.0- . 30.2 -37. I 34 6 .X42 5 ' 44.5 -54.6 2 10012 1 = -14 6 1 14.9 -18.0 4 18 1"',- "21 8 21.5 -25.9 125' 2 -30.4 29.3 -35.3 ' 33.6 " " 40 5 43.2 -52.0 N _ , c 3 10 13 3 '=,1 �7 0 16.5 -21.0 19 9 � 25:5. 23.7 -30.3 -27.8 .-35.6 32.3 -41.2 '' 3 .0 -47 3, 47.6 -60.8 99 3 20 13 0 s-16.3 `,a 16.0 -20.1 (9 4 = 24 3' 23.0 -29.0 :27.0 -34.0 31.4 -39.4 : 36 0 45 3; 46.3 -58.1 3 50 11 .5, -1.5 3 . 15.4 -18.9 18 6 . 22 9' 22.2 -27.2 26.0 -32:0 30.2 -37.1 34 6 ,w42.5 -1 44.5 -54.6 3 100 (2.1�14 6 14.9 s -18,0 18 121 8 21.5 i -25.9 25.2 -30.4° 29.3 -35.3 33 b ,=40.5,1 43.2 -52.0 4 10 114-16. =1 �5.8 18.0 -19.5 1 21 8 ' 23 6 25.9 -28.1 30.4 -33:0 35.3 -38.2 ` 403' '=419 52.0 -56.4 4 20 `13.9 -!15.1 1 17.2 -18.7 20.8 • 22 6 24.7 -26.9 29 0 31.6 33.7 -36.7 318.7',; -42 I ; 49.6 -54.1 4 50 13'.6, -1=4.3 ° 16.1 -17.6 19.5 ° 21 3 23.2 -25.4 17 .2, 29':8 ' 31.6 -34.6 3b 2 -39.7` 46.6 -51.0 4 100 12.4 -1'3 6 15.3 - 16.8 1 [ 8 5 ` 20 4 22.0 -24.2 25 9 -28.4 30.0 -33.0 34.4-37.8"'44.2 -48.6 4 500 10 9 -12 1 1 13.4 -14.9 v 1 b 2 1:8."1':,, 19.3 -21.5 :,22.7 -25.2`, 26.3 29.3 30 2 " =33 6 38.8 -43.2 .. " 5 10 14.6. i'9 5 18.0 -24. I 121 8'� 29.1 25.9 -34 7 ( 30 4 -40.7 35.3 -47.2 140 5 �; 54 2 52.0 -69.6 5 20 13 9 -1.8 2, 17.2 -22.5 " 20.8..""-27.2,',=:` 24.7 -32.4 29.0 38:0 33.7 -44.0 383- , X50:5 49.6 -64.9 5 50 13 0 , 1°6 5 16. I -20.3 19 5 24 6 '- 23.2 -29 3 27 2 34.3 •", 31.6 -39.8 36 2 -45 7 146.6 -58.7 5 100 12.4 15 115.3 -18.7 [ 8 5 22 6 _ 22.0 -26.9 25 9 31.6 30.0 -36.7 = 34 4 -42 1 1 44.2 -54.1 5 500 10.9 °,-121 13.4 -14.9 X162• -'181__ 19.3 -21.5 #7" 26.3 -29.3 x,302 '336 38.8 -43.2 Source: ASCE/SEI 7 -OS, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page 6 SolarMount UniRacCode-Compliant Installation Manual VN®RACO Table 3. p,,eao (psf Roof Overhang Source: ASCEISE1 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kat For the purposes of this code compliance document, the Topographic Factor, Kt, is taken as equal to one (1), meaning, the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, Section 6.5.7 and the local building authority to determine the Topographic Factor. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SE17-05* defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. EXPOSURE c has open terrain with scattered obstruc- tions having heights generally less than 30 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone regions. EXPOSURE D has flat, unobstructed areas and water surfaces outside hurrican prone regions. This category includes smooth mud flats, salt flats, and unbroken ice. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. Pagc 7 VN®RAC® UniRac Code -Compliant Installation Manual SolarMount Step 7: Determine adjustment factor for height and exposure category, A Using the Exposure Category (Step 6) and the roof height, h (ft), look up the adjustment factor for height and exposure in Table 4. Step 8: Determine the Importance Factor, I Determine if the installation is in a hurricane prone region. Look up the Importance Factor, I, Table 6, page 9, using the occupancy category description and the hurricane prone region status. Step 9: Calculate the Design Wind Load, Pner (psO Table 4.Adjustment Factor for Roof Height & Exposure Category Multiply the Net Design Wind Pressure, pnet30 (psf) (Step 4) by Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other the adjustment factor for height and exposure, A (Step 7),the Structures, Chapter 6, Figure 6-3, p. 44. Topographic Factor, Kzt (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (psf) = AKztlpnet30 pnet (psf) = Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, h (ft) (Step 5) I = Importance Factor (Step 8) pnet3o (Ps°f) = net design wind pressure for Exposure B, at height = 30, I =1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SolarMount Series rail, rail span and foot spacing. Table 5.Worksheetfor Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Variable Description Symbol Value Exposure Step Mean roof BuildingFleigg�t _�_. _" f? ft height ((t) B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 .1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure, pnet30 (psf) (Step 4) by Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other the adjustment factor for height and exposure, A (Step 7),the Structures, Chapter 6, Figure 6-3, p. 44. Topographic Factor, Kzt (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (psf) = AKztlpnet30 pnet (psf) = Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, h (ft) (Step 5) I = Importance Factor (Step 8) pnet3o (Ps°f) = net design wind pressure for Exposure B, at height = 30, I =1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SolarMount Series rail, rail span and foot spacing. Table 5.Worksheetfor Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Variable Description Symbol Value unit Step Reference BuildingFleigg�t _�_. _" f? ft Building, Least Horizontal Dimension ft oof l'Nail Exposure Category 6 Basic WindSpded= Effective Roof Area sf 2 Roof"ZoneSetback>Tength Roof Zone Location 3 Figure 2 Net DesignWind�Pressure -�- . _" •I?net�o .. .' ...° °� psf • .: °�" 4, • � Y..__.�Table"2,3 Topographic Factor Kzt x 5 adjustment factor for hetgh and.,ezposure category A w_ x 7 reble.`?' Importance Factor I x 8 Table 5 Notal best n Wmd Load sf 9 " No SolarMount UniRac Code -Compliant Installation Manual VNMRAC® Table 6. Occupancy Category Importance Factor Source: IBC 2006, Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p.77 im Nan -Hurricane Prone Regions - and Hurricane Prone Regions Hurricane Prone Re - with Basic Wind Speed,V = gions with BasicWjnd Category Category Desicription Building Type Examples 85-100 mph, andAlaska Speed,V > IOOmph Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities - hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories 1,111, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capcity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparednessm communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006, Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p.77 im VNOMW UniRac Code -Compliant Installation Manual SolarMount Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Seam Calculations, Structural Engineering Methodology The procedure to determine the UniRac SolarMount series rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet. See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and UniRac racking systems. If the Dead Load is greater than 5 psf, see your UniRac distributor, a local structural engineer or contact UniRac. The following procedure will guide you in selecting a UniRac rail for a flush mount installation. It will also help determine the design loading imposed by the UniRac PV Mounting Assembly that the building structure must be capable of supporting. Figu spac Paye 10 Step 1: Determine the Total Design Load The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadl, S (psf), Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). P (psf) = LOD + LOS1 (downforce case 1) P (psf) = LOD + 1.Opnet (downforce case 2) P (psf) = 1. OD + 0.7551 + 0.75pnet (downforce case 3) P (psf) = 0.6D-1.Opnet (uplift) D = Dead Load (psf) S = Snow Load (psf) pn,t = Design Wind Load (psf) The maximum Dead Load, D (psf), is 5 psf based on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Note: Modules must be centered symmetrically on the rails (+/- 2 -), as shown in Figure 3. If this is not the case, call UniRac for assistance. SolarMount UniRac Code -Compliant Installation Manual VN®RAW Table 7. ASCE 7 ASD Load Combinations Description Variable Down Case ! ^ z-paivn(orce tase�2 °..� --.Down(orce Case 3' r ='- Up) r units E Dead Load D ff, 1.0:x,,, I O<x 10 x d b psf Snow Load 5,, 1?0-x #F 0.75x + psf Design Wind Load Pnet 10 x 0.75 z+ I 0 x �a psf Total Design Load P ms psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, W (p ID Determine the Distributed Load, w (p1j), by multiplying the module width, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by two rails. w = PB/2 w = Distributed Load (pounds per linear foot, plf) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot, psf) Table 8. L -Foot SolarMount Series Rail Span SM - SolarMount HD - SolarMount Heavy Duty Step 3: Determine Rail Span/ L -Foot Spacing Using the distributed load, w, from Part II, Step 2, look up the allowable spans, L, for each UniRac rail type, SolarMount (SM) and SolarMount Heavy Duty (HD). There are two tables, L -Foot SolarMount Series Rail Span Table and Double L -Foot SolarMount Series Rail Span Table. The L -Foot SolarMount Series Rail Span Table uses a single L -foot connection to the roof, wall or stand-off. The point, load connection from the rail to the L -foot can be increased by using a double L -foot in the installation. Please refer to the Part III for more installation information. Pap 11 UN®RAc® UniRac Code-Compliantlnstallation Manual SolarMount Table 9. Double L -Foot SolarMount Series Rail Span SM - SolarMount HD - SolarMount Heavy Duty Step 4: Select Rail Type Selecting a span and rail type affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's resnonsibility to verify that the buildin structure is strong enough to sunnort the point load forces. Step 5: Determine the Downforce Point Load, R (lbs), at each connection based on rail span When designing the UniRac Flush Mount Installation, you must consider the downforce Point Load, R (lbs) on the roof structure. The Downforce, Point Load, R (lbs); is determined by multiplying the Total.Design Load, P (psf) (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B (ft) divided by two. R (lbs) = PLB/2 R = PointLoad (lbs) P = Total Design Load (psO L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) . . , It is the installer's responsibility to verify that the building Page structure is strong enough to support the maximum point 12 loads calculated according to Step 5. SolarMount UniRac Code -Compliant Installation Manual VN®RACQD Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case 1,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 l2 Downforce Point Load N Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation lbs Total Design Load (uplift) P psf Module length perpendicular to rails B x ft Rail Span L x ft l2 Uplift Point Load R lbs Step I Step 4 Table 12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force, R (lbs), requirements. Specific 5116" shalt,* gravity per inch thread depth Itis the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure f and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Thread Southern Pine 0.55 307 depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources: American Wood Council, NDS 2005,Table 11.2A, 11.3.2A. Notes: (1) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer (lush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. PPw 13 *Use flat washers with lag screws. VN®RAC® UniRac Code -Compliant Installation Manual SolarMount Part III. Installing SolarMount The UniRac Code -Compliant Installation Instructions support applications for building permits for photovoltaic arrays using UniRac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount® rail components ORail — Supports PV modules. Use two per row of modules. 6105-T5 aluminum extrusion, anodized. © Rail splice — joins and aligns rail sections into single length of rail. It can form either a rigid or thermal expansion joint, 8 inches long, predrilled. 6105-T5 aluminum extrusion, anodized. © Self -drilling screw — (No. 10 x 3/d') — Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. OL -foot — Use to secure rails either through roofing material to building structure or standoffs. Refer to loading tables for spacing. Note: Please contact UniRac for use and specification of double L -foot. © L -foot bolt (3/8” x 3/4') — Use one per L -foot to secure rail to L -foot. 304 stainless steel. 0 Flange nut (3/8 ") — Use one per L -foot to secure rail to L -foot. 304 stainless steel. O Flattop standoff (optional) (3/8 ") — Use if L -foot bolt cannot be secured directly to rafter (with tile or shake roofs, for example). Sized to minimize roof to rail spacing. Use one per L -foot. One piece: Service Condition 4 (very severe) zinc -plated -welded steel. P.%< 14 Figure 4. SolarMount standard rail components. Includes 3/8 " x 1/4' bolt with lock washer for attaching L -foot. Flashings: Use one per standoff. UniRac offers appropriate flashings for both standoff types. Note: There is also a flange type standoff that does not require an L -foot. QAluminum two-peice standoff (4" and 7") — Use one per L -foot. Two-piece: 6105-T5 aluminum extrusion. Includes 3/9'x 3/4" serrated flange bolt with EPDM washer for attaching L -foot, and two 5/16' lag bolts. OLag screw for L -foot (5/16") — Attaches standoff to rafter. 10 Top Mounting Clamps Top Mounting Grounding Clips and Lugs Installer supplied materials: • Lag screw for L-foot—Attaches L -foot or standoff to rafter. Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. • Waterproof roofing sealant — Use a sealant appropriate to your roofing material. Consult with the company currently providing warranty of roofing. SolarMount UniRac Code -Compliant Installation Manual VNMRACO [3.2.] Installing SolarMount with top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. Figure 5. Exploded view of a flushmount installation mounted with L feet. Table 14. Clamp kit part quantities Table I S.Wrenches and torque Wrench End Mid VV module A4 X 5�8' Modules clamps clamps clamp bolts safety bolts 2 4 2 6 2 3 4 4 8 2 4 4 6 10 2 5 4 8 12 2 6 4 10 14 2 7 4 12 16 2 8 4 14 18 2 Table I S.Wrenches and torque Wrench Recommended size torque (ft -lbs) A" hardware '/6' 15 '/8"' hardware 1/6' 30 Torques are not designated for use with wood connectors %a" flange nuts 8 10 12 14 16 18 20 Stainless steel hardware can seize up, a process called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. P.p 15 UMMIM ;® UniRac Code -Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount® installations The installation can be laid out with rails parallel to the rafters or perpendicular to the rafters. Note that SolarMount rails make excellent straight edges for doing layouts. Center the installation area over the structural members as much as possible. Leave enough room to safely move around the array during installation. Some building codes require minimum clearances around such installations, and the user should be directed to also check `The Code'. age 16 The width of the installation area equals the length of one module. The length of the installation area is equal to: • the total width of the modules, • plus 1 inch for each space between modules (for mid - clamp), • plus 3 inches (11/z inches for each pair of end clamps). Peak In —Low -profile "' "' High-profile mode mode FD Gutter Figure 6. Rails maybe placed parallel or perpendicular to rafters. SolarMount UniRac Code -Compliant Installation Manual WRAco [3.2.2] Laying out L -feet L -feet (Fig. 7) are used for attachment through existing roof- ing material, such as asphalt shingles, sheathing or sheet metal to the building structure. Use Figure 8 or 9 below to locate and mark the position of the L -feet lag screw holes within the installation area. If multiple rows are to be installed adjacent to one another, it is not likely that each row will be centered above the rafters. Figure 7 Adjust as needed, following the guidelines in Figure 9 as closely as possible. ' Figure 8. Layout with rails perpendicular to rafters. Installing L -feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag screw hole location. Squirt sealant into the hole, and on the shafts of the lag screws. Seal the underside of the L - feet with a suitable sealant. Consult with the company providing the roofing warranty. Securely fasten the L -feet to the roof with the lag screws. Ensure that the L -feet face as shown in Figure 8 and 9. For greater ventila- tion, the preferred method is to place the single -slotted square side of the L -foot against the roof with the double -slotted side perpen- dicular to the roof. If the installer chooses to mount the L -foot with the long leg against the roof, the bolt slot closest to the bend must be used. 9 25% of module width Lower roof edge Rafters (Building Structure) . �tE 50% of module width ii 3 13/411 i! Fdot spacin ail Span, L 0 Figure 9. Layout with rails parallel to rafters. . Overhang 25% L max Note: Modules must be centered symmetrically on the rails (+/-2*). If this is not the case, call Uniltac for assistance. Pm. 17 Overhang 25% L max 5 f module width Foot spacing/ 9. . Rail S an "L" r— - - „ ii 50% of module it1 ... ..........W,., „W,., .. ..ac......, ,, .,.�.. width (TYP) .., 4 Note: Modules must be Lower roof edge Rafters (Building Structure) centered symmetrically on the rails (+/- 2*). If this is not the Y case, call UniRacfor assistance. ' Figure 8. Layout with rails perpendicular to rafters. Installing L -feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag screw hole location. Squirt sealant into the hole, and on the shafts of the lag screws. Seal the underside of the L - feet with a suitable sealant. Consult with the company providing the roofing warranty. Securely fasten the L -feet to the roof with the lag screws. Ensure that the L -feet face as shown in Figure 8 and 9. For greater ventila- tion, the preferred method is to place the single -slotted square side of the L -foot against the roof with the double -slotted side perpen- dicular to the roof. If the installer chooses to mount the L -foot with the long leg against the roof, the bolt slot closest to the bend must be used. 9 25% of module width Lower roof edge Rafters (Building Structure) . �tE 50% of module width ii 3 13/411 i! Fdot spacin ail Span, L 0 Figure 9. Layout with rails parallel to rafters. . Overhang 25% L max Note: Modules must be centered symmetrically on the rails (+/-2*). If this is not the case, call Uniltac for assistance. Pm. 17 VN®RAQ® UniRac Code -Compliant Installation Manual SolarMount [3.2.3] Laying out standoffs Standoffs (Figure 10) are used for flashed installations, such as those with tile and shake shingles. Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more mate- rial than required for the flashings to be installed properly. The standoffs must be firmly attached to the building structure. Figure 10. Raised flange standoff (left) and flat top standoff used in conjunction with an L -foot. Overhang 25% L max Foot spacing/ I 25% module h td * " Rail Span, L 1 l3/4" 1 Z4ZI 7. I rn% mnrli da Lower roof edge I, R— Rafters—� (Building Structure) Note: Modules must be centered symmetrically on the rails (+/- 2 *). If this is not the case, call UniRac for assistance. Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Overhang 25% of 4. 50% B typical module width (TYP) I \ =1 Ir l` 1t 7/16" a loll a 1 �I I .. o a 11 I Foot spacing/ �- I -x-7/16" �I -- i Span "L' I i I Overhang 25% L,max Lower roof edge Rafters (Building Structure) Note: Modules must be centered symmetricaUy on the rails (+/- 2 *). If this is not the case, call UniRac for assistance. Nzs Fit% Il. Layout xnth raus parauet to rajrers. If multiple high-profile rows are to be installed adjacent to each other, it may not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines of Fig. 12 as closely as possible. Installing standoffs Drill 3/16 inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two 5/16" lag screws. Ensure that the standoffs face as shown in Figure 11 or 12. UniRac steel standoffs (15/8 " O.D.) are designed for collared flashings available from UniRac. Aluminum two-piece standoffs (11/8 " O.D.) take all -metal flashings, also available from UniRac. Install and seal flashings and standoffs using standard building practices or as the company providing roofing warranty directs. �r•t Figure 10. Raised flange standoff (left) and flat top standoff used in conjunction with an L -foot. Overhang 25% L max Foot spacing/ I 25% module h td * " Rail Span, L 1 l3/4" 1 Z4ZI 7. I rn% mnrli da Lower roof edge I, R— Rafters—� (Building Structure) Note: Modules must be centered symmetrically on the rails (+/- 2 *). If this is not the case, call UniRac for assistance. Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Overhang 25% of 4. 50% B typical module width (TYP) I \ =1 Ir l` 1t 7/16" a loll a 1 �I I .. o a 11 I Foot spacing/ �- I -x-7/16" �I -- i Span "L' I i I Overhang 25% L,max Lower roof edge Rafters (Building Structure) Note: Modules must be centered symmetricaUy on the rails (+/- 2 *). If this is not the case, call UniRac for assistance. Nzs Fit% Il. Layout xnth raus parauet to rajrers. If multiple high-profile rows are to be installed adjacent to each other, it may not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines of Fig. 12 as closely as possible. Installing standoffs Drill 3/16 inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two 5/16" lag screws. Ensure that the standoffs face as shown in Figure 11 or 12. UniRac steel standoffs (15/8 " O.D.) are designed for collared flashings available from UniRac. Aluminum two-piece standoffs (11/8 " O.D.) take all -metal flashings, also available from UniRac. Install and seal flashings and standoffs using standard building practices or as the company providing roofing warranty directs. SolarMount UniRac Code -Compliant Installation Manual VNIRAW [3.2.4] Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 13) before mounting the rails to the footings. Use splice bars only with flush installations or those that use low -profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the L -feet (Fig. 14). Mount in the lower hole for a low profile, more aesthetically pleasing installation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the %-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 8, 9, 11, or 12, whichever is appropriate. Aligning the Rail Ends. Align one pair of rail ends to the edge of the installation area (Fig. 15 or Fig. 16). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. If the rails are perpendicular to the rafters (Fig. 15), either end of the rails can be aligned, but the first module must be installed at the aligned end. If the rails are parallel to the rafters (Fig. 16), the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. I m I+ Edge of installation area Figure I5. Rails perpendicular to the rafters. Fimire 13. Snlice hars slide into the footing bolt slots of SolarMount rail sections. Figure 14. Foot -to -rail splice attachment 8 i4 13 3 s a I l � 3 i 3 Edge of installation area Figure 16. Rails parallel to the rafters. pn_ 19 VN®RAW UniRac Code -Compliant Installation Manual SolarMount [3.2.5] Installing the modules Pre -wiring Modules. If modules are the Plug and Play type, no pre -wiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J -boxes, each module should be pre -wired with one end of the intermodule cable for ease of installation. For safety reasons, module pre -wiring should not be performed on the roof. Leave covers off J -boxes. They will be installed when the modules are installed on the rails. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail slot during installation. If there is a return cable to the inverter, connect it to the first module. Close the J -box cover. Secure the first module with T -bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig.18). Finger tighten flange nuts, center and align the module as needed, and securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J -box cover. Turn the second module face up (Fig. 17). With T -bolts, mid -clamps and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 19). For a neat installation, fasten wire management devices to rails with self -drilling screws. Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 18) . Check that all flange nuts on T -bolts are torqued to 15 ft lbs. Figure 17 1/2" minimum End clamp Figure 18 Figure 19 Figure 20. Mid clamps and end clamps for lipped -frame modules are identical. A spacer for the end clamps is necessary only if the lips are located high on the module frame. „ge 20 a SolarMount UniRac Code-Compliantlnstallation Manual VNORAC" [3.3] Installing SolarMount with bottom mounting clips This section covers SolarMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. Figure 21. SMR and CB components Table 16. Wrenches and torque Wrench Recommended size torque (ft -lbs) Y4" hardware %b" 15 '/s' hardware %b" 30 Note. Torque specifications do not apply to lag bolt connections. AStainless steel hardware can seize up, a process called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. Pagc 21 VM®RMC® UniRac Code -Compliant InstaIIation Manual SolarMount [3.3.1] Planning the installation area Decide on an arrangement for clips, rails, and L -feet (Fig. 22) . Use Arrangement A if the full width of the rails contacts the module. Otherwise use Arrangement B. Caution: Ifyou choose Arrangement B, either (1) use the upper mounting holes of the L feet or (2) be certain that the L feet and clip positions don't conflict. If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports — either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a professional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Leave enough room to safely move around the array during installation. The width of a rail -module assembly equals the length of one module. Note that L -feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. .%V 22 Distance between lag bolt centers Distance between module mounting holes PV module Module bolt Clip Rail L -toot —y-' Lag bolt Distance between lag bolt centers — 1/4" - Distance between — module mounting holes i - Figure 22. Clip Arrangements A and B /a" 0 SolarMount UniRac Code-Compliantlnstallation Manual VNMAC® [3.3.2] Laying out the installing L -feet L -feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L -feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. • Situate the rails so that footing bolt slots face outward. The single slotted square side of the L -foot must always lie against the roof with the double -slotted side perpendicular to the roof. Foot spacing (along the same rail) and rail overhang depend on design wind loads. Install half the L -feet: • If rails are perpendicular to rafters (Fig. 23), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 24), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roofing into the center of the rafter at each lag screw hole location. Squirt sealant into the hole and onto the shafts of the lag screws. Seal the underside of the L -feet with a sealant. Securely fasten the L -feet to the building structure with the lag screws. Ensure that the L -feet face as shown in Figure 23 or Figure 24. Hold the rest of the L -feet and fasteners aside until the panels are ready for the installation. I�I I1 Install Lecond II II SolarMoulit Rails !I II I II � I1 Instal First II li Lower I roof edge Rafters Figure 23. Layout with rails perpendicular to rafters. Rafters Install L -Feet First Blocks Install L -Feet Second Figure 24. Layout with rails parallel to rafters. PW 23 23 YN®RAC® UniRac Code -Compliant Installation Manual SolarMount [3.3.3] Attaching modules to the rails Lay the modules for a given panel face down on a surface , that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 21, page22). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier. Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 -foot-pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self -tapping screws. [3.3.4] Installing the module -rail assembly Bring the module -rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac rec- ommends safety lines whenever lifting one to a roof. Align the panel with the previously installed L -feet. Slide 3/8 inch L -foot mounting bolts onto the rail and align them with the L -feet mounting holes. Attach the panel to the L -feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 25). Clip • Mounting slots �e Flange 1 Footing bolt slot • Mount in the lower hole for a low, more aethetically Figure 25. Leg -to -rail attachment pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tion area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align L -feet with mounting holes previously drilled into the roof. Install lag bolts into remaining L -feet as described in "Laying out and installing L -feet" above. Torque all footing flange nuts to 30 pounds. Verify that all lag bolts are securely fastened. Ng. 24 SolarMount UniRacCode-Compliant Installation Manual VN®RAC® [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. Figure 28. Place grouding clips, lugs, and copper wire (6 –10 AWG). Place a loop in the wire around splices to prevent tension. Be sure wiring between rails is not taut. KEY ❑ PV module D' SolarMount rail (any type) 0 Rail splice X Grounding lug MM Grounding clip — , Copper wire rn 1-1 Np 25 YNMRAC' UniRac Code-Compliantlnstallation Marival SolarMount 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc., warrants to the original purchaser specified byAAMA 609 & 610-02 —"Cleaning If within the specified Warranty periods the ("Purchaser") of product(s) that it manufactures and Maintenance for Architecturally Finished Product shall be reasonably proven to be ("Product") at the original installation site that Aluminum" (www.aamanet.org) are not followed defective, then UniRac shall repair or replace the the Product shall be free from defects in material by Purchaser.This Warranty does not cover defective Product, or any part thereof, in UniRac's and workmanship for a period of ten (10) years, damage to the Product that occurs during its sole discretion. Such repair or replacement shall except for the anodized finish, which finish shipment, storage, or installation. completely satisfy and discharge all of UniRac's , shall be free from visible peeling, or cracking or This Warranty shall be VOID if installation of the liability with respect to this limited Warranty. chalking under normal atmospheric conditions product is not performed in accordance with Under no circumstances shall UniRac be liable for a period of five (5) years, from the earlier UniRac's written installation instructions, or if the for special, indirect or consequential damages of 1) the date the installation of the Product is Product has been modified, repaired, or reworked arising out of or related to use by Purchaser of completed, or 2) 30 days after the purchase of in a manner not previously authorized by UniRac the Product. the Product by the original Purchaser ("Finish IN WRITING, or if the Product is installed in Manufacturers of related items, such as PV Warranty"). an environment for which it was not designed. modules and flashings, may provide written The Finish Warranty does not apply to any foreign UniRac shall not be liable for consequential, warranties of their own. UniRac's limited residue deposited on the finish. All installations . contingent or incidental damages arising out of Warranty covers only its Product, and not any in corrosive atmospheric conditions are excluded. the use of the Product by Purchaser under any related items. The Finish Warranty is VOID if the practices circumstances.