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Wppt& ��tt Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 1 t�631-765-1981 CERTIFICATE OF OCCUPANCY No: 37428 Date: THIS CERTIFIES that the building SOLAR PANEL Location of Property: 795 Laurelwood Dr, Laurel, SCTM #: 473889 Sec/Block/Lot: 127.-7-3 2/10/2015 2/10/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/10/2014 pursuant to which Building Permit No. 39308 dated 10/24/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to McKenzie IV, Alexander & McKenzie, Erica (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39308 1/12/2015 Authorized Signature Permit #: 39308 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: McKenzie IV, Alexander & McKenzie, Erica 795 Laurelwood Dr Laurel. NY 11948 To: Installation of solar panels as applied for. At premises located at: 795 Laurelwood Dr, Laurel SCTM # 473889 Sec/Block/Lot # 127.-7-3 Date: 10/24/2014 Pursuant to application dated 10/10/2014 and approved by the Building Inspector. To expire on 4/24/2016. Fees: SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 10/7/2014 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 795 Laurelwood Dr. Laurel House No. Street Hamlet Owner or Owners of Property: Alexander McKenzie Suffolk County Tax Map No 1000, Section 127 Block 7 Lot 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: GreenLogic LLC Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 50.00 A licant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax(631)765-9502 rogerm hert(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Alexander McKenzie Address: 795 Laurelwood Dr City: Laurel St: NY Zip: 11948 Building Permit #: 39380 Section: 127 Block: 7 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858 -me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Heat Duplec Recpt Ceiling Fixtures HID Fixtures Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors A/C Condenser Single Recpt Recessed Fixtures CO Detectors A/C Blower Range Recpt Fluorescent Fixture Pumps Appliances Dryer Recpt Emergency FixtureTime Clocks Switches Twist Lock Exit Fixtures TVSS 8990 WATT roof mounted PHOTOVOLTAIC SYSTEM to include, 31-LG290NIC panels, 1 -SMA SB5000 and 1 -SMA SB3000 inverters with DC disconnects Notes: Inspector Signature: Date: Jan 12 2015 81 -Cert Electrical Compliance Form.xls Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com January 16, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Alexander McKenzie 795 Laurelwood Drive Laurel, NY 11948 1 G CP Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 solar@pacificoengineering.com Section: 127 Block: 7 Lot: 3 I 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 PA��� Ar r n -au 16 Ralp 9OF �NPal Engineer NY 0661 4GE04744306 FOUNDATION (1ST) FOUNDATION (ZND) ROUGH FP.OMQ & PLUMING INSULATION PER N. Y. STATE ENERGY CODE FINAL , i d-1 a e _J � 1 ' al o. Nj t9 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined , 20 Approved 20 Disapproved a/c Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? PERMIT NO. � 1�O� t APPLICATION FOR BUILDING INSTRUCTIONS 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 Date October 7 , 20 14 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. GreenLogic LLC (Signature of applicant or name, if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Contractor Alexander McKenzie (As on the tax roll or latest deed) Ifa pli t is a co oration, signature of duly authorized officer W ame and title of corporate officer) Builders License No. 40227-H Plumbers License No. Electricians License No. 43858 -ME Other Trade's License No. 1. Location of land on which proposed work will be done: 795 Laurelwood Drive Laurel House Number Street Hamlet County Tax Map No. 1000 Section 127 Block 7 Subdivision Filed M'ap-No._ *t.Y , tr. Lot 3 : o"T Lot 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 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost $30,438.00 Fee 5. If dwelling, number of dwelling units If garage, number of cars (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. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 795 Laurelwood Dr. 14. Names of Owner of premises Alexander McKenzieAddress Laurel, NY 11948 Phone No. 917-279-9283 Name of Architect parifirn FnginParingP_C Address700 Lakeland Ave, Bohemia, NThone No 631-988-0000 Name of Contractor GreenLo@c LLC Address 425 CntintV 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 X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 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 7— day of C1C 201 Notary Public TAMARA L. ROMERO Notary Public, State of New Yolk No. 01R06217368 Qualified in Suffolk County Commission Expires 2/0812018 Signature of Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (681) 765.1802 O-roaer.rchert�wn soof ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Tamara Romero pany Name: License No.: GreenLogic LLC Robert Skypala 43858 -ME 425 County Road 39A, Southampton, NY 11968 No.:. 631-771-5152 JOBSITE INFORMATION: (*Indicates required information *Name: le *Address: 795 Laurelw)od Dr, Laurel, NY 11948 *Cross Street: Peconic Bay Blvd *Phone No.: 917-279-9283 Permit No.: Date: 10/7/2014 Tax -Map District: 1000 . Section: 127. Block: 7 Lot: 3 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Roof mounted solar electric system 31 LG Electronics LG290N 1 C -G3 Modules 8,990 Watts 1 SMA SB5000TL-US-22 and 1 SMA SB3000TL-US-22 Inverters (Please Circle All That Apply) *Is job ready for inspection: YES AS 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 82=Request for Inspection Form �( FFQ W% Scott A. Russell SUPERVISOR SUPERVISOR' SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 Of 211 IFORIMIWATlE)k AMIANAtGI)EMIENIF Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) iDO ESS 'CHIS iPR.zME(,',T INVOLVE AN'): OF UIIE :FOLLOWING. Yes I No CHECK .ALL THAT APPLY; ❑0 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El El E. Site preparation within the one -hundred -year floodplain 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. S.C.T.M. 1000 Date: APPLICANT: (Property Owner, De�ian Profe��ioiial. Avent. C.ontiactol.Other) Di,trict NAME: GreenLogic LLC (Nesim Albukrek) 127 7 3 10/7/2014 c.r seclron Block Lot sr„r' 63 -771-5152 FOR 13(.;111)1''(; ONLY �** Contact hiformatinn: Reviex ed By: — — — — — — — — — — — — — — — — — — 4Stoi,nnvater —Date_ 2Iv "�fib Appro�-ed for processing Building Permit. Management Control Plan Not Required. ❑Stormvyater Management Control Plan is Required. (Forty\ard to Engineering Department for Review.) Property Address / Location of Construction Work: 795 Laurelwood Dr Laurel NY 11948 FORM * SMCP - TOS MAY 2014 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 14, 2015 Greenlogic LLC 425 County Rd 39A Southampton NY 11968 pF SOUr�o� �y�4UN11,� BUILDING DEPARTMENT TOWN OF SOUTHOLD RE: McKenzie, 795 Laurelwood Dr, Laurel TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: "NOTE: Certification from an engineer is required stating the panels were in all the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (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 — 39308 — Solar Panels GREENLOGICO ENERGY February 4, 2015 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39308 Alexander McKenzie 795 Laurelwood Dr, Laurel To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Electrical Compliance the above referenced solar electric system, which we installed. Please arrange to send the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Tamara Romero Account Manager Tamara@Greenlogic.com 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 01/07/2020 20:15 FAX 631 689 4494 RENAISSANCE \ kLL;i ml w s J 4 AOrE+ • F MOHVAFENr SVBOIV/S,ON MAPFILMINTNEOF14CE OF 7NE CLERK OFSUFF" COVN7YON NAY 17,1971 AS F1LEAV. 5591 THERE ARE NO DWELL INKS W17HW/OO' OF TMS PROPERrr OTHER THAN r1OSE SHOWN HEREON. WATER SERV/CE -PRIVATE WELL S�'tt 01 NSW �o 4T o a 1589% , h 9 i; IN Ll 'uh 444ND wOrt.!o TNt LOCATION OF WELLS ANO CCff►OOLS tMOWM NEMOb Ant /IIOW fwLO OREERWYNMS AIN OR FROM SAN OBTAINED MON OrIMRf Ing WATER SUPW ANO "WARE DISPOSAL SVSTENt FOR TMS REAOgNC; WILL CONAMI TO fNE STANDARDS OF TME SWFOLM COMNTY OEMRTMI Or #"rM SERVICES APPLICANT:------- ADDRESS— PPLICANT-----j—ADDRESS— ------ TEL.__ . IRWMU =my man MrAnrxw WAYP Tt 1916 p, p. rm. 0 7-0-/ y 2M SOWsp sissossi a" Water 5202r facilities ter this loostien have been lUpeeted bF this department asd found to be set �0'1 aait� Services MEVISION% YOUNG & YOUNG maSMA1R: 4141 •',MO4' 4 AI, I—L -1.! 11.•! A•, /.1': Y• INK AUIr./O,l" ALDER W 10-0.0--w'Avin-M 109N:. rROrrtf n.NA1 {NO•wNER • •w0 r ICVfv �R SURVEY FOR: DAVID C. COMM.4ND£R Q ELIZA4E7H#W COMMANDfR LOT AK). 7 "LAUR£LWOOD £STATES n _ AT :lAi.A� --Lo ' '• LAUREL rNErIMEOUARANYMC0. SOMMOSAV/NSSAWK sou7Ha0 _ _ -- 30 , NOV 13,1977 77-81 10002/002 `���>- �:��=l �� f f �, ��� ;�,. ,'r!1( ti ��r�t, �ti ��,. � i w ,{3 '' �,�' 'w, �, ;'�"`. Esti v` : ���` M'1�_ ' +r'k a'.�+N''�: �, '+. j., r } ry^,•-' rr '� �'^ ,,., r "t +,r. „d•" �'l�"^.rf`.f v�: `^v ��rv„ T►iR � i h.. .�A`C. `'c`s � �/ l µ�1 vM yww � F 1` � V' CERTIFICATE OF LIABILITY INSURANCE 02/0TE(M ONYYY) 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 CONTACT Brookhaven Agency, Inc. Brookhaven Agency, Inc. PNONE 631 941-4113 FAXNoIn 631 941.4405 -MAIP.O. nnR . brookhaven.a enc erizon.net Box 850 PRODUCER 150 Main Street INSURER(S) AFFORDING COVERAGE NAIC Y 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 101 INSURER D: National Union Fire Insurance Co. of PA Southampton, NY 11968 INSURER E; AGCS Marine Insurance Co. INSURER F : 06/12/13 rnVCDAf'-CC rFRTIFIrATF M"MIRFR• REVISION NUMBER: ----------------- THIS IS 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. INSR LM TYPE OF INSURANCE ADDL SUB POLICY NUMBER POLICY EFFr01/31115 ICY EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR X XCU Y Y EGGCC000076914 01131/14 EACH OCCURRENCE _$1,000,000 DAMAGE TO RENTED 100,000 MED EXP An one mon $5,000 PERSONAL & ADV INJURY 1 000 000 X Broad Form Contractual Liab GENERAL AGGREGATE s2,000,000 GEN'. AGGREGATE LIMIT APPLIES PER: POLICY rX PRO- LOC PRODUCTS -COMP/OP AGG $2,000,000 $ B AUTOMOBILE LIABILITY X ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON-OWNEDAUTOS CAP1043565 06/12/13 06/12/14 COMBINED SINGLE LIMIT (Es BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ D X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE Y y BE080717268 1/31114 1/31/15 EACH OCCURRENCE $1,000,000 AGGREGATE $1,000,000 DEDUCTIBLE RETENTION WORKERS COMPENSATION AND EMPLOYERS' LUIBILITY ANY PROPRIETORIPARTNERIEXECUTIVE ] OFFICER/MEMBER EXCLUDED? (Mandatory In NH) K yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU 0TH E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT I $ C E NYSDisability Installation Floater/Pro ert D251202 APP34420120 4111/13 4/15/13 4/11/14 4/15/14 Statutory Limits 1$200,000 $2,500 Ded DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) rCDTICIrATC YnI r1CD rANCFI I ATIAN 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 AUTHORIZED REPRESENTATIVE <> SOUTHOLD, NY 11971 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD 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 A ^ ^ ^ ^ ^ 203801194 GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE NUMBER CERTIFICATE HOLDER GREENLOGIC LLC 12226371-9 TOWN OF SOUTHOLD 425 COUNTY RD 39A STE 202 8/15/2014 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 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 U 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 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSU oD 12/10/2007 SUFFOLK COUNTY Master Electrician License No. 43858 -ME 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 with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York. NOT VALID WITHOUT DEPARTMENTAL SEAL AND W CURRENT CONSUMER AFFAIRS Ip CARD Additional Businesses GREENLOGICO ENERGY October 7, 2014 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 Alexander McKenzie who has engaged us to install a roof -mounted solar photovoltaic (PV) electric system at his home at 795 Laurelwood Dr., Laurel, NY 11948. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form ! OCT 10 2014 J • Certificate of Occupancy Application • 2 Surveys of the Premises •4 Engineer's Reports (2 originals and 2 copies) T n • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (LG 290) • 2 Spec. sheets of the inverter (SMA SB5000/3000) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for $100 ($50 Building Permit/$50 CO) • Application for Electrical Inspection with a check for $100 Please let us know if you need anything else in connection with this application. Yours truly, 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 L G Life's Good Cet1 Tec,fanaingy • LG's High Efficient Cell Technology Driven by LG's own N -type technology, LG's high efficiency modules will provide customers with high economic benefits. Light and Robust With a weight of just 16.8 kg, LG modules are proven to demonstrate outstanding durability against external pressure up to 5400 Pa. Reliable Warranties LG stands by its products with the strength of a global corporation and sterling warranty policies. LG offers a 10 year product limited warranty and a 25 year limited linear output warranty. 0 6J LG Electronics, Inc. (Korea Exchange: 06657.KS) is one of the globally leading companies and technology innovator for electronics, information and communication products. The LG Electronics currently employs more than 91,000 people worldwide in 117 companies. In fiscal year 2011, 48.97 billion USD of revenue was achieved. LG is one of the world's largest manufacturers of mobile phones, flat screen TVs, air conditioners, washing machines and refrigerators. As a future - oriented company, LG enables others to use technology consisting of renewable energies. LG's high quality solar products are being manufactured in LG's leading production facility in South Korea. APPROVED PRODUCT V D E CU los CE KM 564573 BS EN 61215 Photowltaic Modules Convenient Installation LG modules are carefully designed to benefit installers by allowing quick and easy installations throughout the carrying, grounding, and connecting stages of modules. 100% EL Test Completed All LG modules pass Electroluminescence inspection. This EL inspection detects cracks and other imperfections unseen by the naked eye. Positive Power Tolerance LG provides rigorous quality testing to solar modules to assure customers of the stated power outputs of all modules, with a positive nominal tolerance starting at 0%. 0 Mechanical Properties Cells 6 x 10 Cell vendor LG Cell type Monocrystalline Cell dimensions 156 x 156 mm' / 6 x 6 int # of busbar 3 Dimensions (L x W x H) 1640 x 1000 x 35 mm (measurement Tolerance 3 3%) 64.57 x 39.37 x 1.38 in Static snow load 5400 Pa / 113 psf Static wind load 2400 Pa / 50 psf Weight 16.8 ± 0.5 kg / 36.96 ± 1.1 Ib Connector type MC4 connector IP 67 Junction box IP 67 with 3 bypass diodes Length of cables 2 x 1000 mm / 2 x 39.37 in Frame Anodized aluminum OCertifications and Warranty Certifications IEC 61215, IEC 61730-1/-2, UL 1703, 8 ISO 9001, IEC 61701(In progress), U DLG-Fokus Test "Ammonia Resistance'; 7 (In progress) Product warranty 10 years Output warranty of Pmax Linear warranty' (measurement Tolerance 3 3%) 400 W ' 1) 1st year. 97%, 2) After 2nd year 07% annual degradation, 3) 80.2% for 25 years 0 Temperature Coefficients NOCT 45 ± 2 "C Pmpp -0.42 %/K Voc -0.31 %/K Isc 0.03 %/K 0 Characteristic Curves Q 10 v 9 300 W 8 800 w U 280 W 7 32.0 6 600 W 31.6 31.5 4 400 W 3 9.19 2 ... 200 W 1 39.5 0 5 10 15 20 25 30 35 40 Voltage (V) -e 140 E 120 a 0 100 80 60 40 20 O L -40 -25 Isc VOc Pmax 0 25 50 75 90 Temperature (°G) 0 Electrical Properties (STC`) STC (Standard Test Condition). Irradiance 1000 W/m2, module temperature 25 °C, AM 1.5 ' The nameplate power output is measured and determined by LG Electronics at Its sole and absolute discretion 0 Electrical Properties (NOCT') 300 W 295 W 290 W 285 W 280 W MPP voltage (Vmpp) 32.0 31.9 31.8 31.6 31.5 MPP current (Impp) 9.42 9.30 9.19 9.09 8.97 Open circuit voltage (Voc) 39.5 39.3 39.2 39.0 38.9 Short circuit current (Isc) 10.0 9.91 9.80 9.68 9.56 Module efficiency (%) 18.3 18.0 177 174 17.1 Operating temperature VC) -40-+90 Maximum system voltage (V) 600(UL), 1000(IEC) Maximum series fuse rating (A) 15 Power tolerance (%) +3 0-3 STC (Standard Test Condition). Irradiance 1000 W/m2, module temperature 25 °C, AM 1.5 ' The nameplate power output is measured and determined by LG Electronics at Its sole and absolute discretion 0 Electrical Properties (NOCT') NOCT (Nominal Operating Cell Temperature) Irradiance 800 W/ma, ambient temperature 20 °C, wind speed 1 m/s 10/0.40 10/0.40 0 Dimensions (mm/in) c 1000/39.37 28/110 22/D.BT 6.s•4o 9 Si or.in Lon de frame Short side frame M1ol..(he) 4.0'7.s (V Hew) Grain M1eI.MNa) 1204.3 Grounding M1oMa(12e.1 8-98012 v�.wj Meuntin9 M1elerleeol (51x. of .bon 4do) 300 W 295 W 290 W 285 W 280 W Maximum power (Pmpp) 220 216 213 210 206 M PP voltage (Vmpp) 29.3 29.2 29.1 28.9 28.8 MPP current (Impp) 7.51 7.42 7.33 7.25 7.15 Open circuit voltage (Voc) 36.5 36.3 36.2 36.0 35.9 Short circuit current (Isc) 8.08 7.98 7.89 7.80 770 Efficiency reduction < 4.5 % (from 1000 W/m' to 200 W/m') NOCT (Nominal Operating Cell Temperature) Irradiance 800 W/ma, ambient temperature 20 °C, wind speed 1 m/s 10/0.40 10/0.40 0 Dimensions (mm/in) c 1000/39.37 28/110 22/D.BT 6.s•4o 9 Si or.in Lon de frame Short side frame M1ol..(he) 4.0'7.s (V Hew) Grain M1eI.MNa) 1204.3 Grounding M1oMa(12e.1 8-98012 v�.wj Meuntin9 M1elerleeol (51x. of .bon 4do) 960/37.80 (Dinonco botweon meuntinq neloq JuncOon boc (-) (t) X1000/39.37 table IengtM1 944/37.17 O r ' The distance between the center of the mounting/grounding holes MMIK'I + s.s� 81.5/0.06 wean x 40/016 0 LSJ wmry 08/0.31 Oetail Z APW� L North America Solar Business Team Product specifications are subject to change without notice LG Electronics U.S.A. Inc "LG Life's Good" is a registrated trademark of LG Corp. yq 1000 Sylvan Ave, Englewood Cliffs, All other trademarks are the property of their respective owners. NJ 07632 Contact: Ig.solar@Ige.com Life' Copyright ©2013 LG Electronics. All rights reserved. mi s Good www lgsolarusa corn 03/01/2013 4 Table of Contents L Installer's Responsibilities................................................................. 2 Part I. Procedure to Determine the Total Design Wind Load ...................................... 3 Part II. Procedure to Select Rail Span and Rail Type.............................................10 Part III. Installing SunFrame...............................................................14 :e°UNIRAC Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. UNI RAC Unirac Code -Compliant Installation Manual SunFrame L Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SunFrame Universal PV Module Mounting system, and (2) planning and assembly instructions for SunFrame SunFrame 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 SunFrame products (page 24). Page 2 SunFrame offers finish choices and low, clean lines that become as natural a part of a home as a skylight. It delivers the installation ease you've come to expect from Unirac. Whether for pitched roofs or parking roof structures, SunFrame was designed from the outset to promote superior aesthetics. Modules are flush mounted in low, gap -free rows, and visible components match clear or dark module frames. QThe 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. SunFrame Unirac Code -Compliant Installation Manual :F UNI RAC 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, SunFrame 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. S. 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 may be 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 (Psf) = AKztl pnet30 pnet (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 largest 3 second gust of wind in the last 50 years. h (ft) = total roof height for flat roof buildings or mean roof height for 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 (fr) please contact your local Unirac distributor, a local professional engineer or Unirac Roof Pitch (degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary (contributing load) to a support or to a simple -span of rail. That area is the Step 1: Determine Basic Wind Speed, V (mph) Effective Wind Area. Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. we ::° UNI RAC Unirac Code -Compliant Installation Manual SunFrame 90(40) 100(45) 710(49) 120(54) Miles per hour (meters per second) 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. 451 11130(58) 110(49)120(54) Step 3: Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. Table I. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension (ft) Height (ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4 5 6 7 8 8 8 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41 0 SunFrame Unirac Code -Compliant Installation Manual 0 U N I RAC Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs Ga t, h a a -a a- a` Hip F h i a Gable { h a -a a. y 'a , a' F-1Interior Zones End Zones ■ Corner Zones Roofs -Zone I /Walls -Zone 4 Roofs - Zone 2/Walls - Zone 5 Roofs - Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine Net Design Wind Pressure, Pnet3o (PSO Using the Effective Wind Area (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. a. ra 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. Page 5 :U UNI AC Unirac Code -Compliant Installation Manual SunFrame Table 2. pnet30 (pso Roof and Wall Basic Wind Speed, V (mph) Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page 90 100 110 120 130 140 l50 170 Effective WMAreo Zone (SO Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 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 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 d 1 50 5.1 -13.7 6.3 -16.9 76 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 1 100 1 4.7 -13.3 5.8 -16.5 70 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 d -0 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 0 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 0 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 `0 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 0 IY 3 10 5.9 -36.8 7.3 -45.4 89 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 d 1 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.9 -12.1 7.3 -14.9 89 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5. -33.6 21.1 -43.2 2 10 8.4 -23.2 10.4 -28.7 12.5 --34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 N 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 w 0 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 o0C 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0' 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -.74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 y 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 Do 1 100 1 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 v 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 L 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 2 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 r 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 c 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 Ir 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33,6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29,8 31.6 -34.6 36.2 -39.7' 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -48.6 a 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 -38.0 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page SunFrame Unirac Code -Compliant Installation Manual '.' CU N I RACg Table 3. p„e,30 (psf Roof Overhang Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kst EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This Topographic Factor, &t, is taken as equal to one (1), meaning, category includes flat open country, grasslands, and all the installation is on level ground (less than 10% slope). If the water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SEI7-05* defines wind exposure categories as follows: EXPOSURE s is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. E<KctNe Basic Wind Speed V (mph) Zone WindA"a 06 40 100 - 110 120 130 140 ISO 170 N 2 10 -21.0 -25.9 -3,1.4 -37.3 -43.8 -50.8 -58.3 -74.9 i 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 ` -49.9 -57.3 -73.6 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 '0 2 100 -19.8 -24.4 -29.5 -35.1 41.2 -47.8 -54.9 -70.5 n $ 3 10 -34.6 -42.7 -51..6 -61.5 -72.1 -83.7 -96.0 -123.4 c 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 r- -65.7 -75.4 -96.8 c 3 50 -17.3 -21.4 -25.9 -30.8 -366.1 -41.9 -48.1 -61.8 oC 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 2 10 -27.2 -33.5 40.6 48.3 -56.7 r -65.7 -75.S -96.9 �+ 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 y 2 50 -27.2 -33.5 -40.6 48.3 -56.7 -65.7 -7S.5 -96.9 N 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -7S.5 -96.9 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 40 � 3 20 -41;2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 `' -147.1 w 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 0 3 100 -30.9 -38.1 -46.1 -54.9 =64.4 -74.7 -85.8 -110.1 2 10 -24.7 -30.5 -36.9 43.9 -51.5 -59.8 -68.6 -88.1 2 20 -24.0 -29.6 -35.8 42.6 -50.0 -58.0 -66.5 -85.5 2 50 -23.0 -28.4 -34.3 40.8 -47.9 -55.6 -63.8 = -82.0 In 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 1 45 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 r 3 20 -24.0 -29.6 -35.8 -42.6 -30.0 -58.0 -66.5 -85.5 0 3 50 -23.0 -28.4 -34.3 -40.8 47.9 -55.6 -63.8 -82.0 o°C 1 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kst EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This Topographic Factor, &t, is taken as equal to one (1), meaning, category includes flat open country, grasslands, and all the installation is on level ground (less than 10% slope). If the water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SEI7-05* defines wind exposure categories as follows: EXPOSURE s is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. UNI RAC Unirac Code -Compliant Installation Manual SunFrame 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 (psf) Multiply the Net Design Wind Pressure, pnet3o (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Topographic Factor, Kzt (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (Psf) = AKztl pnet3o pnet (psf) = Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height h (ft) (Step 5) I = Importance Factor (Step 8) pnet3o (psf) = net design wind pressure for Exposure B, at height = 30,1= 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table 4.Adjustment Factor for Roof Height & Exposure Category Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 44. Table 5.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Variable Description Symbol Value Exposure Step Mean roof Building Height h ft height (ft) B C I5 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 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 44. Table 5.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Variable Description Symbol Value Unit Step Reference Building Height h ft Building, Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figure I Effective Roof Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet3p psf 4 Table 2,3 Topographic Factor Kzt x 5 adjustment factor for height and exposure category A x 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load pnet psf 9 m SunFrame Unirac Code -Compliant Installation Manual ::'UNI RAC 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 I Non -Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re - with Basic Wind Speed, V = gions with Basic Wind Category category Desicrption Building Type Examples 85-100 mph, and Alaska Speed,V>IOOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: 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 preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006, Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 I UNI RAC Unirac Code -Compliant Installation Manual SunFrame Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series 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. 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) = 1. OD + 1. OSI (downforce case 1) P (psf) = LOD + 1.0pnet (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) pnet = Design Wind Load (psf) (Positive for downforce, negative for uplift) 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. Page 10 go r 'C� - 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. SunFrame Unirac Code -Compliant Installation Manual 11ine-OUNIRAC Table 7. ASCE 7ASD Load Combinations Description Variable DowAP" 7. Dead Load D 1.0 x Snow Load S 1.0 x_ + Design Wind Load Pnet Total Design Load P Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, W (pID Determine the Distributed Load, w (plf), by multiplying the module length, 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 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 SunFrame Series Rail Span units psf psf psf psf 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 SunFrame. There are two tables, L -Foot SunFrame Series Rail Span Table and Double L -Foot SunFrame Series Rail Span Table. The L -Foot SunFrame 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. Span w = Distributed Load (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF: SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF' SF SF SF SF SF SF. SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF' SF SF SF' SF SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF " SF SF SF ` SF SF SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF` SF SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF` 9.5 SF SF SF SF SF SF 10 SF SF SF ` SF SF 10.5 SF SF SF SF 1i SF SF SF '; SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF :." UNI RAC Unirac Code -Compliant Installation Manual SunFrame Table 9. Double L -Foot SunFrame Series Rail Span Span w = Diwibuted Load /plo (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF - SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5 SF' SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF ' SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF $F SF SF SF 10.5 SF SF SF SF 1; SF SF SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13' SF SF 13.5 SF 14', SF Step 4: Select Rail Type Selecting a span 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 responsibility to verify that the building structure is strong enough to support the point load forces. Page 12 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). R (lbs) = PLB R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. SunFrame Unirac Code -Compliant Installation Manual ::' U N I RAC Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case I, 2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x It Step 4 Uplift Point Load R lbs Table 12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force, R (lbs), requirements. Specific 5X6" shaft.* gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine 0.55 307 Thread 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 I I.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 specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. Np *Use flat washers with lag screws. 13 won 1. UNI RAC Unirac Code -Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code -Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components �© O ilii&€ii3991P3 rI © Figure 4.SunFrame components. Page 14 Figure 5.SunFrame threaded slot rail, cross section, actual size. FA SunFrame Unirac Code -Compliant Installation Manual 0:0- U N I RAC ORail—Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16 -foot lengths. 6105-T5 alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip—Secures PV modules to rails and neatly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modules. Shipped in 8- or 16 -foot lenghs. Predrilled every 8 inches. 6105 T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip screw (1/4-20 x 1, Type F thread cutting)—Use to secure each cap strip (and PV modules) to rail, one per predrilled hole. Use an additional end screw wherever a predrilled hole does not fall within 4 inches of the end of any cap strip segment. 18-8 stainless steel, clear or black to match cap strip. ORail splice—Joins 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, an- odized (clear or dark bronze) to match PV module frame. © Self -drilling screw (No. 10 x 3/d') —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. OEnd caps—Use one to neatly close each rail end. UV resistant black plastic. OTruss -head sheet metal screw (No. 8 x 5/s') —Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. QL-foot—Use to secure rails either through roofing mate- rial to rafters, to L -foot adjusting sliders, or to standoffs. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Double L -foot is also available. OL -foot bolt (3/8" x 11/47) —Use one per L -foot to secure rail to L -foot. 304 stainless steel. Flange nut 0/8" ) —Use one per L -foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. 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. 0 L -foot adjusting slider (optional) —Use one beneath each L -foot or aluminum two-piece standoff, except in lowest row. 6105-T5 aluminum extrusion. Sliders allow easier alignment of rails and better snugging of PV mod- ules between rails. Includes 3/8" x 1' ' bolt with flange nut for attaching L -foot or standoff shaft, and two 5/w" x 21/2 lag bolts with flat washers for securing sliders to rafters. ® Flattop standoff (optional) —Use if L -foot cannot be secured directly to rafter (with tile or shake roofs, for example). Use one per L -foot. Two-piece (pictured): 6105-T5 aluminum extrusion. Includes 3/8" x Sia' serrated flange bolt with EPDM washer for attaching L -foot, and two 5/id' x 31rz' lag bolts. One-piece: Service Condition 4 (very severe) zinc -plated welded steel. Includes 3/s' x 11/4" bolt with lock washer for attaching L -foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for both standoff types. Installer supplied materials: Lag screw for L-foot—Attaches L -foot or standoff to rafter. Determine length and diameter based on pull-out values in Table 3 (page 8). If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screws are provided with L foot adjusting sliders and standoffs. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. Clamps for standing seam metal roof—See "Frequently Asked Questions..." (p. 16). P.p 15 :." UNI RAC Unirac Code -Compliant Installation Manual SunFrame Installing the array Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails, beginning with the lowest row and moving up the roof. C. Placing modules and cap strips, beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. Footings must be lagged into structural members. Never attach them to the decking alone, which leaves both the array and roof susceptible to severe damage. QFor array widths or lengths greater than 45 feet, see instruction manual 908.1 • concerning thermal expansion issues. Sample layout, illustrated in Figure 4 Assumptions: 12 modules (60' x 36'), arranged in 3 rows of 4 modules Array width = 144' (36' module width x 4 modules per row) Array length = 180' (60' module length x 3 rows) + 3' (1 /2' end rail width x 2 rails) + 11/2' (3/4' between -module rail width x 2 rails) = 1841/2' 1. Laying out the installation area Always install SunFrame rails perpendicular to rafters. (These instructions assume typical rafters that run from the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails are typically mounted horizontally (parallel to the lower edge of the roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size of your array area following Figure 6. Page 16 Array length i4 Array width 1i (module width times modules per row) Rails Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. SunFrame Unirac Code-Compliant Installation Manual UNIRAC N 2. Installing the lowest row of L -feet and rail In the lowest row, it is not necessary to use L -foot adjusting sliders, even if you plan to use them in subsequent rows. Install L -feet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as tile or shake, use optional standoffs with flashing to raise L -feet. L -feet must be flush with or above the highest point of the roof surface.) L -feet can be placed with the double -slotted side against the roof surface (as in Fig. 7) or with the single -slotted side against the roof (which increases air circulation beneath modules). Module -to -roof dimensions are listed on page 15 for both ar- rangements. ©• If you are using L foot adjusting sliders, you must use t the short side of the the L foot against the roof in the first row. See Figure 9 below. If you are using both L foot adjusting sliders and standoffs, see the upper box on page 11. Install the first row of L -feet at the lower edge of the instal- lation area (Fig. 8). Ensure feet are aligned by using a chalk line. (A SunFrame rail can also be used as a straight edge.) Position the L -feet with respect to the lower edge of the roof as illustrated in Figures 7 and 8. Figure 7. Placement of first L foot row. Drill a pilot hole through roof into the center of the rafter at each L -foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the lag screws. Seal the underside of the L -feet with a suitable weatherproof sealant. Fasten the L -feet to the roof with the lag screws. If the double slotted sides of the L feet are against the roof, lag through the slot nearest the bend in the L foot (Figs. 7 and 8). Cut the rails to your array width, being sure to keep rail slots free of roofing grit or other debris. If your instal- lation requires splices, Figure 8. L -Foot assemble them prior to orientation. attaching L -feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips," p. 13). Slide the 3i8 -inch mounting bolts into the footing slots. If more than one splice is used on a rail, slide L foot bolt(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L -feet with the flange nuts. Ensure that rails are oriented with respect to the L -feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof. Then tighten the lag screws. Figure 9. L foot orientation in conjunction with L foot adjusting sliders. The sliders include two utility slots to secure module wiring, combiner boxes, and other system components. P.,7 1/ :." UNI RAC Unirac Code -Compliant Installation Manual SunFrame Using standoffs with L- TWo-piece aluminum standoffs may be used with footing sliders, although flashings may not be available to cover the entire length of the slider. Use the bases of the standoffs only in the lowest row. In subsequent rows, attach the shaft si t_ � , ..1 - „, t t i 1' With standoffs of equal length, orient L foot to compensate for height difference. This example assumes a rail seven times the length of the footing spacing (A). A splice may be located in any of the foot adjusting sliders of each standoff to the slider using the slider's 3/8 -inch hex - head bolt. Note that L -feet are positioned long side up on the lowest rows and with long side down in subsequent rows— in the same manner as an installation with no standoffs. If the standoff supporting the lowest rail is 1 inch taller than the standoffs on the footing sliders, place both L feet in the same orientation—either both long side up or both short side up. L -foot shaded areas. If more than one splice is used, be sure the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. While short sections of rail are structurally permissible, they can usually be avoided by effective planning, which also pro- motes superior aesthetics. See "Material planning for rails and cap strips" (p. 13). The installer is solely responsible for ensuring that the roof and its structural members can support the array and its live loads. For rail lengths exceeding 48 feet thermal expansion joints may be necessary. Please contact Unirac. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially step 4). Foot spacing must never exceed 48 inches. 2. Overhang (B) must be no more than half the length of the maximum footing spacing (A). For example, if Span A is 32 inches, Overhang B should not exceed 16 inches. • 3. Do not locate a splice in the center third of the span between two adjacent feet. 4. In a spliced length of rail, all end sections must be sup- ported by no less than two L -feet. 5. All interior rail sections must be supported by no less than one L -foot. 6. Interior rail sections supported by only one L -foot must be adjacent, on at least one side, to a rail section sup- ported by no less than two L -feet. 7. Rail sections longer than half the footing spacing re- quire no fewer than two L -feet. Modules should always be fully supported by rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side of a non -rectangular module. When a rail supports a pair of non- rectangular modules by themselves (right), it must be supported by at least two L feet. The rail should be at least 14 and no more than 24 inches long which will likely require a stringer between rafters to ensure proper footings. Rafters f— Stringer modules Rail SunFrame Unirac Code-Compliant Installation Manual FUNIRAC N 3. Laying out and installing the next row of L -feet With L -feet only: Position the second row of L -feet in accor- dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L -feet. Install the second row of L -feet in the same manner and orientation as the first row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant; the L -feet will not be fully tight- ened until Step. 4. With L -foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or pan -head screws in its frame. Attach and seal L -foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L -foot with its short side up to each slider. Roof peak A = module length A Lowest row of L -feet (no footing sliders) A+ 1 3/16, A+21/4" 4. Installing the second rail With L -feet only (Fig. 12): Install and align the second rail in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place at one end of the rails, and snug the upper rail (Fig. 12) toward the lower rail, leaving no gap between the ends of the modules and either rail. (If pan -head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L -foot adjusting sliders: Install rails on first and second rows of L -feet. Verify spacing by placing a module onto the rails at several points along the row. Adjust L -foot positions as needed. 5. Installing remaining L -feet and rails Install the L -feet and the rails for the remaining rows, follow- ing Steps 3 and 4. You may use the same module to space all the rows. When complete, confirm that: Figure 10. L foot separation. See the note on module length in the caption of Figure 4 (p. 9). A Align slider center hole to chalk line A + 3/4„ �►� Align slider A - 3 1/4" center hole to chalk line Figure 11. If you are using L foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Figure 12. Position and secure top rail. • All rails are fitted and aligned. • All footing bolts and lag screws are secure. • The module used for fitting is resting (but not se- cured) in the highest row. Page 19 man en U N I RACUnirac Code -Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent structural or aesthetic problems, particularly those caused by very short lengths of rail or cap strip. This example illustrates one approach. Structural requirements for rails are detailed in "Footing and splicing requirements" (p.11). Structurally, cap strips require: • A screw in every prepunched hole (which occur every 8 inches, beginning 4 inches from the ends of the rails). • One screw 4 inches or less from the each end of every rail segment. Wherever there is no prepunched hole within 4 inches of an end of a segment, drill a '/4 -inch hole 2 inches from the end of the segment and install a cap strip screw. (In most cases, you can avoid this situation with good material planning.) Structural requirements always take precedence, but usually good planning can also achieve both material conservation and superior aesthetics. This example conserves material and achieves two specific aesthetic goals: • Cap strip screws must align across the rails. • End screws must be equidistant from both sides of the array. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205 -inch rail A—, roil., lint assemblies and cap strip assemblies need to be cut and spliced from 192 -inch sections of rail and cap strip. The example illustrates one means of doing so, without violating structural requirements or aesthetic goals. Rail segments come from five 192 -inch lengths, lettered A thru E. Rail A, for example, is cut into two 96 -inch segments, with one segment spliced into each of the first two rails. Similarly, five 192 -inch cap strips are designated V through Z. All cap strip segments are cut at the midpoint between prepunched screw holes. For each rail, start with the cap strip segment that crosses the array center line, and position over the center line so that the appropriate holes are spaced equally on either side. Position each cap strip onto its rail and mark its trim point. Remove and trim before final mounting. Preliminary footing and splice positions must be checked against structural requirements in "Footing and splicing requirements" (p.11). In this example, the center of the array is offset 2 inches from the center rafter. This prevents rail splices BD (3rd rail) and CE (4th rail) from falling too close to the center of the spans between footings (Requirement 3, p. 11). Because foot- ings are not visible from ground level, there is negligible aesthetic loss. Page 20 1 St cap strip 4th rail 2nd cap strip 3rd rail 3rd cap strip 2nd rail 4th cap strip 1 st rail Usable remainder: D, 70"; E, 70"; Y, 64"; Z, 64" I RAC SunFrame Unirac Code -Compliant Installation Manual 8611' U N 6. Securing the first module Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for rails and cap strips" (p.13). Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporary gap allows the installer to place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the cap strip screws (Fig. 13, inset), so that the upper end of the first module is secure. Figure 13. Begin cap strip installation. r The structural integrity of your array requires that cap ' strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute screws must be 1/4-20 Type F thread cutting (18-8 stainless steel) and the correct length. See Table 4 (pg. 15) to match screw length to the size cap strip in your installation. A Every cap strip segment must have a cap strip screw 4 inches or less from each end. If the nearest predrilled hole falls more than 4 inches from any end, drill a 1/4 -inch hole 2 inches from the end and install an additional AI crew. Wherever it is necessary to make a new cap strip hole, drill a 1/4 -inch hole before installing the cap strip screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it (Fig. 14). For a neat installation, use cable ties to attach excess wiring to the rail beneath the flanges. Unirac's cable ties can be attached to the SunFrame rail by drilling a 1/4 -inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top. When complete, every prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. 8. Installing the remaining modules row by row Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail, securing the bottom of the lowest module row. Figure 14. Position and secure modules one by one. Figure 15. As modules slide into place, the stepping gap shifts, always allowing access to the section of cap strip being secured. Page 21 Figure 16. End cap installation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be %,-20 Type F thread cutting (18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length (inches) 1.34-1.42 34-36 arilbC 3/," 1.50-1.57 38-40 D %," 1.77-1.85 45-47 F I" 1.93-2.01 49-51iT E I %," Sharp lipped modules G I" Sanyo lipped modules H %," Page 22 IRAC SunFrame Unirac Code -Compliant Installation Manual U- U N Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? The answer depends on the orientation of your L -feet and the length of your standoffs, if used. See the illustration ap- propriate to your installation. How can I seal the roof penetration required when standoffs are lagged below the roofing material? Many types and brands of flashing can be used with Sun - Frame. Unirac offers an Oatey® "No -Calk" flashings for its steel standoffs and Oatey® or Unirac flashings for its aluminum two-piece standoffs. See our SunFrame Pro -Pak Price List. How do I attach SunFrame to a standing -seam metal roof? A good solution comes from Metal Roof Innovations, Ltd. (MRI). They manufacture the S-5! — clamp, designed to at- tach a wide variety of products to most standing -seam metal roofs. It is an elegant solution that eliminates flashings and penetrations altogether. SunFrame L -feet will mount to the top of the S-5! clamps with the 3i8 -inch stainless steel bolt provided with the S-51 See www.s-5solutions.com for different clamp models and details regarding installation. When using S-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding wind loads, etc. _&a- y Module � thickness Module varies r thickness '/4 ±'/8- 2'/4-± '/8- varies 7 /8 7/8 ±'/8 3'/8-±'/8 Module 13/4-+ 1/8.. 1 SunFrame L -feet will mount to the top of the S-5! clamps with the 3i8 -inch stainless steel bolt provided with the S-51 See www.s-5solutions.com for different clamp models and details regarding installation. When using S-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding wind loads, etc. _&a- y Module � thickness varies r '/4 ±'/8- 2'/4-± '/8- 7 /8 7/8 ±'/8 Module thickness varies 2'/4-± ' /8" Page 23 ::' U N [Unirac Code -Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period often (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. c� ® 1411 Broadway Boulevard NE Page MON® UNIRAL' Albuquerque NM 87102-1545 USA 24 Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com September 30, 2014 Town of Southold Building Department �I GC C€r.CUPANCY OR `E IS UNLAWFUL 0#� Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 solar@pacificoengineering.com 54375 Route 25, P.O. Box 1179 Southold, NY 11971 WITHOUT CERTIFICATE APPROVED AS N D Subject: Solar Energy Installatio UPANCY DATE: y -1 B,;', ;t 39 3oi OCC Alexander McKenzie Section: 127 FE 795 Laurelwood Drip- FS ®lock: 7 NOTIFY BUILUIN a ,`Eij I All Tc) r a Laurel, NY 11948� r �... e g TOWN CODFi� 3 765 1802 8 AM T. Fid, , THE AS c0'.�� [= a r^,i'�` FOLLOWING INSPECi,IONS: .I. FOUNDATCN - I'N0 REQUIRED FOR POURED C0!VCRrTE RD 2. ROUGH - FRAMING & PLUM3!NG 3. INSULATION �P��S��R �NP�• s _ ^'r' ' cS 4. FINAL - CONSTRUC?lON MUST BE COh4PLETE FOR C.O. ALL CONSTRUCTION SHALL MEA=T THE REQUIREMENTS OF THE CODES OF NEW I have reviewed the roofing structure at the subject address. The structure can sFOR roof mounted system. The units are to be installed in accordance with the manu�sqRs t90Ahil WifikNorFa9FFORS. 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 Table R802.5.1(1) allowable max A 19 ft 4 in/12 2x6 16 inch on center 11.1 ft 13.3 ft The climactic and load information is below: B 19 ft 4 in/12 2x6 16 inch on center 8.3 ft 13.3 ft CLIMACTIC AND Ground wind Live load, point GEOGRAPHIC DESIGN Category Snow Load, Speed, 3 pnet30 per pullout Fastener type CRITERIA Pg sec gust, mph ASCE 7, psf load, Ib Roof Section A C 20 120 61 1313 (2) #14-13 x4.5" DP1 Concealer Screws B 61 1313 (2) #14-13 x4.5" DP1 Concealer Screws Weight Distribution array dead load 3.5 psf load per attachment 226.0 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 G tEENLOGICO ENERGY GreenLogic, LLC Approved Alexander Mckenzie 795 Laurelwood Drive Laurel, NY 11948 Surface #1: Total System Size: 8.990kW Array Size: 6.090kW 1 string of 6 and 1 string of 6 on SMA-3000-TL-US 1 string of 9 and 1 string of 10 on SMA-5000-TL- US with S2 Azimuth: 240° Pitch: 18° Monitoring System: SMA Panel/Array Specifications: Panel: LG-290N1C-G3 Racking: UniRac SunFrame Panel: 64.57" X 39.37" Array: 393.7" X 147.81" Surface: 417" X 167" Magic #: PORTSCAPE Legend: ® 21 LG 290W Panel ® UniRac SunFrame Rail • 36 Eco-Fasten QuickFoot Ba 2x6" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface: 4" Materials Used: Eco-Fasten, UniRac, LG, SMA Added Roof load of PV System: 3.5psf Engine ct Seal: NEW Y SOF W m2 06610- RWESSION Drawn By: DRV Drawing # 1 of 8 Date: 09/18/14 REV: A Drawing Scale: 3/16" = 1.0' GREENLOMGICO ENERGY GreenLogic, LLC Approved Alexander Mckenzie 795 Laurelwood Drive Laurel, NY 11948 Surface #1: Total System Size: 8.990kW Array Size: 6.090M 1 string of 6 and 1 string of 6 on SMA-3000-TL-US 1 string of 9 and 1 string of 10 on SMA-5000-TL- US with S2 Azimuth: 240° Pitch: 18° Monitoring System: SMA Panel/Array Specifications: Panel: LG-290N1C-G3 Racking: UniRac SunFrame Panel: 64.57" X 39.37" Array: 393.7" X 147.81" Surface: 417" X 167" Magic #: PORTSCAPE Legend: ® 21 LG 290W Panel ® UniRac SunFrame Rail • 36 Eco-Fasten QuickFoot a2x6" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface: 4" Materials Used: Eco-Fasten, UniRac, LG, SMA Added Roof load of PV System: 3.5psf Engln2Aib&aWWgLt Seal: OF NEW Q W 40661 9OFESSIoNP Drawn By: DRV Drawing # 2 of 8 Date: 09/18/14 REV: A Drawing Scale: 3/16" = 1.0' GREENLOGICO ENERGY GreenLogic, LLC Approved Alexander Mckenzie 795 Laurelwood Drive Laurel, NY 11948 Surface #1: Total System Size: 8.990kW Array Size: 6.090kW 1 string of 6 and 1 string of 6 on SMA -3000 -TL -US 1 string of 9 and 1 string of 10 on SMA -5000 -TL - US with S2 Azimuth: 240' Pitch: Monitorinrin g System: SMA Panel/Array Specifications: Panel: LG-290N1C-G3 Racking: UniRac SunFrame Panel: 64.57" X 39.37" Array: 393.7" X 147.81 " Surface: 417" X 167" Magic#: PORTSCAPE Legend: ® 21 LG 290W Panel ® UniRac SunFrame Rail • 36 Eco -Fasten QuickFoot Ba 2x6" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, LG, SMA Added Roof load of PV System: 3.5psf Engine ct Seal: of NE P N Pik: 0 r $ 2� a 08616 9�FESS% Drawn By: DRV Drawing # 3 of 8 Date: 09/18/14 REV: A Drawing Scale: 3/16" = 1.0' GREENLOGICO ENERGY GreenLogic, LLC Approved Alexander Mckenzie 795 Laurelwood Drive Laurel, NY 11948 Surface #2: Total System Size: 8.990kW Array Size: 2.900kW 1 string of 10 and 1 string of 9 on SMA- 5000-TL-US(with S1) Azimuth: 240° Pitch: 18° Ise Monitoring System: SMA Panel/Array Specifications: Panel: LG-290N1C-G3 Racking: UniRac SunFrame Panel: 64.57" X 39.37" Array: 258.28" X 107.69" Surface: 271"X 132" Magic #: PORTSCAPE Legend: ® 10 LG 29OW Panel ® UniRac SunFrame Rail • 19 Eco -Fasten QuickFoot Ba 2x6" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, LG, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NES, y O�� O * r ¢ W 2 066162 ��C? v 9�FESSIONP Drawn By: DRV Drawing # 4 of 8 Date: 09/18/14 REV: A Drawing Scale: 1/4" = 1.0' GREENLOGICO ENERGY GreenLogic, LLC Approved Alexander Mckenzie 795 Laurelwood Drive Laurel, NY 11948 Surface #2: Total System Size: 8.990kW Array Size: 2.900kW 1 string of 10 and 1 string of 9 on SMA- 5000-TL-US(with S1) Azimuth: 240° Pitch:18* -119e Monitorinrin g System: SMA Panel/Array Specifications: Panel: LG-290N1C-G3 Racking: UniRac SunFrame Panel: 64.57' X 39.37' Array: 258.28" X 107.69" Surface: 271" X 132" Magic #: PORTSCAPE Legend: ® 10 LG 290W Panel ® UniRac SunFrame Rail • 19 Eco-Fasten QuickFoot gA 2x6" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco-Fasten, UniRac, LG, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: of:NE41r y r rn Z�p�o v 6 v R�FESSIONP Drawn By: DRV Drawing # 5 of 8 Date: 09/18/14 REV: A Drawing Scale: 1/4" = 1.0' GREENLOGICO ENERGY GreenLogic, LLC Approved Alexander Mckenzie 795 Laurelwood Drive Laurel, NY 11948 Surface #2: Total System Size: 8.990kW Array Size: 2.900kW 1 string of 10 and 1 string of 9 on SMA- 5000-TL-US(with S1) Azimuth: 240° Pitch: 18° Monitoring System: SMA Panel/Array Specifications: Panel: LG-290N1C-G3 Racking: UniRac SunFrame Panel: 64.57" X 39.37" Array: 258.28" X 107.69" Surface: 271" X 132" Magic #: PORTSCAPE Legend: ® 10 LG 290W Panel ® UniRac SunFrame Rail • 19 Eco-Fasten QuickFoot Ba 2x6" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: Eco-Fasten, UniRac, LG, SMA Added Roof load of PV System: 3.5psf Engin t Seal: w Y SOF NEiPA r � y 086182 A9�FESSION�� Drawn By: DRV Drawing # ffl Date: 09/18/14 REV: A Drawing Scale: 1/4" = 1.0' 18" service walkway 18" service walkway ""J""""` "' "'G"' 10 LG 290w panels panel GREENLOGICO' ENERGY GreenLogic, LLC Approved Alexander Mckenzie 795 Laurelwood Drive Laurel, NY 11948 Total System Size: 8.990kW 1 string of 6 and 1 string of 6 on SMA -3000 -TL -US 1 string of 9 and 1 string of 10 on SMA -5000 -TL -US Azimuth: 240° Pitch: 18° —19e Monitoring System: SMA Panel/Array Specifications: Panel: LG-290N1C-G3 Racking: UniRac SunFrame Panel: 64.57" X 39.37" Legend: ® 31 LG 29OW Panel ® UniRac SunFrame Rail • 55 Eco -Fasten QuickFoot ll a 2x6" Douglas Fir Rafter 16" O.C. Notes: Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, LG, SMA Added Roof load of PV System: 3.5psf Engi t Seal: 0)F PAS O'9 c s W m2 c� 086119 A9�FESS��NP� Drawn By: DRV Drawing # 7 of 8 Date: 09/18/14 REV: A Drawing Scale: 5/64" = 1.0' WOW List CN. EQ} bluff Wd&d634& $ Ebfbo cieelfa�QiddbdAuTEWG $ @aRs fa ddcd&diirg $ 941345MCamdErSmw 110 JOBURRALL15r R31 MhM List C G EENLOGICO ENERGY GreenLogic, LLC Approved Alexander Mckenzie 795 Laurelwood Drive Laurel, NY 11948 Total System Size: 8.990kW 1 string of 6 and 1 string of 6 on SMA -3000 -TL -US 1 string of 9 and 1 string of 10 on SMA -5000 -TL -US Azimuth: 240° Pitch:18* -19e Monitorinrin g System: SMA Panel/Array Specifications: Panel: LG-290N1C-G3 Racking: UniRac SunFrame Panel: 64.57" X 39.37" Legend: ® 31 LG 29OW Panel ® UniRac SunFrame Rail • 55 Eco -Fasten QuickFoot Ba 2x6" Douglas Fir Rafter 16" O.C. Notes: Height above Roof Surface: 4" Materials Used: Eco -Fasten, UniRac, LG, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: New Y �0 C�)�Q't r 2 C9 066182 Aq�FESSI�NP� Drawn By: DRV Drawing # 8 of 8 Date: 09/18/14 REV: A Drawing Scale: 5/64" = 1.0' SMA Certified Innovative Powerful Flexible • UL 1741 and 1699B compliant • Secure Power Supply provides • 97.2% maximum efficiency • Two MPP trackers provide • Integrated AFCI meets the require- daytime power during grid outages • Wide input voltage range numerous design options ments of NEC 2011 690.11 • Shade management with OptiTrac • Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTm Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy TL -US series the first choice among solar professionals. ENGINEERED IN GERMANY ASSEMBLEDW IN THE USA=