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Home My WebLink About38472-Z Town of Southold Annex 12/6/2013 P.O. Box 1179 54375 Main Road Southold, New York 11971 f CERTIFICATE OF OCCUPANCY No: 36647 Date: 12/6/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2755 Westphalia Rd, Mattituck, SCTM 473889 Sec/Block/Lot: 114.40-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/23/2013 pursuant to which Building Permit No. 38472 dated 11/1/2013 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 electric Solar Panel system as applied for. The certificate is issued to Taylor, Thomas & Taylor, Carolyn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE $q' SOUTHOLD, NY 3aay„~F,its BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 38472 Date: 11/112013 Permission is hereby granted to: Taylor, Thomas & Taylor, Carolyn 2755 Westphalia Rd Mattituck, NY 11952 To: install a roof mounted electric Solar Panel system as applied for At premises located at: 2755 Westphalia Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 114.-10-20 Pursuant to application dated 10/23/2013 and approved by the Building Inspector. To expire on 5/3/2015. Fees: SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 - - Building Inspector Form No. 6 r / TOWN OF SOUTHOLD I 41 BUILDING DEPARTMENT TOWN HALL 7q;51 765-1802 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. 10/18/2013 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 2755 Westphalia Rd. Mattituck House No. Street Hamlet Owner or Owners of Property: Thomas Taylor Suffolk County Tax Map No 1000, Section IN J v1 Block Lot _g_ Subdivision Filed Map. Lot: Permit No. 3S y 7 d, Date of Permit. / 3 Applicant: GreenLogic LLC Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 50.00 Applicant Signature ho~~pF SO!/lyOlo Town Hall Annex y yy Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 C Q roger. richert(a-_)town.southold.ny.us Southold, NY 11971-0959 COO, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Taylor Address: 2755 Westphalia Rd City: Mattituck St: NY Zip: 11952 Building Permit 38472 Section: 114 Block: 10 Lot: 20 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 Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 10.79KW roof mounted photovoltaic system to include 33 Sun Power SPR327NE panels, 1-Sun Power SPR6000p, and 1-Sun Power SPR 5000p inverters, a/c disconnect Notes: Inspector Signature:_ Date: Nov 27 2013 81-Cert Electrical Compliance Form.xls ~o~,~,OF BW/Ty~6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING I ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: l~- DATE INSPECTO Paciflco Engineering PC _ Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716 P Fax: 631-382-8236 www.pacificoengineering.com P" Gc engineer@pacificoengineering.com November 25, 2013 Town of Southold _ 5 2~2 Building Department DEC 54375 Route 25, P.O. Box 1179 Southold, NY 11971 r~. Subject: Solar Energy Installation for Tom Taylor _ Section: 114 2755 Westphalia Road Block: 10 Mattituck, NY 11952 Lot: 20 1 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 ~pF NEW Y Q~~QN PAC/F~CO Sly . Cr Ud 0661 41 Ralph P A ~1~1 9inear NY 06618 4744306 MELD ~tEPOfCT DAT$ colam TB U~ b FOUNDATION (IST) ~ 41, y FOUNDATION (2ND) a to 0 ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 19. m L 5 • I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined / 20 Storm-Water Assessment Form Contact: Approved 1 20 13 Mail to: GreenLogit LLC Disapproved a/c / 425 County Road 39A, Southampton, NY 631-771-5152 Expiration s 1 , 20 Building Inspector OCT 2 3 2013 PLICATION FOR BUILDING PERMIT I - _ Date October 60« , 20 13 INSTRUCTIONS o 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. it. 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. 1J r1f;. N~.r s gic U-C in GreenLo U "E I t (Signature of applicant or name, if a corporation) 1 425 County Road 39A Southampton, NY 11968 ERT, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor ~eOl~q jciatZJ IYU I CU or builder Contractor YY UU WW'YU i ~U Name of owner of premises Thomas Taylor 0V 196-u~ $Qi Ip P C% t5'_t'fii TM'. n' !`'T (As on the tax roll or lair *4T -71 c i qi t If applicant is a corporation, signature of duly authorized officer 7G5-eO02, g (11 To 4 P/" Eau-orliur ltNpE~Ti~iNS am nd title of corporate officer) - , ' " Builders License No. 40227-H Plumbers License No. Electricians License No. 43858-ME 4 FlN L -C%\-1 C11CN& E.l21~At Other Trade's License No. MUST BE CO!',' -ETE FOR C.O. ALL CONSTRUCTION SHALL Mtc IHE ODr REQUIREMENTS OF THE CODES 0` "t-W 1. Location of land on which proposed work will be done: YC K TATE. NOT RESPONS'BLE FOR 2755 Westphalia Road L2755 Westphalia RoadLMg OR rr)NgTRUC.TION ERRORSERRORS. House Number Street ~ - Hamlet rn~ J~ County Tax Map No. 1000 Section Bloek 10 Lot o[ V Subdivision Filed Map No. Lot ELECTRIC nkREQUIRED 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 38.875.15 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO x 13. Will lot be re-graded? YES_ NO x Will excess fill be removed from premises? YES NO_ 2755 Westphalia Rd 14. Names of Owner of premises Thomas Taylor Address Mattituck NY 11952 Phone No. 631-974-3908 Name of Architect Pacifico Engineering, PC Addres7 ce an Ave, o emi2Phone No 631-988-0000 Name of Contractor GreenLogic LLC Address 425 County Road 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 (GreenLogic LLC) 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 thy~ 1 Z q day of V C tt( 20 NOT 9 ~m 90 GQ'~~.~vv v I B~ m e Signature of Applicant Notary Public 0-1. 0,R062~ STATE OF N 1 `op 60 51 j so&ryo6 13 54375 Hall Main Road ad #r 41 Telephone (631) 765.1802 5437 1 7 P.O. Box 1179 roger.dchertCa~tov~m68s) io if oIG nY us Southold, NY 11971-0959 . Bu1F DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Tamara Romero Date: 10/18/2013 Company Name: GreenLogic LLC Name: Robert Skypala License No.: 43858-ME Address: 425 County Road 39A Southampton, ,NY 11968 Phone No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: Thomas Taylor *Address: 2755 Westphalia Rd, Mattituck, NY 11952 *Cross Street: Middle Road *Phone No.: 631-974-3908 Permit No.: 3 5f y 7 a Tax Map District: 1000 Section. Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Roof mounted solar.electric system 33 SunPower SPR327NE-WHT-D Modules, 1 SunPower SPR6000p & 1 SunPower SPR5000p inverters 10.791 Watts (Please Circle All That Apply) *Is job ready for inspection: YES /I(Nr]) Rough In final *Do you need a Temp Certificate: / NNOJ Temp Information (if. needed) *Service Size: 1 Phase 31311hase 100 150 200 300 350 400 Other *New Service: Reconnect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Form Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM Y~ 1 PROPERTY LOCATION: S.RTALS: THE FOLLOWINO ACTIONS MAY REQUIRE TNB SUBMIGSION OF A IO00 iLll- -LC- 1:_' STO ATE G GB AND OSIO p DWat section stook Lot wMiareano BY A DESIGN PRO V-- BST O Yp Item Number: (NOTE: A Check Made (.I) for each Question Is Required fore Complete Application) Yea N 1 Will this Project Retain All Sturm-Water Ron-Of Generated by a Two (2') Inch Rainfall on Site? (This gem will Include all run-off created by site clearing and/or construction activities as well as an Site X Improvements and the permanent creation of Impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures indicating Size & Location? ? This Item shall Include all Proposed Grade Changes and Slopes Controlling Surface WaterPiowl X 3 Will this Project Require any Lend Fling, Grading or Excavation where there Is a change to the Natural a Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? X ¢ Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of a Fwe Thousand (5,000) Square Feet of Ground Surface? X 5 Is there a Natural Water Course Running through the Site? ? Is this Project within the Trustees Jurisdiction or within One Hundred (10(') feel of a Welland or Beach? X 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feel of Vertical Rise to ? X One Hundred (100') of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ? X into and/or in the direction of a Town dghtof-way? $ Will this Project Require the Placement of Material; Removal of Vegetation and/or the Construction of a X any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT Include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floociplaln of any Watercourse? ? X NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark In the Box, a Storm•Watar, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit EXEMPTION: Yes No Does this project meet the minimum standards for classification as, an Agricultural Project? Note: If You Answered Yes to this Question, a Stomp-Water, Grading, Drainage & Plosion Control Plan Is NOT Requlmdl X a STATE OF NEW YORK, COUNTY OF .....Suffolk SS That I, Nesirn Albukrek..""""""'............................. bem'8 duly swom, deposes and says that he/she is the applicant for Permit, (Name d MdMdual slgN,g Dowment) And that he/she is the contractor er, Conoactar, Agent. CaPohan Oacer, OW-) Owner and/or representative of the Owner of Owner's, 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 a lication are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in th herewith Sworn to before me this; 1pn" A t 9 m 0 5 day or.OG. °9 A y~90 Notary Public/(GV.Z.Lro;.CA~°ms ti... (Sk~etwednp.,i;ca;i> FORM - 06/07 8 TE ~GREENLOGICO ENERGY ~,n December 4, 2013 II D DEC - 5 2013 t The Town of Southold Building Department 54375 Route 25 - P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 38472 Thomas Taylor 2755 Westphalia Rd, Mattituck To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Thomas Taylor's solar electric system, which we installed at the above reference address. Please arrange to send him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 Ext. 120 GRGE_NLOGIC, LLC • www.GreenLogia.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 j WESTPHALIA ROAD WO tU plau. cove .7633'20 E. ?SO 0 1 ~yw<4 IS' y:lf.J . woo j 5tY. FA HOUSE ~I g c~,x 1 _ ~ Y NO avrK.l Z ` 1 u I !V • Al l .M. ! i :z-,<~ NI N.'7U'33 24 W. /'75.0 r un..om"w dmrMMn m own ' bMI•=- N0 WdOdMd i~, 7709dMMMwwTataw ' LOTS ca.e.nua C~ooM~pill lill W68"" - ~c'.OO~wiOlf~/rwlM~Mbd.. i~nwKMNM7rrMrawi ' . - ; 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) 7564300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 EGREENLOGIC CER=DEPARTMENT LLC TOD 39A S UITE 101 BUIN NY 11968 530SOPOLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12226 371-9 719809 08111/2013 TO 08/11/2014 8tl6/2TOI+ THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2226371-9 UNTIL 08/11/2014, 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 08111/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. NESIM ALBUKREK MARC CLEJAN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,ISURANCE FUND This certificate can be validated on our web site at hftps://www.nysif.com/cert/certval.as p or by call ng (888) 875-5790DERWRITING VALIDATION NUMBER: 255746045 U-26.3 CERTIFICATE OF LIABILITY INSURANCE 1DATE (MMTO1YYYY) 02/062013 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: N the eertlBcate 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 endomemerd(s). PRODUCER COMACT Brookhaven Agency, Inc. Brookhaven Agency, Inc. PHONE .631 9414119 FAX fi31 947.4405 P.O. Box 850 +BAIL brookhaven.a enc erizon.net 150 Main Street PRODUCER East Setauket NY 11733 INSURERS) AFFORDING COVERAGE NAIL INSURED INSURER A. HDI-Geriin America Insurance Co. Greenloglc, LLC INSURER B: Merchants Preferred Insurance Co. 425 County Road 39A, Suite 101 INSURER C: First Rehab Life Insurance Co Southampton, NY 11968 INSURER p . National Union Fire Insurance Co. INSURER E : INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN ja& SR TYPE OF INSURANCE ADDL UB POLICY NUMBER POLICY EFF POLICY EXP LIMA JUSIL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIALGMERALUABIUTY X EGGCCO00076913 01131113 01131114 DAMAGETO RENr1 50000 X CLIJMS4AADE F OCCUR MEO EXP are $5,000 X XCU PERSONAL d ADV INJURY $1,000,000 X CONTRACTUAL LULB GENERAL AGGREGATE $2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS -comp/op AGG 2000,000 POLICY X PRO- WCT Loc $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B IX ANY AUTO CAP1043565 06/12/12 06112113 (Ea'~aJ 51000000 BODILY INJU URY (Par pxaan) S ALLOWNED AUTOS BODILY INJURY(PW acddwO S SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE S (Px aaMad) NON-0 NED AUTOS $ $ X UMBRELLA UAB X OCCUR EACH OCCURRENCE $1,000,000 D EXCESS LMB aniMS-MAOE X BE080717268 1131/13 1131114 AGGREGATE 1000000 I DEDUCTIBLE X 10,000 RETENTION WORKERS COMPENSATION WC STATU- 0& AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORNARTHER OFFICEROAEMBEA EXCLIAEDT CUnV~ NIA EL. EACH ACCIDENT (r Mwwy In NN) LJ E.L. DISEASE-EA EMPLO 111,A, OF OPERATIONS If 4111,6, under E.L. DISEASE - POLJCV LIMIT C NYS Disability D251202 4111112 4111/14 Statutory Limits DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (AOAeh ACORD 101, Addftlenal Rwnnlo SdRduM, R n ,paw is nquind) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE ®1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD @am, Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 5/25/2006 No. 40227-H SUFFOLK COUNTY Home Improvement Contractor License This is to certifv that MARC A CLEAN doing business as GREEN LOGIC LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS M CARD nn R' ¢,~~p_~~ Director Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME i SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT J 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. Additional Businesses NOT VALID WITHOUT DEPARTMENTALSEAL AND A CURRENT CONSUMER AFFAIRS Ip CARD Director Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716 G-° Fax: 631-382-8236 www.pacificoengineering.com engineer@pacificoengineering.com October 17, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Tom Taylor Section: 114 2755 Westphalia Road Block: 10 Mattituck, NY 11952 Lot: 20 1 have reviewed the roofing structure at the subject address. The structure can support the additional weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. 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 A B Mean roof height 12 ft 12 ft 12 ft 12 ft Pitch 5 114 in/12 5 1/4 in/12 5 1/4 in/12 3 3/4 in/12 Roof rafter 2x8 2x8 2x8 2x8 Rafter spacing 16 inch on center 16 inch on center 16 inch on center 16 inch on center Reflected roof rafter span 12.8 ft 7.0 ft 6.6 ft 6.5 ft Table R802.5.1(1) max 16.8 ft 16.8 ft 16.8 ft 16.8 ft The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, p Speed, 3 pnet30 per Dint GEOGRAPHIC DESIGN Category Snow Load, sec gust, ASCE 7, pullout Fastener type CRITERIA Pg mph psf load, lb Roof Section A C 20 120 56 385 5/16"dia screw, 4-1/2" length B 56 385 5/16" dia screw, 4-1/2" length C 56 385 5/16" dia screw, 4-1/2" length D 56 385 5/16" dia screw, 4-1/2" length Weight Distribution OF NEw y array dead load 3.5 psf ,r,P H PAC load per attachment 72.1 lb Q p N u' Ralph Pacifico, PE ti ? Professional Engineer (P Ca X88182 Ralph Pa 90 Py sneer N' 066182/ 744306 it ?GREENLOGICO ENERGY GreenLoglc, LLC Approved Tom Taylor 2755 Westphalia Road Mattituck NY, 11952 Surface #1: Total System Size: 10.791 kW Array Size: 3.270kW 2 strings of 5 on SPR-6000p (with 1 String of7 on S2) Azimuth: 208° Pitch: 24° Monitoring System: N Sunpower O PanegAnay Specifications: Panel: SunPower 327w Racking: Unirac Solarmount Panel: 61.39"X 41.18" Array: 184.17"X 169.72" Surface: 42'9"X 16'4" Magic N/A o Legend: ® SunPower 327W ® UniRac Solarmount • 28 Green Fasten Retro-Fit a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface : 4" Materials Used: EcoFasten, UniRac, Sunpower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal: F N61V j CiP PS%A PAC/w ar"'1,I rl , Z ~O X88182 AROFESst Drawn By: DRV Drawing # 1 of 13 Date: 08/16113 REV: A Drawing Scale: 1/8" = 1.0' ?GREENLOGIC~ ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Maftituck NY, 11952 Surface #1: Total System Size: 10.791 kW Array Size: 3.270kW 2 strings of 5 on SPR-6000p (with 1 String of 7 on S2) Azimuth: 208° Pitch: Monitoring System: N Sunpower PanegArray Specifications: Panel: SunPower 327w Racking: Unirac Solarmounl Panel: 61.39"X 41.18" Array: 184.17" X 169.72" Surface: 42' 9" X 16'4" Magic N/A Legend: c ® SunPower 327W UniRac Solarmount • 28 Green Fasten Retro-Fit B B 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: EcoFasten, UmRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/AffjjiLect Seal: ~pF NE N PgCj~ ; i ~oA oes~~t 9~FES Drawn By DRV Drawing # 2 of 13 Date: 08/16113 REV: A Drawing Scale: 118" = 1.0' CtGREENLOGICO ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Mattiluck NY, 11952 Surface #1: Total System Size: 10.791kW Array Size: 3.2701kW 2 strings of 5 on SPR-6000p (with 1 String of 7 on S2) Azimuth: h:208° Pitch: 24° Monitoring System: N Sunpower Panel/Array Specifications: Panel: Sun Power 327w O Racking: Unirac Solarmount 2 Panel: 61.39" X 41.18" Array: 184.17" X 169.72" Surface: 42'9"X 16'4" Magic N/A 2 Legend: ® Sunpower 327W 0 1 UniRac Solarmount • 28 Green Fasten Retro-Fit 2x8" Douglas Fir Rafter 16" O.C. 1 Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: EcoFasten, UnIRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal: F N9 yr,P H PA~~~iop9 * o it a ZN 2 ~~p X8618 ~~2 9~FESSIONP Drawn 8y: DRV Drawing # 3 of 13 Date: 08116113 REV: A Drawing Scale: 1/8" = 1.0' CtGREENLOGICO ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Maftituck NY, 11952 Surface #2: Total System Size: 10.791kW Array Size: 2.289kW 1 string of 7 on SPR-6000p (with 2 strings of 5 on Si) Azimuth: 116° Pitch: Monitoring System: Z SunPowef Panel/Army Specifications: Panel: SunPower 327w Racking: Unirac Sunframe Panel: 61.39" X 41.18" Array: 245.56"X 85.36" Surface: 25'5" X 10' Magic#: N/A xxx Legend: ® SunPower 327W Panel UniRac Solarmount Rail • 22 Green Fasten Retro-Fit a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: EwFasten, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf EngineerfArchitect Seal: PA 0 ;!V li w 2 s ~ ~oA os6,a s q~FESSIONP Drawn By: DRV Drawing # 4 of 13 Date: 08/16/13 REV: A Drawing Scale: 1/4" = 1.0' G?GREENLOGIC ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Mattituck NY, 11952 Surface #2: Total System Size: 10.791 kW Array Size: 2.289kW 1 string of 7 on SPR-6000p (with 2 strings of 5 on S7) Azimuth: 116° Pitch: 24* Monitoring System: 2 SunPower Panel/Army Specifications: Panel: SunPower 327w Racking: Unirac Sunframe Panel: 61.39" X 41.18" Array: 245.56" X 85.36" Surface: 25'5"X 10' Magic N/A I If Legend: ® SunPower 327W Panel ® UniRac Solarmount Rail • 22 Green Fasten Retro-Fit B B 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface : 4" Materials Used: EcoFasten, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal: ~~OF NEIyY P ~QH PAO~~~ 09 p U FO ~@618`Z A90FESSIONPy Drawn By: DRV Drawing # 5 01 13 Date: 08/16/13 REV: A Drawing Scale: 1/4" = 1.0' C*GREENLOGICO ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Mattituck NY, 11952 Surface #2: Total System Size: 10.791kW Array Size: 2.289kW 1 string of 7 on SPR-6000p (with 2 strings of 5 on S1) Azimuth: 116° Pitch: 24° Monitoring System: 2 SunPower Panel/Array Specifications: Panel: SunPower 327w Racking: Unirac Sunframe Panel: 61.39" X 41.18" Array: 245.56" X 85.36" 3 Surface: 25'5" X 10' Magic N/A Legend: ® SunPower 327W Panel ® UniRac Solarmount Rail • 22 Green Fasten Retro-Fit 3 H 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: EcoFasten, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal: 0F NE(y y w Z~ ~~q X8818 ~~2 9~FESS% Drawn By: DRV Drawing # 6 of 13 Date: 08/16/13 REV: A Drawing Scale: 114" = 1.0' C GREENLOGICO ENERGY GreenLoglc, LLC Approved Tom Taylor 2755 Westphalia Road Mattituck NY, 11952 Surface #3: Total System Size: 10.791 kW Array Size: 3.270kW 2 strings of 5 on SPR-5000p (with 1 string of 6 on S4) Azimuth: 116° M Pitch 24' Monitg System: in SunPower Panel/Array Specifications: Panel: SunPower 327w Racking: Unirac Solarmounl Panel: 61.39"X 41.18" Array: 306.95"X 85.36" Surface: 36'3"X 9'6" Magic N/A Legend: ® SunPower 327W Panel ® UniRac Solarmount Rail "X.>< X, • 30 Green Fasten Retro-Fit B a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface : 4" Materials Used: EmFasten, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf EngineerlArchitect Seal: F NEw YQ y,~P H PAC~F,o~ 9f v i 2 kA C FOA 0861 s2 % Drawn By: DRV Drawing # 7 of 13 Date: 08116113 REV A Drawing Scale: 3116" = 1.0' ?GREENLOGIC ENERGY Green Logic, LLC Approved Tom Taylor 2755 Westphalia Road Mattituck NY, 11952 Surface #3: Total System Size: 10.791 kW Array Size: 3.270kW 2 strings of 5 on SPR-5000p (with 1 string of 6 on S4) Azimuth: 116° Pitch: 24° Monitoring System: 2 SunPower Panel/Array Specifications: Panel: SunPower 327w Racking: Unirac Solarmounl Panel: 61.39" X 41.18" Array: 306.95" X 85.36" Surface : 36'3" X 9'6" Magic N/A Legend: ® SunPower 327W Panel UniRac Solarmount Rail • 30 Green Fasten Retro-Fit a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface: 4" Materials Used: EcoFasten, UmRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NEWL r,~P ~eH PA0,y C) t Z088182 9~FESSIDNPy Drawn By: DRV Drawing # 8 of 13 Date: 08/16/13 REV: A Drawing Scale: 3/16" = 1.0' G GREENLOGICS ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Mat iluck NY, 11952 Surface #3: Total System Size: 10.791 kW Array Size: 3.270kW 2 strings of 5 on SPR-5000p (with 1 string of 6 on S4) Azimuth: 116° Pitch: Monitoring System: 2 SunPower Panel/Array Specifications: Panel: SunPower 327w Racking: Unirac Solarmount Panel: 61.39" X 41.18" Array: 306.95" X 85.36" Surface: 36'3" X 9'6" 5 Magic N/A Legend: ® SunPower 327W Panel ® UmRac Solarmount Rail 4 • 30 Green Fasten Retro-Fit a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface: 4" Materials Used: EcoFasten, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf EnglneerlArchitect Seal: OF NfF g~P N PA VC" # O •4 Z 066182 9~FfSS10NP~ Drawn By: DRV Drawing # 9 of 13 Date: 08116/13 REV: A Drawing Scale: 3/16" = 1.0' G ?GREENLOGICO ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Mattituck NY, 11952 Surface #4: Total System Size: 10.791 kW Array Size: 1.962kW 1 string of 6 on SPR-5000p (with 2 strings of 5 on S3) Azimuth: 116° Pitch: 17° Monitoring System: 2 Sunpower Panel/Array Specifications: Panel: Sunpower 327w Racking: Unirac Solarmount Panel: 61.39" X 41.18" Array: 184.17"X 85.36" Surface: 26' 3" X 9' 1" Magic N/A Legend: xxx ® SunPower 327W Panel UniRac Solarmount • 18 Green Fasten Retro-Fit a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface: 4" Materials Used: EcoFasten, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal ~pF NEwY PMo q Cr ru ~O 066182 ~6 AgOFESSIONP~ I Drawn By: DRV Drawing # 10 of 13 Date: 08116/13 REV: A Drawing Scale: 1/4" = 1.0' GREENLOGICO ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Mattituck NY, 11952 Surface #4: Total System Size: 10.791 kW Array Size: 1.962kW 1 string of 6 on SPR-5000p (with 2 strings of 5 on S3) Azimuth: 116° Pilch: 17° Monitoring System: y Sunpower Panel/Array Specifications: Panel: SunPower327w Racking: Unirac Solarmount Panel: 61.39" X 41.18" Array: 184.17"X 85.36" Surface: 26'3" X 9' 1" Magic N/A Legend: ® SunPower 327W Panel UniRac Solarmount • 18 Green Fasten Retro-Fit JL a 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface: 4" Materials Used: EcoFasten, UnIRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal: NEbyyO P:1c~F,co q~ to w s o 0661 AROFESSIONP~ Drawn By: DRV Drawing # 11 of 13 Date: 08/16/13 REV' A Drawing Scale: 1/4" = 1.0' G ?GREENLOGICO ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Matliluck NY, 11952 Surface #4: Total System Size: 10.791kW Array Size: 1.962kW 1 string of 6 on SPR-5000p (with 2 strings of 5 on S3) Azimuth: 116° Pitch: 17° Monitoring System: Z Sunpower PanellArray Specifications: Panel: SunPower 327w Racking: Unirac Solarmounl Panel: 61.39"X 41.18" Array: 184.17" X 85.36" Surface: 26'3"X 9' 1" 6 Magic N/A Legend: ® SunPower 327W Panel UniRac Solarmounl • 18 Green Fasten Relro-Fit 6 B B 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 2 Height above Roof Surface: 4" Materials Used: EcoFaslen, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal: C~pF NEby ~P QN P.4CV, * T r I s ~o veets2 AQOFES81~p ~ Drawn By: DRV Drawing # 12 of 13 Date: 08116/13 REV: A Drawing Scale: 1/4" = 1.0' 18" service walkway GREEN LOGIC ENERGY z~ Ct GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road 10 Sunpower 327w panels 6 Sunpower Madituck NY, 11952 xx xx 327w panels Total System Size: 10.791 kW 2 strings of 5 and lstring of 7 on SPR- 6000p XX 2 strings of 5 and I string of 6 on SPR- 5000p Azimuth: Pitch: ri Monitoring System: SunPower 18" service walkway Panel/Array Specifications: Panel: SunPower 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Legend: ® SunPower 327w Panel UniRac Solarmount Rail O 2 Power One inverters 0 106 Greenfasten retrofit located in mechanical 8 0 2x8" Douglas Fir Rafter 16" O.C. room adjacent to main : l Notes pane Number of Roof Layers: 1 X X Height above Roof Surface:4" Materials Used: Ecol'asten, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf X Engineer/Architect Seal: 10 Sunpower OF NEby~ 327w panels 18" service walkway r t' I w m 2 7 Sunpower 327w panels `OOA 086-162 RpF ~®yRd ' Drawn By: DRV g # 13 of 13 Date: 08/16/13 REV: A Drawing Scale: 1/8" = 1.0' ~?GREENLOGICO ENERGY GreenLogic, LLC Approved Tom Taylor 2755 Westphalia Road Mattituck NY, 11952 Total System Size: 10.791 kW 2 strings of 5 and istring of 7 on SPR- 6000p 2 strings of 5 and I string of 6 on SPR- 5000p IYlbaialIlst Q FU KUWW lid Cht Azimuth: Pitch: EbAaIm teenRa;talRaiUg 91 Monitoring System: F,gFBImGemFa;tM541aeAunnuT9oda 91 SunPOwer Panel/Array Specifications: $~165x15'41~B~Cs 7ffi Panel: SunPower 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Legend: ® SunPower 327W Panel UmRac Solarmount Rail • 106 Greenfasten retrofit B 2x8" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used: EcoFasten, UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf Engineer/Architect Seal: ~pF NEty Y ~QN P-tc/p, 9 ni mZ z Fp 0661s?- e<; o (piv ROF 1 Drawn By: DRV 13 of 13 Date: 08/16/13 REV: A Drawing Scale: 1/8" = 1.0' SUNPOWER 20% EFFICIENCY SunPower E20 panels are the highest E , efficiency panels on the market today, S E R I E S providing more power in the some amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest- efficiency panels with the highest-efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower'sunique Maxeon'"cell THE WORLD'S STANDARD FOR SOLAR` technology and advanced module SunPower' E20 Solar Panels provide today's highest efficiency and design ensure industry-leading reliability performance. Powered by SunPower Maxeon'°" cell technology, the E20 series provides panel conversion efficiencies of up to 20.1 The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% 10% V s% E • E E THIN FILM CONVENTIONAL MAXEON'" CELL SERIES SERIES SERIES TECHNOLOGY sunpowercorp.com Patented all-back-contact solar cell, providing the industry's highest O efficiency and reliability C US SUNPOWER MODEL: SPR-327NE-WHT-D ELECTRICAL DATA IN CURVE hdeasund at SnMard Test ConanarslSTo aradionw d I0„W/ne, AMlS, and aR er,anoww 25°C 7 Peak Power (+5/-3%) Pmax 327W 1000w/.'d so°c b loaow/re+ Cell Efficiency n 22.5 % 5 Panel Efficiency rl 20.1 % 4 aw III `c Rated Voltage Ve1PP 54.7 V 3 Rated Current ImPP 5.98 A 2 50ow/m= Open Circuit Voltage Vac 64.9 V 1 260 W/ma Short Circuit Current Is, 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 Temperature Coefficients Power (P) - 0.38%/K voltage M Currant/volmga characteristics with dependence on irradiance and modals ssmperaNrs. Volsoge IVs) -176.6mV/K Current(1,C) 3.5mA/K TESTED OPERATING CONDITIONS NOCT 45o C+/-2oC - - - Series Fuse Rating 20A Temperature - 401 F to +l 851 F 401 C to + 85a C) Grounding Positive grounding not required Max load 11 pfife550 d mounting (5400 Pron (e.g. snow) /spec configurations MECHANICAL DATA 50 psf 245 kg /m2 (2400 Pa) front and back (e.g. wind) Solar Cells 96 SunPower Maxe an" cells Front Glass High4ronsmission tempered glass with Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) anti-reflective (AR) coating Junction Box IP-65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables / Mulfi-Conlad IMC4) connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty weight 41.0 Ibs (18.6 kg) Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS 2X 11,0 Al MM (A) -MOUNTING HOLES (B) -GROUNDING HOLES 30[1181 lam-2x577[22701 I80 [[071 (IN) 12x06.6[261 IDx 041( 17) ~j 322[12691 I.2W-.a 909] - BO1H R gnm d_ ENDS r b 1 ry _1 f 1559[61.39] A6[1.811 [A1 915[36,2] 1200[47.24] 12[47] 1535[60.45] Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 020115un9ower Cor,ororon. SUNMWER, the Sunlrwer Logo, and THE WORLD'S STANDARD FOR SOLAR, and WUEON an nadennds or reenred nadenoka sunpowercorp.com of Sun9owir Cor omnon in the US and odnrwunnies as well. All RiBhb Rewrwd. Spwificalions inckded in fhb ddoshenan sublenro<honge wilhoul nonce. Document8001454841kw°B/TIR_EN ,5"J'. SPR-3000p-TL-1, SPR-3600p-TL-1, S U N P O W E R SPR-4200p-TL-1, SPR-5000p-TL-1 & SPR-6000p-TL-1 Y M ~ x b a ~ M sr:4: ~ s 3wf~~!. x ~ vx Y. Yz ~ . HeM e.~x }y k r S i ?L ~~i.. [5 old 5h ^Y Fd h ~ e r"f i .3 c e .yr r Yds q g 4 ~ v,`~am Eby 5 y 'M1~~^ y _ k Frv x~x5 +.3 ~Y. y$ I T 71 It- yi ~ 5{ ~ 2 p. I1rv MiµS~. . C J h.++. bl S. $ { y . ~ l r S 5 .fhi 111• •11• SUNPOWER 11• 111• •111• EhBehical Dam SPR-3000p-i1.1 SPR-3600p-7L-1 SPRd400p-iL-1 SPR-SOOOp-iL-1 SPR-6000p-it-1 Input Variabes (DC) Max. usable power per MPPT 2000 W 3000 W 3000 W 4000 W 4000 W Number of MPPTs 2 MPPT range 160 V 530 V 120V 530 V 140 V 530 V 200 V 530V 200 V 530 V Startup voltage 200 V (adjustable 120 V 350 V) Open circuit voltage 600 V Max. input current for both MPPTs in pawl lel 20.0 A 32.0 A 32.0 A 36.0 A 36.0 A Max. usable current per MPPT 10.0 A 16.0 A 16.0 A 18.0 A 18.0 A Number of string inputs per MPPT 1 1 1 2 2 Output Variables (AQ Nominal power 3000 W 360O W 4200 W 5000 W 6000 W 1208 V 14.5 A 17.2 A 20.0 A 27.0 A 30.0 A Max. AC output current at 240 V 14.5 A 16.0 A 20.0 A 23.0 A 28.0 A 277V 12.0A 16.0A 20.0A 20.0A 24.0A Rated frequency 60 Hz cos phi > 0.995 Number of grid phases 1 General Electrical Data Max. efficiency 96.9% 97.0% 97.0% 97.1% 97.1% 208V 96.0% 96.0% 96.0% 96.0% 96.0% CEC efficiency at 240 V 96.0% 96.0% 96.0% 96.5% 96.5% 277 V 96.0% 96.0% 96.0% 96.5% 96.5% Standby consumption < 8 W 9;, 1z AJ7 .Fyyi Switching plan transformerless s y. P SPR-3000 TL-1 SPR-3000 TL-1 '.;s. y Y SPR-5000p-TL-1 p-SPR-SOOOp-R-1 Mechanical Data SPR-3600p-1L-1 SPR40OOp-TL1 Features SPR-3600p-TL-1 SPR-6000p-TL-1 " 5PR4200p-TL-1 SPR-4200p-TL-1 Display 16 characters x 2 lines LCD display Warranty 10 years ,r y^ Ambient temperature 25 °C +60'C ' Conformity to UL 1741, CSA-C22.2 N. 107.1-01, IEEE 1547, eCSAus y"r (-13 °F +140 °F) standards Additional certifications ore available upon request, W PV array isolation control GFDI Interface RS485 Connections DC & AC: screw terminal block rte SPR•e0001s•TL•1: 96.5%CEC e1RcNncy at 240 VA[ - 'G Cooling convective cooling, no fan 1If0% - w. Protection class NEMA U .ri Noise emission <50 dB atl meter i T` DCawitch integrated ~'V 859mm x 325mm x 222mm 1052mm x 325mm x 222mm _ ~V x H x W x D (33.8" x 12.8" x 8.7") 141.4" x 12.8" x 8.7") s9% t"' V~-" 21.3 kg 27.0 kg o 0.2 6.4 0.6 04 1 * 4r Weight (47.316s) (59.5 lbs) FrecamatretedwAputp~, PxVPK Pv4 r",...dw~re=~ ss c nslslk. swaoooRrv~, s~ssooPn.l em sruxooRrvl ae rw. so z Oxx •q u.srvsgoBPn.1 e.d sweoao>ni d~ }4 sS x About SunPOWer SunPower designs, manufactures, and delivers higl~performonce solar electric technology worldwide. Our highaff iciency solar cells generate up to 50 percent more 1-,£ power than conventional solar cells. Our high-performance solar panels and trackers deliver significantly more energy than competing systems. ~ X rr SUNMWER end 1Ba SUNMWER logo an Im orirs or raBivrW a ornpha of SunPo-r Co,poronon, sunpOWaPCOrp.corn 0 bbwory 2012 &nPo-r C.nxvolio r 41 reran iue . Specilkenens iidudad in IBn dp A. are wbi.. d-, 0,oW rorma_ 500545 Rw. B / LT EN SOLARMOtMY Code-Compliant Installation Manual 227 U.S. Des. Patent No. D496,248S, D496,249S. Other patents pending. i Table of Contents • i. Installer's Responsibilities 2 Part I. Procedure to Determine the Design Wind Load 3 Part II. Procedure to Select Rail Span and Rail Type 10 Part III. Installing SolarMount [3.1.] SolarMount rail components ................................................14 [3.2.] Installing SolarMount with top mounting clamps 15 [3.3.] Installing SolarMount with bottom mounting clips 21 [3.4.] Installing SolarMount with grounding clips and lugs 25 a t THE STANDARD IN PV MOUNTING STRUCTURES'" Unia c welromes input concerning the accuracy and uatnfriendliness of this publication. Please write to publication@unirac.com. UN®RMO UniRac Code-Compliant Installation Manual SolarMount i. Installer's Responsibilities Please review this manual thoroughly before installing your SolarMount is much more than a product. SolarMount system. It's a system of engineered components that can be assembled This manual provides (1) supporting documentation for into a wide variety of PV mounting structures. With building permit applications relating to UniRac's SolarMount SolarMount you'll be able to solve virtually any PV module Universal PV Module Mounting system, and (2) planning and mounting challenge. assembly instructions for SolarMount It's also a system of technical support: complete installation SolarMount products, when installed in accordance with and code compliance documentation, an on-line SolarMount this bulletin, will be structurally adequate and will meet the Estimator, person-to-person customer service, and design structural requirements of the IBC 2006, IBC 2003, ASCE 7- assistance to help you solve the toughest challenges. 02, ASCE 7-05 and California Building Code 2007 (collectively Which is why SolarMount is PV's most widely used mounting referred to as "the Code"). UniRac also provides a limited warranty on SolarMount products (page 26). system. ® The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that UniRac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only UniRac parts and installer-supplied parts as specified by UniRac (substitution of parts may void the warranty and invalidate the letters of certification in all UniRac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 SolarMount UniRac Code-Compliant Installation Manual VNIRAC® Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I. Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05. Consult with a licensed engineer if you want to use document, the values, equations and procedures used in this Method II procedures. document reference ASCE 7-05, Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions orprocedures presented in this manual. UniRac uses Method 1, the Simplified Method, for calculating the Design Wind Load for Pnet (Psf) = AKrtIPnet3o pressures on components and cladding in this document. pnet (psf) =Design Wind Load The method described in this document is valid for flush, no tilt, SolarMount Series applications on either roofs or walls. A = adjustment factorfor height and exposure category Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no Kzt = Topographic Factor at mean roof height, It (ft) more than 10" space between the roof surface, and the bottom of the PV panels. I = Importance Factor This method is not approved for open structure calculations. pmao (PsD = net design wind pressure for Exposure B, at height Applications of these procedures is subject to the following ASCE 7-05 limitations: = 30, I = 1 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet, contact your local UniRac Distributor. Basic Wind Speed = V (mph), the largest 3 second gust of wind in 2. The building must be enclosed, not an open or partially the last 50 years. enclosed structure, for example a carport, h (ft) = total roof height for flat roof buildings or mean roof 3. The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form, for example a geodesic dome. Effective Wind Area (sf) =minimum total continuous area of 4. The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 45 Roof Zone = the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2, page 5. 6. If your installation does not conform to these requirements Roof Zone Setback Length = a (ft) please contact your local UniRac distributor, a local professional engineer or UniRac Roof Pitch (degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Wiective 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. 3 YNIRMO UniRac Code-Compliant Installation Manual SolarMount s ORA 100(46) mph (38 m/s) 110(40) 120(6{) (40 m/s 40 m/0) 120(Mj t4e(a) Mlles per hour (meters per second) Figure 1. Basic Wind Speeds. Adapted and 199199) applicable toASCE 7-05. Values are nominal 140(99) 140(99) design 3-second gust wind speeds at 33feet 14"M 110(01) above ground for Exposure Category G in" sow ~ ep.arll)n4talwn 100"M 170(99) 110(N)120(" Step 3: Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays maybe 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 OAh, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roo( Least Horizontal Dimension ((t) Height (ft) 10 15 20 25 30 40 SO 60 70 80 90 100 12S ISO 17S 200 300 400 SOO 10_ 3 =3w.3 r -4 5 6 7i-°'_ = x.12 16 20 Is 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 3 2 3 - 2 Y A-- <I 8 4 8 8 $ (2 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 X ~ 3 .-7- 8 9 10 12 12 12 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 1414 14 16 20 W 3 3 = 7 8 9 14) 125 _IS- _ - 16 -4-'x 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 3 _IA -M-24- 4°;. 5° 7- 8 9 I2 w#~ 20= v -44 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCFJSV 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. 4 SolarMount UniRac Code-Compliant Installation Manual YNINUM" Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs Flat Roof Hip Roof (7° < 6 5 27°) h ~a< h ~Q> a .a ~z a a Gable Roof ( 0 5 7a) Gable Roof (7° < 9 5 45a I t.. f >,a It :.a? h 14 a , .a` sa, l , ~;Ia ? Interior Zones ¦ End Zones ¦ Corner Zones Roofs -Zone I/Walls -Zone 4 Roofs - Zone 2/Walls - Zone 5 Roofs - Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine Net Design Wind Pressure, pnet3o Both downforce and uplift pressures must be considered (psf) in overall design. Refer to Section II, Step 1 for applying Using the Effective Wind Area (Step 2), Roof Zone Location downforce and uplift pressures. Positive values are acting (Step 3), and Basic Wind Speed (Step 1), look up the toward the surface. Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2, page 6. Use surface. 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 „R 5 VNORM"' UniRacCode-ComyliantInstallation Manual SolarMount Table 2. paer30 (PSI) Roof and Wall Smkwwspe (.O) fc&i 100 - 120 ;w140 =e 1::. 170 Elk!" 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I -70 5 IS& u.9 23.8 -104.0 3 100 KI . F 7.3 -33.2 10.5 -47.9 14.3 -651 21.1 •96.0 1 103 16.5 I B 0 K'. 23.7 -25.9 27 ~F 32.3 -35.3 -37A " 47.6 -52.0 1 20 c 16.0 171 m. 23.0 -24.6 31.4 .33.5 : 46.3 -49.3 d I 50 12X, 15.4 I S 9 ,'6 22.2 -22.6 21x33- 21 $ : 30.2 -31.1 .75;7 44.5 -45.8 1 100 # -421-g 14.9 •14.9 -i , 21.5 -21.5 242 -NW, 29.3 -29.3 43.2 -43.2 0 2 10 k IT a 16.5 -21.0 14W $ 23.7 -30.3 27A -33.6 32.3 -41.2 47.6 -60.8 ' 46.3 -58.1 a 2 20 1 AW 16.0 201 23.0 .29.0 270, •34:9. 31.4 -39.4 IS Q 2 50 123" ka3. 15.4 -18.9 22.2 -27.2 10 -326 30.2 -37.1 44.5 -54.6 r 2 100 f1t` 14.9 18.0 _ 21.5 -25.9 29.3 -35.3 ' 43.2 -52.0 e 3 10 .3- 16.5 -21.0 237 -30.3'..._."°"°' 32.3 4L2 3T- .47.6 -60.8 3 20 i3Q- - 16.0 -20.1 230 -29.0 31.4 •39.4 46.3 -58.1 3 50 FJJU,, 15.4 -18.9 : 22.2 -27.2 _ 30.2 -37.1 44.5 -54.6 3 100 .121 14.9 -18.0 - = 21.5 -25.9- 29.3 -35.3 . +4}.43.2 -52.0 4 10 - 18.0 195 25.9 -28.1 - 35.3 -38.23:$: 52.0 -56.4 4 20 40 . 17.2 187 , ,..'.24.7 -26.9 s3# _ 33.7 -36.7 ll, 1 ° 49.6 -54.1 4 50 310 16.1 17.6 p4 23.2 -25.4 27 31.6 -34.6 '-7 46.6 -51.0 4 100 4' 15.3 -16.8 4 22.0 -24.2 259 - 30.0 -33.0 44.2 -48.6 4 500 €4$ " 231 13.4 -14.9 t~.1 19.3 -21.5 227 *23 26.3 3.6- 38.8 A3.2 5 10 Ails, 6 WE - , 18.0 24.1 25.9 -34.7 3 -A@k 35.3 A7.2 52.0 -69.6 5 20 U9'-. 17.2 22.5 a'W3 24.7 -32.4 29,6 -35:11='. 33.7 -44.0 49.6 -64.9 5 50 r 16.1 .20.3 # - 23.2 -29.3 273 -3,61- ' 31.6 -39.8 - 46.6 -58.7 5 100 15.3 -18.7 _ 22.0 -26.9 23.+t -31:6_: 30.0 -36.7 44.2 -54.1 5 500 '''=4-2.1 13.4 -14.9 19.3 -21.5 27.7=4W, 26.3 -29.3 36.8 A3.2 Source: ASCEISFJ 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 4243. PM, 6 SolarMount UniRac Code-Compliant Installation Manual YNAR"o Table 3. pnet30 (psf) Roof Overhang Etta B kWind Spee V fmph) Wirk Z.. 40 9!' 100 - 120 HO - 170 -37.3 _ -50.8 -74.9 „ 2 10 - -25.9 ffl-K 2 20 -36.7 -49.9x= - -73.6 - -71.8 r 2 50 r -24.9 _ -35 8 -48.7 v 2 100 -24.4 -35.1 F.2 -47.8 -70.5 n - - ,oe 3 10 -42.7 -61.5 -72.1 -83.7 - - -123.4 e 3 20 -33.5 40.5 -48.3 56.6 -65.7 -96.8 ` 3 50 -21.4 -2 -30.8 --36.i- 419 - -61.8 3 100 -12.2 448 : -17.6 -23.9 - -35.2 iv 2 10 - =2T: -33.5 40.6 -48.3 3$a- -65.7 " -96.9 2 20 27.2 -33.5 40.15 -48.3 -65.7 -96.9 1, 1 1 1- y 2 50 -27 -33.5 , - 48.3 -Su - -65.7 .t -96.9 n 2 100 .2-.. , -33.5 -48.3 =56.x. -65.7 = -96.9 3 10 -56.4 -81.2 -95J- -110.6 -163.0 3 20 ##3- -50.9 -73.3 -86 99.8 - - -147.1 e 3 50 -3.53 -43.6 =58 -62.8 -73.7 855 -126.1 3 100 '30 -38.1 I -54.9 -64A 747 -110.1 2 10 - -30.5 43.9 -5t.S 598 -88.1 . 2 20 -29.6_ 42.6 -50.0 580 -85.5 y 2 50 -28.4 #3 40.8 -09 -55.6 _ -82.0 e 2 100 22.2 -27.4 43.2' -39.5 46.4 53.8 -79.3 E 3 10 -24.7 -30.5 36.9 : 43.9 _S1.5 -59.8 -88.1 r 3 20 -24.0 -29.6 358 42.6 --50,0 - -58.0 J. 3 -85.5 0 3 50 -23.0 -28.4 4413 40.8 47.9 - -55.6 = -82.0 0 3 100 122 -27.4 -331 -39.5 -46.4 -53.8 -79.3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kt EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This Topographic Factor, Kst, is taken as equal to one (1), meaning, category includes flat open country, grasslands, and all the installation is on level ground (less than 10% slope). If the water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurrican prone regions. This category Topographic Factor. includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (19, C, D) Also see ASCE 7-05 pages 287-291 for further explanation and Determine the Exposure Category by using the following explanatory photographs, and confirm your selection with the definitions for Exposure Categories. local building authority. The ASCF,/SFd 7-05' defines wind exposure categories as follows: EXPOSURE E is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. 7 YNIRM8 MR= Code-Compliant Installation Manual SolarMount step 7: Determine atYustmentfaetorforheight and Table +Adjustment Factor for Roof Height & exposure category,A Exposure Category Using the Exposure Category (Step 6) and the roof height h (ft), look up the adjustmentfactorfor height and exposure in M.'W EV.- Table 4. hMk iro B C D IS 1.00 1.21 1.47 Step 8: Determine the Importance Factor, I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor, I, Table 6, page 9, using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9: Calculate the Design Wind Load, poet (psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure, pnet3o (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Source: CEBEI 7-05, Minimum Design Loads for Buildings and Other Structures, s, Chapter 6, Figure 6-3, p. 44. Topographic Factor, K:t (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (paj) = AKaIpnet3o pnet (psf) = Design Wind Load (10 psf minimum) A = adjustmentfactorfor height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, It (ft) (Step 5) 1= Importance Factor (Step 8) pmoo (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 SolarMount Series rail, rail span and foot spacing. Table S.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 Vaa D..p. s'W VaWe Una smp ae(. Building, Least Horizontal Dimension ft RoQIH _ b8 Exposure Category 6 Effective Roof Area - sf 2 *KkAlliffif it L .s Roof Zone Location 3 Figure 2 Topographic Factor K:t x 5 IN orblif&W -k_ Importance Factor I x 8 Table 5 P~ SolarMount UniRac Code-Compliant Installation Manual VNIRAC® Table 6. Occupancy Category Importance Factor .d Huml Prone Reg and Hurrrca. ne P sp Regwns H.I. Pmme wkh IsvskV,OM Speed,V = gbm sMh 8arc Wi M ( Vq ( Pq Desinipeon &WmgType Umpks 85400rt0,.s Anka Spe.A"10amph 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 1 1 listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capcity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparednessm communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCEISEI 7-05, Minimum Design Loads for Buildings and Other StructuresJobie 6-1, p. 77 9 YNIRM6 UniRacCode-Compliant Installation Manual SolarMount Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the UniRac SolarMount series Step 1: Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load, P (psf) is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over Loadl, S (psf), Design Wind Load, pnet (ps)) from Part I, Step multiple supports. Please refer to Part I for more information 9 and the Dead Load (psf). Both Uplift and Downforce Wind on beam calculations, equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document, obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail. Use the uplift case only 1. Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities (Part 11, Step 6). official. 2. Obtain the Design Wind Load, poet. See P (psf) = 1.OD + 1.OS1 (downforce case 1) Part i (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. P (psf) = I. OD + 1.0pnet (downforce case 2) 3. Please Note: The terms rail span and footing spacing P (Psf) = 1. OD + 0.7551 + 0.75pnet (downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P (psf) = 0.6D - 1.Opnet (uplift) 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and D = Dead Load (psf) UniRac racking systems. If the Dead Load is greater than 5 psf, see your UniRac distributor, a local structural engineer or S = Snow Load (psf) contact Unillac. The following procedure will guide you in selecting a UniRac 11net = Design Wind Load (psf) rail for a flush mount installation. It will also help determine The maximum Dead Load, D (psf), is 5 psf based on market the design loading imposed by the UniRac PV Mounting research and internal data. Assembly that the building structure must be capable of 1 Snow Load Reduction - The snow load can be reduced according supporting. to Chapter 7 ofASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 ofASCE 7-05for more information. Figure 3. Rail span and footing spacing are interchangeable. Z ! B Rai/s 000\\oec\ Pah orRL QycY-o Vos °or = Note: Modules must be centered symmetrically on 10 the rails 2 as shown in Figure 3. If this is not the case, call UniRac for assistance. SolarMount UniRac Code-Compliant Installation Manual VN®Rm® Table 7. ASCE 7ASD Load Combinations Dea Wp lbria6k _ : `,.v._.. artiu Dead Load D 3c-' mm_ W psf Snow Load S psf Design Wind Load Pnet psf Total Design Load P psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, Step 3: Determine Rail Span/L-Foot Spacing w (pl<f) Using the distributed load, w, from Part II, Step 2, look up the Determine the Distributed Load, w (pif), by multiplying the allowable spans, L, for each UniRac rail type, SolarMount (SM) module width, B (ft), by the Total Design Load, P (psf) and and SolarMount Heavy Duty (HD). dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module There are two tables, L-Foot SolarMount Series Rail Span is supported by two rails. Table and Double L-Foot SolarMount Series Rail Span Table. w = PB12 The L-Foot SolarMount Series Rail Span Table uses a single L-foot connection to the roof, wall or stand-off. The point load connection from the rail to the L-foot can be increased w = Distributed Load (pounds per linear foot, pif) by using a double L-foot in the installation. Please refer to the Part III for more installation information. B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot, psf) Table 8. L-Foot SolarMount Series Rail Span SM - SolarMount HD - SolarMount Heavy Duty sp. w = Dimi6ut<d Load (N 20 25 30 40 so 60 so 100 120 140 160 180 200 220 240 260 280 300 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 ID 10.5 11 11.5 12 12.5 13 13.5 14 14.5 Is 15.5 16 7 11 YNIRMO UniRac Code-Compliant Installation Manual SolarMount Table 9. Double L-Foot SolarMount Series Rail Span SM - SoIWMOUM HD - Sol"MouM Heavy Duty sp.. w=Disniputed lnod 0 20 25 30 40 5o 60 8o 100 120 140 160 180 200 220 240 260 280 300 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 :.5 9 9.5 10 10.5 II 11.5 12 12.5 13 13.5 14 14.5 IS I5.5 16 I7 Step 4: Select Rail Type Step 5: Determine the Downforce Point Load, R (lbs), Selecting a span and rail type affects the price of your at each connection based on raft span installation. Longer spans produce fewer wall or roof When designing the UniRac Flush Mount Installation, you penetrations. However, longer spans create higher point load must consider the downforce Point Load, R pbs) on the roof forces on the building structure. A point load force is the structure. amount of force transferred to the building structure at each The Downforce, Point Load, R (lbs), is determined by connection. multiplying the Total Design Load, P (psf) (Step 1) by the Rail It the installer's responsibility to rife that h building Span, L (ft) (Step 3) and the Module Length Perpendicular to structure is strong enough to support the point load the Rails, B ((t) divided by two. forces. R (Ibs) = PLB12 R = Point Load (lbs) P = Total Design Load (ps)) 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 12 loads calculated according to Step S. SolarMount UniRac Code-Compliant Installation Manual UM®RMe 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 /2 Downforce Point Load R Ibs Step 6: Determine the Uplift Point Load, R (Ibs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 /2 Uplift Point Load R Ibs Table 12. Lag pull-out (withdrawal) capacities (Ibs) 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 5 _ sha(t,* Force, R (lbs), requirements. Specific '/16 gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure Douglas Fir, South 0.46 235 and attachment method is strong 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 23S Southern Pine Thread 0.55 307 depth Spruce, Pine, Fir 0.42 20S L Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 SourcecAmerican Wood Cound( NDS 2005,Table 11.2A, 113.2A. Notes: (1) Thread must be embedded in the side grain of a rafter or other swctural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bobs with head and washer (lush to surface (no gap). Do not over-torque. (6)Wlthdrawal design values for lag screw connections shall be multiplied by applicable adjustment (actors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. "Use flat washers with lag screws. 13 YNIRM® UniRac Code-Compliant Installation Manual SolarMount Part III. Installing SolarMount The UniRac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unillac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount® rail components O ~ m m NIP" O Figure 4. SolarMount standard rail components. O Rail - supports PV modules. Use two per row of Includes 3/8 " x V4" bolt with lock washer for attaching modules. 6105-TS aluminum extrusion, anodized. L-foot. Flashings: Use one per standoff. UniRac offers appropriate flashings for both standoff types. © Rail splice -Joins and aligns rail sections into single Note: There is also a flange type standoff that does not length of rail. It can form either a rigid or thermal require an L-foot. expansion joint, 8 inches long, predrilled. 6105-TS O Aluminum two-peice standoff (4" and 7") - Use one aluminum extrusion, anodized. per L-foott. Two-piece: 6105-T5 aluminum extrusion. Includes 3/8" x 3/4" serrated flange bolt with EPDM © Self-drilling screw - (No. 10 x 3/4') - Use 4 per rigid washer for attaching L-foot, and two 5/16" lag bolts. splice or 2 per expansionjoint. Galvanized steel. 0 Lag screw for L-foot (5/16") -Attaches standoff to rafter. O L-foot - Use to secure rails either through roofing material to building structure or standoffs. Refer to ~i Top Mounting clamps loading tables for spacing. Note: Please contact UniRac for use and specification of double L-foot. Top Mounting Grounding Clips and Lugs © L-foot bolt (3/8" x 3/4'7 - Use one per L-foot to secure rail to L-foot. 304 stainless steel. Installer supplied materials: O Flange nut (3/8 - Use one per L-foot to secure rail to Lag screw for L-foot -Attaches L-foot or standoff to L-foot. 304 stainless steel. rafter. Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements, use - stainless steel. Under flashings, zinc plated hardware is Q Flattop standoff (optional) (3/8 Use if L-foot adequate. bolt cannot be secured directly to rafter (with tile or shake roofs, for example). Sized to minimize roof to Waterproof roofing sealant - Use a sealant appropriate rail spacing. Use one per L-foot. One piece: Service to your roofing material. Consult with the company Condition 4 (very severe) zinc-plated-welded steel. currently providing warranty of roofing. .W 14 SolarMount UniRac Code-Compliant Installation Manual YNIRAC® [3.2.] Installing SolarMount with top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. s K +jd ~ r .r I? - a Mid Clamp'-.., End CI t :f SolarMount Rail "nt Rail Figure 5. Exploded view of a f iushmount installation mounted with L -feet. Table 14. Clamp kit part quantities End Mid/." module/."x'/8"/." flange Stainless steel hardware can seize up, aprocess Modules clamps clamps clamp bolts safety bolts nuts Q called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably 2 4 2 6 2 8 an anti-seize lubricant, available at auto parts 3 4 4 8 2 10 stores, (2) shade hardware prior to installation, 4 4 6 10 2 12 and (3) avoid spinning on nuts at high speed. 5 4 8 12 2 14 See Installation Supplement 910, Calling and Its 6 4 10 14 2 16 Prevention, at www. unirac.cam. 7 4 12 16 2 18 8 4 14 18 2 20 Table 15.Wrenches and torque Wrench Recommended size torque (ft-lbs) Y.- hardware 1/6" Is ''/8" hardware `/,C 30 Torques are not designated for use whh wood connectors 15 YNIRMO UniRac Code-Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount® installations The installation can be laid out with rails parallel to the rafters The width of the installation area equals the length of one or perpendicular to the rafters. Note that SolarMount rails module. make excellent straight edges for doing layouts. The length of the installation area is equal to: Center the installation area over the structural members as • the total width of the modules, much as possible. Leave enough room to safely move around the array during plus 1 inch for each space between modules (for mid- installation. Some building codes require minimum clearances clamp), around such installations, and the user should be directed to ' plus 3 inches (1'h inches for each pair of end clamps). also check `The Code'. Peak Low-profile W High-profile mode w mode TI I Gutter Figure 6. Rails may be placed parallel orperpendicular to mfren. 16 SolarMount UniRac Code-Compliant Installation Manual UN11"C [3.2.2] Laying out L-feet L-feet (Fig. 7) are used for attachment through existing roof- ing material, such as asphalt shingles, sheathing or sheet metal to the building structure. Use Figure 8 or 9 below to locate and mark the position of the L-feet lag screw holes within the installation area. If multiple rows are to be installed adjacent to one another, it is not likely that each row will be centered above the rafters. Figure 7 Adjust as needed, following the guidelines in Figure 9 as closely as possible. ~:-Overhang 25% L max 25% of module Foot spacing/--.I width Rail S an °C ` t} III „ 50% of module - ~ }width (TYP) Note: Modules must be Lower roof edge Rafters centered symmetrically on the (Building Structure) rails 27. lfthis is not the case, call Unillacforassistance. Figure 8. Layout with rails perpendicular to rafters. Installing L-feet 25% of module width 50% of module width Drill pilot holes through the roof into the 1 center of the rafter at each L-foot lag screw hole location. 1sW' I_... Squirt sealant into the hole, and on the shafts of the lag screws. Seal the underside of the L- feet with a suitable sealant. Consult with the r; company providing the roofing warranty. " ' li Fdof spacin / Securely fasten the L-feet to the roof with ail Span, L the lag screws. Ensure that the L-feet face as shown in Figure 8 and 9. For greater ventila- tion, the preferred method is to place the Lower roof single-slotted square side of the L-foot against { the roof with the double-slotted side perpen- edge Overhang 257. L max dicular to the roof. If the installer chooses to mount the L-foot with the long leg against the JI i roof, the bolt slot closest to the bend must be Rafters (Building Structure) Note: Modules mast be used. centered symmetrically an the rails (+/-2-). #this is not the case, call Uniltac for assistance. Figure 9. Layout with rails parallel to rafters. PW 17 UNARM* UnMac Code-Compliant Installation Manual SolarMount [3.2.3] Laying out standoffs Standoffs (Figure 10) are used for flashed installations, such as those with tile and shake shingles. Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. Remove the tile or shake underneath each standoff location, - exposing the roofing underlayment. Ensure that the standoff` base hes flat on the underlayment, but remove no more mate- rial than required for the flashings to be installed properly. The standoffs must be firmly attached to the building Figure 10. Raised flange standoff Qeft) structure, and flat top standoff used in conjunction with an L -foot. If multiple high-profile rows are to be Overhang 25% L max 25% Foot module width installed adjacent to each other, it may not spacing/ ~I each end ) y be possible for each row to be centered above _ _ Rail S an, L 11 the rafters. Adjust as needed, following the 'M,, guidelines of Fig. 12 as closely as possible. 50% module f width (TYP) Installing standoffs Lower roof edge Drill 3/16 inch pilot holes through the Rafters underlayment into the center of the rafters at (Building Structure) each standoff location. Securely fasten each standoff to the rafters with the two 5/16" lag Note: Modules must he centered symmetrically on the rails screws. (+/-2q. If this is not the case, call Uniltac for assistance. Ensure that the standoffs face as shown in Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Figure 11 or 12. UniRac steel standoffs (1 5/8 "O.D.) are designed for collared flashings available from UniRac. Aluminum two-piece standoffs Overhang 25% of 50% B typical (11/8 " O.D.) take all-metal flashings, also 9 available from UniRac. module width (TYP) \ Install and seal flashings and standoffs using standard building practices or as the 7/16" _ I • company providing roofing warranty directs. 1.. I __4 I C 1 I I • • Fo spacing/ -?(+-7/16" Span "L" 1 I ~ t l Overhang 25%Lmax 1.7 Lower roof edge 4 Rafters (Building Structure) Note: Modules must be centered symmetrically on the rails 2•). If this is not the case, call UniRac for assistance. Page FiT912. Layout with rails parallel to rafters. SolarMount UniRac Code-Compliant Installation Manual VNIRMO [3.2.4] Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. i Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. 13) before mounting OA the rails to the footings. Use splice bars only with flush installations or those that use low-profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. Figure 13. Splice bars slide into the footing bolt Mounting Rails on Footings. Rails may be attached to either slots of SolarMount rail sections. of two mounting holes in the L-feet (Fig. 14). Mount in the lower hole for a low profile, more aesthetically pleasing installation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool - them more and may enhance performance in hotter climates. i Clamping Slide the '%-inch mounting bolts into the footing bolt slots. bolt slot Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Mounting Figure 8, 9, 11, or 12, whichever is appropriate. slots Footing Aligning the Rail Ends. Align one pair of rail ends to the edge bolt slot of the installation area (Fig. 15 or Fig. 16). 4% The opposite pair of rail ends will overhang the side of the - installation area. Do not trim them off until the installation is complete. Figure 14. Foot-to-rail splice attachment If the rails are perpendicular to the rafters (Fig. 15), either end of the rails can be aligned, but the first module must be installed at the aligned end. If the rails are parallel to the rafters (Fig. 16), the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete (28-32 it lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. I I ml I+ Edge of installation area Edge of installation area Figure 15. Rails perpendicular to the rafters. Figure 16. Rails parallel to the rafters. 19 VNIRMe UniRacCode-Compliant Installation Manual SolarMount [3.2.5] Installing the modules Pre-wiring Modules. If modules are the Plug and Play type, no pre-wiring is required, and you can proceed directly to "Installing the First Module" below. If modules have standard J-boxes, each module should be pre-wired with one end of the intermodule cable for ease of~ . '25 installation. For safety reasons, module pre-wiring should not be performed on the roof. Leave covers off J-boxes. They will be installed when the modules are installed on the rails. J-boxes Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt Figure 17 slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail ' slot during installation. 1/2" minimum If there is a return cable to the inverter, connect it to the first module. Close the J-box cover. Secure the first module with T-bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps (Fig.18). - Finger tighten flange nuts, center and align the module as _ needed, and securely tighten the flange nuts (15 ft lbs). End clamp Installing the Other Modules. Lay the second module face Figure 18 down (glass to glass) on the first module. Connect intermodule cable to the second module and close the J-box cover. Turn the second module face up (Fig. 17). With T-bolts, mid-clamps and #atnas flange nuts, secure the adjacent sides of the first and second x-- modules. Align the second module and securely tighten the flange nuts (Fig. 19). For a neat installation, fasten wire management devices to rails - with self-drilling screws. O - ^ - " Repeat the procedure until all modules are installed. Attach the outside edge of the last module to the rail with end clamps. Trim off any excess rail, being careful not to cut into the roof. Allow half an inch between the end clamp and the end of the rail (Fig. 18). Figure 19 Check that all flange nuts on T-bolts are torqued to 15 ft lbs. High-lipped module Spacer Low lipped module (cross section) (cross section) _M1111110111 mm,_ ~l Ww"I ou AOU" Figure 20. Mid clamps and end clamps for lipped-frame modules are identical. A spacer for the end clamps is necessary only if the lips are located high on the module frame. 1.e 20 • SolarMount UniRac Code-Compliant Installation Manual UN®RAc® [3.3] Installing SolarMount with bottom mounting clips This section covers SolarMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. ti PV rnodules (Face dawn{ SolorMount rail - Footing bolt slot Bottom mounting clip Figure 21. SMR and CB components Table Ib. Wrenches and torque Wrench Recommended Q Stainless steel hardware can seize up, a process size torque(ft-Ibs) called galling. To significantly reduce its Y. - hardware 15 likelihood, (1) apply lubricant to bolts, preferably hardware %e" 30 an anti-seize lubricant' available at auto parts stores, (2) shade hardware prior to installation, Note:Torque specificadons do not apply w lag bah and (3) avoid spinning on nuts at high speed. connecnons. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. PW 21 YNIRM* UniRac Code-Compliant Installation Manual Solarldount [3.3.1] Planning the installation area Distance between lag bolt centers Decide on an arrangement for clips, rails, and L-feet (Fig. 22). r 2' Use Arrangement A if the full width of the rails contacts the Distance between module mounting holes module. Otherwise use Arrangement B. Caution: Ifyou choose Arrangement B, either rv module (1) use the upper mounting holes of the L feet or (2) be certain that the L feet and clip positions don't Module bolt Clip conflict. If rails must be parallel to the rafters, it is unlikely that they Rail can be spaced to match rafters. In that case, add structural t-foot E2M supports-either sleepers over the roof or mounting blocks tag bolt beneath it. These additional members must meet code; if in doubt, consult a professional engineer. Distance between log bolt centers Never secure the footings to the roof decking alone. Such an t iq- i iq•• arrangement will not meet code and leaves the installation Distance between and the roof itself vulnerable to severe damage from wind. module mounting holes Leave enough room to safely move around the array during installation. The width of a rail-module assembly equals the length of one module. Note that L-feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. Figure 22. C4ArrangementsA and B 22 • SolarMount UniRac Code-Compliant Installation Manual VN®me [3.3.2] Laying out the installing L-feet L-feet are used for installation through existing low profile roofing material, such LI ~l as asphalt shingles or sheet metal. They are also used for most ground mount ~ installations. To ensure that the L-feet will _ i Install Second be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. SolarMouHt Rails ii iii • Situate the rails so that footing bolt slots face outward. The single slotted square side of the L-foot must always lie against the roof with the Instal First double-slotted side perpendicular to the L roof. - - Foot spacing (along the same rail) and rail tower !I~ overhang depend on design wind loads. Tool \ Rafters Install half the L-feet: edge • If rails are perpendicular to rafters (Fig. 23), install the feet closest to Figure 23. Layout with rails perpendicular to rafters. the lower edge of the roof. • If rails are parallel to rafters (Fig 24), install the feet for one of the rails, but not both. For the L-feet being installed now, drill pilot holes through the roofing into the center of Rafters Install L-Feet the rafter at each lag screw hole location. Squirt sealant into the hole and onto the First shafts of the lag screws. Sea] the underside of the L-feet with a sealant. Securely fasten the L-feet to the building structure with the lag screws. Ensure that the L-feet face as shown in Figure 23 or Figure 24. - - - - - Hold the rest of the L-feet and fasteners aside until the panels are ready for the installation. ----AM" 44 Blocks Install L-Feet Second figure 24. Layout with rails parallel to rafters. .w= 23 UN®RMO UniRac Code-Compliant Installation Manual SolarMount [3.3.3] Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 21, page22). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier. Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15-foot-pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self-tapping screws. [3.3.4] Installing the module-rail assembly Bring the module-rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the Clip slots. slots Consider the weight of a fully assembled panel. UniRacrec- mounting ommends safety lines whenever lifting one to a roof. t Align the panel with the previously installed L-feet. Slide 3/8 inch L-foot mounting bolts onto the rail and align them with Footing ange theL- feet mounting holes. Attach the panel to theL-feet and bolt slot ut finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 25). • Mount in the lower hole for a low, more aethetically Figure 25. Leg-to-nail attachment pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tion area. Slide the remaining L-feet bolts onto the other rail, attach L-feet, and finger tighten with flange nuts. Align L-feet with mounting holes previously drilled into the roof. Install lag bolts into remaining L-feet as described in "Laying out and installing L-feet" above. Torque all footing flange nuts to 30 pounds. Verify that all lag bolts are securely fastened. 24 ' SolarMount UniRac Code-Compliant Installation Manual YNARAC® [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. UGC-1 To r moan clamps clamps Module A. T-bcO Nib I CUPh vtopniosmtirlg#( OralL /\\(C•.','.',!/`J, r~~ UGC-1 Figure A& $H& UCGl Vounfing. us Ta/'4W moriufafaPortkePof AWbswffipenMraNrm9atrod- tn. sasa..am ur isetlonanHcrea6dgroundtngP~ daough rnl42raPig:3, reveneside). SoWrMount6 raa (any type) LL Figure 28. Place grouding clips, lugs, and copper wire (6-10 AWG). Place a loop in the wire around splices to prevent tension. Be sure wiring between rails is not taut. KEY F1 PV module o SolarMount rail (any type) Rail splice x Grounding lug Grounding clip Copper wire Single grounding Alternate wiring wire for entire array for in-line splices 25 YNIRMO UniRac Code-Compliant Installation Manual SolarMount 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc., warrants to the original purchaser specified byAAMA 609 & 610-02 -"Cleaning If within the specified Warranty periods the ("Purchaser') of product(s) that it manufactures and Maintenance for Architecturally Finished Product shall be reasonably proven to be ("Product') at the original installation site that Aluminum" (www.aamanetorg) are not followed defective, then UnRac shall repair or replace the the Product shall he free from defects in material by Purchaser.This Warranty does not cover defective Product, or any part thereof, in UnlRaes and workmanship for a period of ten (10) years, damage to the Product that occurs during is sole discretion. Such repair or replacement shall except for the anodized finish, which finish shipment, storage, or installation. completely satisfy and discharge all of Unili shall be free from visible peeling, or cracking or This Warranty shall be VOID if installation of the liability with respect to this limited Warranty. chalking under normal atmospheric conditions Product is not performed in accordance with Under no circumstances shall UniRac be liable for a period of five (5) years, from the earlier UniRac's written installation instructions, or if the for special, indirect or consequential damages of 1) the date the installation of the Product is Product has been modified, repaired, or reworked arising out of or related to use by Purchaser of completed, or 2) 30 days after the purchase of in a manner not previously authorized by UnRac the Product the Product by the original Purchaser ("Finish IN WRITING, or if the Product is installed in Manufacturers of related hems, such az PV Warranty). an environment for which it was not designed. modules and Flashin gs, may provide written The Finish Warranty does not apply to any foreign Unili shall not be liable for consequential, warranties of their own. Uniftac's limited residue deposited on the finish. All installations contingent or incidental damages arising out of Warranty cowers only its Product, and not any in corrosive atmospheric conditions are excluded. the use of the Product by Purchaser under any related items. The Finish Warranty is VOID if the practices circumstances. a THE STANDARD IN PV MOUNTING STRUCTUREST" 26 1411 Broadway NE, Albuquerque NM 87102-1545 USA • 505.242.6411 • Fax 505.242.6412 2 Strings of 5 Sun Power 327W panels=3270 Watts 1 String of6 Sun Power SPR327W Panels=1962 Watts Total of 5232 Watts All panels to be grounded as per NEC code 2, 30 AMP two pole DC switches from panels to inverter F F F SUNPOWER SPR 5000p INVERTER 240 VAC 240 VAC from inverter to a 30 Amp switch near utility meter l 2 Strings of 5 SunPower 327W panels=3270 watts 1 String of 7 Sun Power 327W panels=2289 watts Total of 5559 Watts All panels to be grounded as per NEC code 2, 30 AMP two pole OC switches from panels to inverter F F F SUNPOWER SPR 6000p INVERTER 240 VAC 240 VAC from inverter to a 30 Amp s Etch near utility meter