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Nrn s ypFFO(- ~ Town of Southold Annex 11/25/2013 a P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36619 Date: 11/25/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2860 Leslie Rd, Peconic, SCTM 473889 See/Block/Lot: 98.-1-2.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/30/2013 pursuant to which Building Permit No. 38406 dated 10/10/2013 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 PANELS AS APPLIED FOR The certificate is issued to Moody, Scott (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38406 11-18-2013 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE $1 SOUTHOLD, NY 40) 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 38406 Date: 10/10/2013 Permission is hereby granted to: Moody, Scott One Columbus PI New York, NY 10019 To: install a roof mounted electric Solar Panel system as applied for At premises located at: 2860 Leslie Rd, Peconic SCTM # 473889 Sec/Block/Lot # 98.-1-2.6 Pursuant to application dated 9/3012013 and approved by the Building Inspector. To expire on 4/11/2015. Fees: SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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: I - 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 I . 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. 811'6I New Construction: ((}}QQ~~ Old or Pre-existing Building: (check one) Location of Properly: oQ) ~ e 'yd 1(' House GNo.I Street Hamlet Owner or Owners of Property: ~ rbodu j Suffolk County Tax Map No 1000, Sectiony I p Block Q Lot a. b Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Loat 1-( C... Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V'~ (check one) Submitted: $ t(~> re hO~~pF SO(/jyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 c Q roger. riche rt(c~town.southold.ny.us Southold, NY 11971-0959 ~~y00um,N^c1~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Scott Moody Address: 2860 Leslie Rd City: Peconic St: NY Zip: 11958 Building Permit 38406 Section: 98 Block: 1 Lot: 2.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DEN 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 Heal 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: 10,000 waft roof mounted photovoltaic system to include, 28-Sun SPR 345 panels 1- Sun SPR 10,000s inverter, A?C disconnect Notes: Inspector Signature:, Date: Nov 18 2013 81-Cert Electrical Compliance Form.xls ~o14' SO(/l"' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] [ ] [ ] ELECTRICAL (ROUGH) KELECTRICAL (FINAL) REMARKS: DATE 1 4 l INSPECTOR` Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 26 P_i_ Ph: 631-988-0000 Bohemia, NY 11716 E GIN G °c Fax: 631-382-8236 www.pacificoengineering.com engineer@pacificoengineering.com November 14, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Scott Moody Section: 98 2860 Leslie Road Block: 1 Peconic, NY 11958 Lot: 2.6 I have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer ~OF Ne O~P~SH PACj~~oO9f r- 0 u, w -Z ? - ~AN066182 9~FESSION Ralph Pad ngineer ~l NY 066182 / NJ 24GE04744306 all Noy 2 2 2013 J I Ff I:, p r FIELD RVMt DATE COMMENTS 19} ~ ro FOUNDATION (IST) FOUNDATION (2ND) N ROUGH FRAMING & PLUMBING C-) INSULATION PER N. Y. STATE ENERGY CODE MAL ADDrMONAL COMMIiNTS C) G ~O l~ 77, 777 I v~ °x 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. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined /0/-/0, 20 Storm-Water Assessment Form ontact: PP J ~ 1 1Mail to.G( GI F° Disapproved a/c O 20 3 ?013 ~3 i- ! I- I S 1196 g L--_ _ Phone: Expiration 20 i Building Inspector APPLICATION FOR BUILDING PERMIT LL ,~,~,.,,,,,~..r~ Dat&&f *)bP-C oll 1201, INSTRUCTIONS % a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. C's!~P~~c1LS`~IC~ L,.LC. (Signature of a pli'ad t o name, if a corporation) u~ 5 Cs--ty~c` NGi Iq6 5 cam. xE~`cl, (Mailin address o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Cc>c4I-CVA(,-~)r - Name of owner of premises I C)CAQ (Aso the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 4CDQ-1 - H Plumbers License No. Electricians License No. ' M Other Trade's License No. 1. Lg~a;~ltion of land on which pro rpJosed1 work will be done: L_f f11~ COCA. ~P~IC o1Z5oo House Number Street Hamlet County Tax Map No. 1000 Section Block Lot d Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int nded us and o cupancy of proposed construction: a. Existing use and occupancy Cl I 1 b. Intended use and occupancy (~(~(al l 1 Q ~~(~r P 1P(~(` )FQl r~ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work-~-{QC i('~ ~,Q t 1 I ~O _ (Description) 4. Estimated Cost 1 1 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 13. Will lot be re-graded? YES NO-Will excess fill be removed from remises? YES NO 14. Names of Owner of premisestQjb4 r Addressee :Zni1 , Q I iq5' Phone No. Name of Architect Address Phone No Name of Contractor& R-- z cq G Address 9 Phone No. 31- -1 -11 - cJ 1 Fi 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTpY~OF~t~ ~ c)C7C7 CDq-\ Ac"'N being duly swom, deposes and says that (s)he is the applicant (Name of individual signing' contract) above named, (S)He is the cosh oc:: (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 with. Pe" A1 #9 Sworn to before me thi 4 ap ? Fq~ dam of ( 20. ~ NOTAAH ? Y pt/BLIG A O Notary Public Signature of Applicant tirv STAlt ~o Town FLR Road . Tekpbme (681) 765160! 51875 blam Road P.O. Box 1179 r9Iler.richertn 1 76 Sou&*L NY 119714M BUILDING DEPARTMENT TOWN OF BOUTMLD APPLICATION FOR ELECTRICeI INSPECTION REQUESTED BY.' (C-1(Y)(' Ca Date: Company Name: Name: License No.: 5$ Phone No.: - 5~ a a JOBSITE INFORMATION: (*Indicates required information) 'Name: Il T. 19U "Address: z^t\iC O~-? t R g *Crow Street: 'Phone No.: 1- i l Permit No.: LA oU Tax Map District: 1000 Section: q'F Block: 1 Lot: 'BRIEF DESCRIPTION OF WORK (Please Print clearly) f.rn Y~tor (Pleaw Clyds All That Apply) *Is job ready for inspection: YES NO Rough In Final 'Do you need a Temp Certificate: Q~/ NO Temp Informs0on (If needed) 'Service Size: 1 Phase ' 313hwe 100 150 200 300 380 400 Other 'New Service: Reconnect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH EPLICATION MUqued 1br kapecOw form Q,c, 6 tj t'~ N(ocd o~ Town of Southold Erosion, Sedimentation t& Storm-Water Run-off ASSESSMENT FORM bbl y,° ROMToc troN: s.c.T.M. a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A V~V ` C9.(3 STORM-WATER, GRADING. DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Rem Number. (NOTE: A Check Mark (,I) for each Question is Required for a Complete Application) Yes No 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? ? ? (This item will include all run-off created by site clearing and/or construction activities as well as all Site - Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? zr ? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! - / 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural ? Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? - Q Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of f Five Thousand (5,000) Square Feet of Ground Surface? - 5J Is there a Natural Water Course Running through the Site? ? f Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Welland or Beach? - 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to ? One Hundred (100') of Horizontal Distance? - 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ? into and/or in the direction of a Town right-of-way? - Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ? 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 Floodplain of any Watercourse? ? - NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Pennitl EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? / Note: R You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requlradl V - STATE OF NEW YORK, L . r.( /C-O~J.1 COUNTY SS That 1, ...M\-.....1:C.~...l./.tr being duly swom, deposes and says that he/she is die applicant for Permit, (Name of individual signing~ocumenQ And that he/she is the (Owner, Contractor, Agent, Corporate Officer, etc.) 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 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 th. Sworn to before me this; ppp'( q0~ ( xo. F9 / T N07g9y . c n Notary Public:... .rX. pUB~ (Signature of Applicant) C'O 1,0 1 FORM - 06/07 lj STATE ~i ?GREENLOGICO ENERGY June 14, 2013 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Scott Moody who has engaged us to install a roof-mounted solar photovoltaic (PV) electric system for his home at 2860 Leslie Rd, Peconic, NY 11958. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (SunPower SPR345) • 2 Spec. sheets of the inverter (SunPower SPR10001F) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for $100 ($50 Building Perr it/$50 CO) • Application for Electrical Inspection with a check for $100 Please let us know if you need anything else in connection with this application. Yours truly, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 ext. 120 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd_ 39A 200 S. Service Rd., 11108 Southampton, NY 11968 Res& Heights, NY 11577 G GREENLOGICO ENERGY November 20, 2013 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 38406 Scott Moody 2860 Leslie Rd, Peconic To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Scott Moody'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, i Tamara Romero Account Manager GreenLogic LLC 631-771-5152 Ext. 120 NO V 2 2 2013 u i GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., 4108 Southampton, NY 11968 Rosyln Heights, NY 11577 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 i POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A SUITE 101 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY 12226371-9 MB ER CERTIFlC B ATOEB NUMBER PERIOD BCO'EROED TO OS 1S/CERTIFICATE 8/16 DATE ,J THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2226 371-9 UNTIL 08/11/2014, 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 08/11/2014 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,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 255746045 U-26.3 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 02/06/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Brookhaven Agency, Inc. NAii Brookhaven Agency, Inc. PHONE 631 941-0113 F'ix .631 941.4405 P.O. Box 850 'I^.. brookhaven.a enc verizon.net 150 Main Street PRODUCER East Setauket NY 11733 INSURERS AFFORDING COVERAGE NAIC rt INSURED INSURER A: HDI-Gerlin America Insurance Co. Greenlogic, LLC INSURER B: Merchants Preferred Insurance Co. 425 County Road 39A, Suite 101 INSURERC: First Rehab Life Insurance Co Southampton, NY 11968 . National Union Fire Insurance Co. NSURERE: 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. INSR rypE OF INSURANCE SUB POLICY EFF POLICY UP POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000 000 A X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY X EGG00000076913 01131113 61131/14 50,000 X CLAIMS-MADE X? OCCUR MED EXP An one erson $5,000 X XQD PERSONAL B ADV INJURY $1,000,060 X CONTRACTUAL LIAB GENERAL AGGREGATE 2,660,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOPAGG $2,606,600 POLICY X PRO- LOG $ -1 MIT AUTOMOBILE LIABILITY COMBINED aI' SINGLE LIMB $1,666 666 B IX ANV AUro CAPI043565 06/12112 06!12113 B(Ea ODILY INJURY(Par person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Perawident) $ NON-OWNED AUTOS $ E X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $1,000,000 D EXCESS UAB CLAIMS- MADE X BE080717268 1/31113 1131/14 AGGREGATE 1,000,000 d DEDUCTIBLE X 10,000 RETENTION WORKERS COMPENSATION WC STATU- 0TH. AND EMPLOYERS' ]ABILITY Y I N ANY PROPRIETORIPARTNEMEXECUTIVE? E.L. EACH ACCIDENT OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ It es, deudbe under RIPTION OF OPERATIONS E.L. DISEASE - POLICY LIMIT C NYS Disability D251202 4/11112 4111/14 Statutory Limits DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more specs Is required) 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 AUTHORI2E0 REPRESENTATIVE P` ®1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT 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 N CURRENT CONSUMER AFFAIRS Ip CARD CRS a Dircaor ii 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 CLEJAN 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 ID CARD Director I / A 6 / s.r. to. w' ,gyp / - LP.I IT' P1' _ E LP.2 sn' 2bmW Young & Young ,jP 400 BfbaTd?r Av . MvM•Rd Nm 7Rrk 1/601 All / BSI-7S7-2$GS a«w W. roww L" S*V W f~ G IL.4 ArwhtbW pa NOTES \ 1~ \ ARVA . 42.'166 So. Ff. _ ~t 'P EE • 90ldVI91oN MAP VAST x6L $WTON r FILw N THE ~R .0 ]t crWA OPTIC Lusm OP DAMX GOUM ON NOV. 7t MA AS PLE NO. 6044. i~ ` 5URVEYORS GEItTIFIGATk7N • PE N71L?! OIRTIPY TO SCOTT MOODY. 5KYLIN9 TITLE. LLO f. UNITCO LTITLC INBU INYU RANOf COMPANY TRAT TNT TNS SURVlT wA9 If1 J~ PRQMi®M ALGOI TE LOpE OF PR ASS FON Y TIC TE ND`1 YORK STAT: A990OIAltON spy, \ LAIC OFFS94 SIRYM W \ 1 rD (r • k~ D. / i ~ OF PROPF2ep1ONM. Al LAND B LAND SLRVVYO1t9. 6 ` r. v o 9s ~ lord i dl A, o ' 1101'IAR0 R TOYN6, KYS. L.S. W. 45D99 i 5URVEY FOR ° ~ III `WTT MOODY \ ? ~ ; w LOT S 'EAST HILL 5MTION In MqN At Peconic, Town of Southoldtt 0 O "Olk County, Now York , ` i p• LoMdy TOx MOP umr, 1000s up 40 rr Of ,w 21, ~i ` (f y4 TITLi'/PINN. SURVEY ° \ BI . - 4 MM PRWAIW OBO. 70. 7091 I OCAU, ILgw J= N0. 70011-OW16 1 Cm. 20m_mo-A. Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2E P5 f Ph: 631-988-0000 Bohemia, NY 11716 r Fax: 631-382-8236 Gc engineer@pacificoengineering.com www.pacificoengineering.com - September 24, 2013 Town of Southold Building Department & 54375 Route 25, P.O. Box 1179 DATE B P # U Southold, NY 11971 FEE__ F v -p . Subject: Solar Energy Installation for NOTIFY BUILT Scott Moody Section: 98 765-1802 8 2860 Leslie Road Block: 1 FOLLOWING Peconic,NY 11958 Lot: 2.6 1. FOUNDATION-?.; (:UInED FOR POURE;I . `r %?c i E 2 ROUGH -FRAW,,; I'. '%G. STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4. FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSBLE FOR I have reviewed the roofing structure at the subject address. The structure can sd0j54QPaQ "MP"QPkW% s roof mounted system. The units are to be installed In accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A OCCUPANCY OR Mean roof height Pitch 7 314 29ft in/12 USE IS UNI.-AWFUL Roof rafter 2x12 Rafter spacing 16 inch on center WITHOUT ( ERTIFICATF Reflected roof rafter span 11.7 ft Table R802.5.1(1) max 23.8 ft OF Oc>C! The climactic and load information is below: load, print CLIMACTIC AND Ground Speedwind, 3 pnetLive30 per GEOGRAPHIC DESIGN Category Snow Load. sec gust, ASCE 7, Pullout Fastener type CRITERIA Pg mph psf load, lb Roof Section C 20 120 36 330 S-51 Clamp Weight Distribution OF ACwyO array dead load 3.5 psf 6j A 9 load per attachment 196.7 lb + Ralph Pacifico, PEN 2 Professional Engineer 086184 ELECTRICAL gO~ESS10 Ral In p PaUfim, npineer NY 065182 NJ 24r.EG4744306 _J [w17'd''SF p p I NSF E ~~r-:~i.~k.k'~~CG:'6d ?GREENLOGIC°' FNFRGY GresoLoglc, Lac Approved Scott Moody 2860 Leslie Rd Peconic, NY 11958 Surface 91: Total System Size: 9.680kW Anay Size: 9.660kW 4 sbtngs of 7 on SPR 10001f tch: 33208° Pitch: 33° Monitoring System: Sunpower PanegArray Specifications: IXXX Panel: SPR 346w Racking: UniRac SunFrame Panel: 61.3g'X 41.16' Array: 429.73X 169.97' Surface: 4T 6• X 16' 5' Magic s: 41.93' Legend: ® SunPower 345W Panel UniRac SunFrame Rail • 82 S-5 Clips Nobs: Number of Roof Layers: 1 Height above Roof Surface: 4' Materials Used: S-51, UniRw, SwPower, Froruus Added Roof load of PV System:3.5pat EngiwerlAmhkod Seal: ~FNEbyy ~Q4F'~ N PAC/ c~c0 9F w mZ`~F oss~s2 ~2 OpROFESSIC~P Drawn By DRV Drawing a 1 of 5 Date: 07108113 REV: A • Drawing Scale: 1/8'= 1.01 G GREENLOGIC" ENERGY cnencogrc, LLC Approved Scott Moody 2860 Leslie Rd PeceNC, NY 11958 Surface t1: Total System Size: 9.660kW Arrey Size: 9.6601(W 4 strings of 7 on SPR 10001f Arimuth: 208' Pitch: Monitoring rin ring System: Sunpower ParwYArray Speci icadons: Panel: SPR 345w Racldng: UNRac SunFrame Panel: 61.39 X 41.18 Array: 429.73' X 169.97' Surface: 41'8"X 16'6' Magicft: 41.93' Legend: ® SunPower 345W Panel UrtRac SunFrame Rail • 82 S-5 Clips Notes: Number of Roof Layers: 1 Height above Roof Su face: C Materials Used: S-5!. UniRac, SunPw . FroNUs Added Roof bad of PV System:3.5pst En beerfArchkect Sal: of NEW y ~QN PACiF~ 9 C2 C; 2 S ~ FO 086182 A9CFESS10NPy Drawn By: DRV Drawing 82 at 5 Date: 07108/13 REV: A Drawing Scale: 118"- 1.V GREENLOGIC' FNFRGY GMWL09k, LLC Approved Scoff Moody 2860 Leslie Rd Peconic, NY 11958 Surface 11: Total System Size: 9.660kW Array Size: 9.660kW 4 strings of 7 on SPR 10001( Azimuth: 208' Pilch: 33° Monitoring System: Sunpower ParwVA Specifications: 4 Panel: SPR 345w Racking: UoRRac SwFrame Panel: 61.39'X 41AII" 3 Array: 429.73X 169.97" Surface: 41'8"X 16 S' Magic 1:41.93' 2 lsgand: ® StmPOwer 345W Panel UnIRac SunFrame Rail 1 • 82 S-5 Clips Notes: Number of Roof Layers: 1 Heigh above Roof Surface: 4" Materials Used: 5-51, Unitac, SunPomar, Fronkm Added Roof load of PV System:3.5psf Engln"dArchlbod Seal: OF NE6yk. ~vPAC/F 0 Z a r tp, ;AIO C86182 AAO NPR FESS70 Drawn By: DRV Drawing 13 of 5 Date: 07108113 REV: A • Drawing Scale: 118" =1.0' ~i ?GREENLOGIC` F NF I?GY GreenLogic, UC Approved Scoot Moody 2860 Leslie Rd Peconc NY, 11958 18" service Walkway Total System Size: 9.660kW May Size: 9.6601(W 4 strings of 7 on SPR 10001f Pilch: Azimuth, Pilch: 33° Monitoring System: SunPower PamgArray Specifications: Panel: SPR 345w Racking: UNRac SunFrame Panel: 61.39'X 41.18° May: 429.73°% 169.97" L Surface: 41' 8° X 16 5" - - - - - - - - - - - - - Magic a: 41.93' Legend; ® SunPcwer 345W Panel xxxx UniRac SunFrame Rail • 82 S-5 Clips xxx 8 B 202' Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S51,UniRac, SunPower. Fronius Added Roof load of PV Syslern:3.5psf En IneerfArchhectSeal: of NE{y Y yet ~N vACia~o X r w 28 SunPower 345w Panels ~~`p GB6jg2 Drawn By. DRV ' Drawing 0 4 of 5 Date: 07IOSr13 REV: A • Drawing Scale: VW = 10 C ?GREENLOGICO. ENERGY Grwnloglc, LLC Approved Scoot Moody 2860 Leslie Rd Peconc NY, 11958 Total System Size: 9.660kW Amy Size: 9.660kW 4 strops of 7 on SPR 10001( j Azimuth: 208'- idt: ch; 33° M6a7~ li# Poi ~I M0ai~114 I Pitch; Mongering System: SunPower S4UOi{s PaMO - SpaeWk tIms: Panel: SwPower 345w Racking: UnlRac SunFrame Panel: 61.39"X 41.18' Amy: 429.73' X 169.97' Surface: 41'8" X 16 5" Magic N: 41.93' Legend: J: SunPower 345w Panel UnRac SunFrame Rail • 82 S-SClips B 2x12' Douglas Fir Rater 16' O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S-5!,Uni2ac, SunPower, Fronus Added Roof load of PV System:3.5psf EnglrlssdArchkxt Seal: OF NEW Y SN PAC7~ o.9'F CE ' w y~ 2C`J . 8382 ifi AROFESS10NPy Drawn By: DRV 16m *V R 5 of 5 Date: 07108113 REV: A Drawing Scale: 1/8"m 1 A' 4 Strings of 7 Sun Power 345 W panels, Each string 2415 watts Array total of 9660 Watts AN panels to be gnwnded as per NEC code 2, 30 AMP two pole DC switches from panels to inverter F F F F SUNPOWER SPR 10001f INVERTER 240 VAC 240 VAC iron inverter to a 30 Amp switch near utility meter 4 Strings of 7 Sun Power 345 W panels, Each string 2415 watts Array total of 9660 Watts All panels to be grounded as per NEC code 2, 30 AMP two pole DC switches from panels to inverter F F F F O SUNPOWER SPR 10001f INVERTER 240 VAC 240 VAC from inverter to a 30 Amp switch near utility meter • AR PANELS UNMATCHED PERFORMANCE, RELIABILITY & AESTHETICS SERIES • 21.5% efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. SIGNATURE'" BLACK X21 345 PANEL • Maximum performance X21 - 335 PANEL Designed to deliver the most energy in HIGHEST EFFICIENCY' demanding real world conditions, in partial shade and hot rooftop temperatures.', z 3 Generate more energy per square foot • Premium aesthetics X-Series residential panels convert more sunlight to electricity producing 44% SunPower`' Signature"' Black X-Series panels more power per panel,' and 75% more energy per square foot over 25 blend harmoniously into your roof. The most years.3 4 elegant choice for your home HIGHEST ENERGY PRODUCTION' Produce more energy per rated watt ligh year one performance delivers 8-10% more energy per rated watt.' his advantage increases over time, producing 21 % more energy over the t rst 25 years to meet your needs.' More Energy \ 11DY Per Rated Walt Maxeon Solar Cells: Fundamentally better. o 19% more, year 1 Engineered for performance de5i:3ried 'or durability. 100% 0 90% 36% more, o } year 25 Engineered for peace of mind m 80% Designed to deliver consistent, trouble-free w 70% ` energy over a very long lifetime.'' } eo N 50° G 'D 15 10 25 Designed for durability Years The SunPower Maxeon Solar Cell is the only Fy. hs cell built on a solid copper foundation. Virtually a 10% j Maintains High PHOTON i impervious to the corrosion and cracking that 3 8% ' Power at High Temps degrade Conventional Panels.',' o No Light-Induced Degradation AWOfdeO ° Some excellent durability as E-Series panels. 6% gra 5°"p-,[ e %-Serer delivers even #1 Ranked in Fraunhofer durability test.1p a High Average Watts 100% power maintained in Atlas 25' a is ' Better Low-Light and Spectral Response comprehensive PVDI Durability test." w 2% High-Performance `o Anti-Reflective Glass r 0% sunpowercorp.com P• B X-SERIES • SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY 100 95 90% 959. 80% 75°6 0 5 10 15 20 25 0 5 10 15 20 25 Years Years More guaranteed power: 95% for first 5 years, -0.4%/yr. to year 25.8 Combined Power and Product Defect 25 year coverage that includes panel replacement costs.' ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA X21-335-BLK X21-345 Temperature - 40'F to +185'F 40'C to +85°C) Nominal Power12 (Pnom) 335 W 345 W Max load Wind: 50 psf, 2400 Pa, 245 kg/m2 front & back Power Tolerance +51-0% +5/-0% Snow: 112 psf, 5400 Pa, 550kg/m2 front Avg. Panel Efficiency13 21.1% 21.5% Impact 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Rated Voltage (Vmpp) 57.3 V 57.3 V resistance Appearance Class A+ Rated Current (Impp) 5.85 A 6.02 A Solar Cells 96 Monocrystalline Maxeon Gen III Cells Open Circuit Voltage (Voc) 67.9 V 68.2 V Tempered Glass High Transmission Tempered Anti-Reflective Short-Circuit Current (Isc) 6.23 A 6.39 A Junction Box IP-65 Rated Maximum System Voltage 600 V UL ; 1000 V IEC Connectors MC4 Compatible Maximum Series Fuse 20 A Frame Class 1 black anodized, highest AAMA Rating Power Temp Coef. (Pmpp) -0.30% / aC Weight 41 Ibs (18.6 kg) Voltage Temp Coef. (Voc) -167.4 mV / aC Current Temp Coef. (Isc) 3.5 mA /'C TESTS AND CERTIFICATIONS REFERENCES: Standard tests UL 1703, IEC 61215, IEC 61730 1 Al comparisons are SPR-X21-345 vs. a representative conventional panel: 240W, Quality tests ISO 9001:2008, ISO 14001:2004 approx. 1.6 m2,15% efficiency. EHS Compliance ROHS, OHSAS 18001:2007, lead-free 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. Ammonia test IEC 62716 3 Typically 8-10% more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013, with CFV Solar Test Lob Report #12063, Jan 2013 temp. coef. calculation. Salt Spray test IEC 61701 (passed maximum severity) 4 SunPower 0.250/o/yr degradation vs. 1.0°/o/yr cony. panel. Campeau, Z. et al. "SunPower PID test Potential-Induced Degradation free: l 000V 10 Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Available listings CEC, UL, TUV, MCS Test Report," NREL, Oct 2012. 5 "SunPower Module 40-Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 panels operating at more than 70% of rated power. 6 Higher than E Series which is highest of all 2600 panels listed in Photon Infl, Feb 2012. 7 1 % more energy than E-Series panels, 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon Infl, Mar 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 1046mm 9 Some exclusions apply. See warranty for details. - [41.2ir1] 10 X-Series some as E-Series, 5 of top 8 panel manufacturers were tested by Frounhofer ISE, "PV Module Durability Initiative Public Report," Feb 2011 1 1 Compared with the non-stress-tested control panel. X-Series same as E-Series, tested in Atlas 25+ Durability test report, Feb 2013. 46mm 1 12 Standard Test Conditions 0000 W/m2 irrodiance, AM 1.5, 25° Q. 13 Based on average of measured power values during production. 11.81 in] 1559mm [61.4in] See hflp://www.sunpowercorp.com/fads for more reference information. For further details, see extended datasheet: www.sunpowercorp.com/datasheets Read safety and installation instructions before using this product. 6 Apnl 2013 SunPower Corporation. All fights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE ore nademmks or registered i,edemarks of SunPower OWerCOr . P p'CORI Corporation. Speclfimnons indodad in thls datasheet ore subiect to change without notice $L)n Documem # 504828 Rev A /LTR_EN SOLAR PANELS . UNMATCHED PERFORMANCE, RELIABILITY & AESTHETICS X SERIES - Ili • 21.5% efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. SIGNATUREIm BLACK X21 345 PANEL • Maximum performance X21 - 335 PANEL Designed to deliver the most energy in HIGHEST EFFICIENCY" demanding real world conditions, in partial shade and hot rooftop temperatures.' 2 3 Generate more energy per square foot • Premium aesthetics X-Series residential panels convert more sunlight to electricity producing 44% SunPower®Signature'"' Black X-Series panels more power per panel,' and 75% more energy per square foot over 25 blend harmoniously into your roof. The most years.3 4 elegant choice for your home. HIGHEST ENERGY PRODUCTION Produce more energy per rated watt High year one performance delivers 8-10% more energy per rated watt.' This advantage increases over time, producing 21 % more energy over the first 25 years to meet your needs.` 0 120 3 More Energy 1101, Per Rated Watt Maxeon® Solar Cells: Fundamentally better. `o 19% more, year 1 Engineered for performance, designed for durability 100°,° go% { 36% more, a year 25 80% Engineered for peace of mind Designed to deliver consistent, trouble-free 70% Conventional 71 4 5 } 60% energy over a very long lifetime. 0 5 10 15 20 25 Designed for durability Years lENFRC.r a p The SunPower Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually o 10% Maintains High PHOTON impervious to the corrosion and cracking that Power at High Temps ~O zr,e.n` 8% degrade Conventional Panels.` 5 o No Light-induced ` De radatian nw°rdedm Same excellent durability as E-Series panels. 6% g XSs.';d.:e,-- # 1 Ranked in Frounhofer durability test.10 Q f_ - High Average Watts m«ee a 9, 100% power maintained in Atlas 25' 4% Better low-light and comprehensive PVDI Durability test.2p Spectral Response High-Performonce `o Anti-Reflective Glass 0% sunpowercorp.com • AR PANELS SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY 1 oa°a 95°e 90% "now 85% Traditional 80"0 Worran 75% 0 5 10 15 20 25 0 5 10 15 20 25 Years Years More guaranteed power: 95% for first 5 years, -0.4%/yr. to year 2S. s Combined Power and Product Defect 2S year coverage that includes panel replacement costs. v ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA X21-335-BLK X21-345 Temperature - 40aF to +185°F 40aC to +85°C) Nominal Power12 (Pnom) 335 W 345 W Max load Wind: 50 psf, 2400 Pa, 245 kg/m2 front & back Power Tolerance +51-0% +5/-0% Snow: 112 psf, 5400 Pa, 550kg/m2 front Avg. Panel Efficient 13 21.1% 21.5% Impact y resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Rated Voltage (Vmpp) 57.3 V 57.3 V Appearance Class A+ Rated Current (Impp) 5.85 A 6.02 A Solar Cells 96 Monocrystalline Maxeon Gen III Cells Open-Circuit Voltage (Voc) 67.9 V 68.2 V Tempered Glass High Transmission Tempered Anti-Reflective Short-Circuit Current (Isc) 6.23 A 6.39 A Junction Box IP-65 Rated Maximum System Voltage 600 V UL; 1000 V IEC Connectors MC4 Compatible Maximum Series Fuse 20 A Frame Class 1 block anodized, highest AAMA Rating Power Temp Coef. (Pmpp) -0.30% / °C Weight 41 Ibs (18.6 kg) Voltage Temp Coef. (Voc) -167.4 mV / °C Current Temp Coef. (Isc) 3.5 mA / oC TESTS AND CERTIFICATIONS Standard tests UL 1703, IEC 61215, IEC 61730 REFERENCES: 1 All comparisons are SPR-X21-345 vs. a representative conventional panel: 240W, Quality tests ISO 9001:2008, ISO 14001:2004 approx. 1.6 m2, 15% efficiency, EHS Compliance ROHS, OHSAS 18001:2007, lead-free 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. Ammonia test IEC 62716 3 Typically 8-109/6 more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013, with CFV Solar Test Lab Report #12063, Jan 2013 temp. coef. calculation. Salt Spray test IEC 61 701 (passed maximum severity) 4 SunPower 0.25%o/yr degradation vs. 1.09/o/yr conv. panel. Campeau, Z. et al. "SunPower PID test Potential-Induced Degradation free: l 000V I~ Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Available listings CEC, UL, TUV, MCS Test Report," NREL, Oct 2012. 5 "SunPower Module 40-Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 panels operating at more than 70% of rated power. 6 Higher than E Series which is highest of all 2600 panels listed in Photon Infl, Feb 2012. 7 1 % more energy than E-Series panels, 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon Int'I, Mar 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 1046mm 9 Some exclusions apply. See warranty for details. (41.2in] 10 X-Series same as E-Series, 5 of top 8 panel manufacturers were tested by Frounhofer ISE, "PV Module Durability Initiative Public Report," Feb 2013. 11 Compared with the non-stress-tested control panel. X-Series some as E-Series, tested in Atlas 25+ Durability test report, Feb 2013. 46mm t 12 Standard Test Conditions (1000 W/ma irradiance, AM 1.5, 25° C). [1 81 in]~ 1559mm 13 Based on overage of measured power values during production. ~I [6 1.4in] See hhp://www.synpowercorp.com/fads for more reference information. For further details, see extended datasheet: www.sunDowercorc).com/datosheets Read safety and installation instructions before using this product. i) April 2013 SunPower Corporolion. All rights reserved. SUNPOWER, the SUNPOWER logo, MA%EON, MORE ENERGY. FOR LIFE., and SIGNATURE are trademarks or regivered trademarks of SunPower . pOWerCOrp COt71 Corporolion. Specifications included In this datasheet are subject to change wnbout notice SLltl Document # 504828 Rev A /LTR EN • • • SUNPOWER STRING INVERTERS PERFORMANCE EXCEPTIONAL RELIABILITY AND BENEFITS i Reliable and Robust Design Proven track record for durability ! and longevity Modular and Flexible Connections Modular nature of cabling and power areas enhances safety during wiring I+ and installation. Removable power area simplifies servicing Integrated DC Disconnect Built-in DC disconnect includes a 11 locking mechanism for enhanced safety ~l High Efficiency Operation CEC efficiency of up to 96.0% and If peak efficiency of up to 96.2%. High efficiency throughout entire MPP range The SunPower SPR-10001 f-1 UNI and SPR-1 1401f-1 UNI inverters offer proven reliability and superior performance. Their robust and precision-designed metal housing offers UV-resistance and corrosion protection and is suited for both indoor and outdoor (NEMA 3R) applications. Both models come with a standard 10 year warranty. SPR-10001 f-1 UNI & SPR-1 1401 f-1 UNI 000 SUNPOWER STRING INVERTERS EXCEPTIONAL AND PERFORMANCE CEC EFFICIENCY AT 95.5% Electrical Data 100 SPR-10001f-1 UNI SPR-11401f-1 UNI 95 Nominal 9995 W so AC power PAC,nam 1400 W u c 85 4 u 1 Nominal 481 A@ 208 V 54.8 A @ 208 V AC output IAC41 7 A @ 240 V 47.5 A @ 240 V w 80 - current 36.1 A@ 277 V 41 .2 A @ 277 V ~23o Vdc 75 - - -t-390 Vdc 183 - 229 V (-12/+10%) @ 208 V Voltage range at -ti~480 Vdc nominal AC voltage VAC 211 - 264 V (-12/+10%) @ 240 V 70 T, . 244-305 V ( 12/+10%) @ 277 V 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% i AC frequency/ %of Rated Output Power IAC 60 Hz / 59.3 60.5 Hz range Mechanical Data Power factor cos w 1 SPR-10001f-1 UNI SPR-11401f-1 UNI Peak inverter efficiency nmax 96'2% Shipping Dimensions 20.3" x 42.7" x 14.4" + 20.3" x 16. 1 " x 14.4" I WxHxD p 95.0% @ 208 V 95.0% @ 208 V CEC efficiency 11CEC 95.5% @ 240 V 95.5% @ 240 V Unit Dimensions 17.1 " x 49.7" x 9.9" 96.0%@277V 96.0%@277V WxHxD 'I1 Max. DC input p 11500 w 13100 w Unit Weight 110 Ibs power OC,mex I MPP voltage range VacmpP 230 V - 500 V Shipping weight 1 a Ibs Number of MPP Topology High frequency transformer hackers Max. DC input Cooling Controlled forced ventilation, variable fan speed VDC.mo. 600 V voltage Enclosure NEMA 3R Max. DC input current Oc.m°° 46.8 A 53.3 A Mounting Vertical wall mounting DC harmonic <3% distortion Ambient temperature range -13°F to +131 °F ` Number of string 6 inputs i. Number of phases Warranty and Conformity to Standards on AC side SPR-10001f-1 UNI SPR-11401E-1 UNI DC disconnect integrated DC disconnect switch Warranty 10 year limited warranty Pre-configured for positive DC grounding # and use with SunPower PV modules l Grounding UL 1741-2010 Reconfiguroble in the field For negative IEEE 1547-2003 DC grounding and use with Serengeti PV modules IEEE 1547.1 Conformity to standards ANSI/IEEE C62.41 Ground fault FCC Part 15 A & B Included NEC Article 690 detection C22. 2 No. 107.1-01 (September 2001) Nightime power <1.s w p consumption id About SunPower SunPower designs, manufactures, and delivers high-performance solar electric technology worldwide. Our high-efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles, and trackers deliver significantly more energy than competing systems. Sl1NPOWER and the SUNPOWER logo ore trademarks or regsrerad tademarks of SunPower Corporation. s u npo W e rco rp. CO m a November 2010 SunPower Corporation. All rights reserved. Specifications included in this datoshoet ore subject to change without notice. Document p 00/64796 Rev'A / LT EN t' 111 41 SUNPOWER STRING INVERTERS PERFORMANCE EXCEPTIONAL RELIABILITY AND BENEFITS Reliable and Robust Design Proven track record for durability and longevity it Modular and Flexible Connections Modular nature of cabling and power areas enhances safety during wiring + and installation. Removable power area simplifies servicing Integrated DC Disconnect Built-in DC disconnect includes a /~fllll locking mechanism for enhanced safety High Efficiency Operation Jf,~l CEC efficiency of up to 96.0% and peak efficiency of up to 96.2%. High efficiency throughout entire MPP range The SunPower SPR-10001 f-1 UNI and SPR-1 1401 f-1 UNI inverters offer proven reliability and superior performance. Their robust and precision-designed metal housing offers UV-resistance and corrosion protection and is suited for both indoor and outdoor (NEMA 3R) applications. Both models come with a standard 10 year warranty. SPR-10001 f-1 UNI & SPR-1 1401 f-1 UNI • e e 1 POWE , STRING INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE CEC EFFICIENCY AT 95.5% Electrical Data 100 SPR-10001f-1 UNI SPR-11401f-1 UNI 95 90 Nominal PAC 9995 W 1140O W AC power ~ 89 e Nominal 48.1 A @ 208 V 54.8 A @ 208 V AC output IAC ma. 41.7 A @ 240 V 47.5 A @ 240 V w 80 - current 361 A@ 277V 41.2 A @ 277 V -21O VII 75 - -.0- 3g. Vdc Voltage range at 183 .229 V (-12/+10%) @ 208 V ti 480 vac nominal AC voltage VAC 211 - 264 V (-12/tl0%) @ 240 V 70 _ 244. 305V(-12/+10%)@277V 0% 10% 20% 30% 40% 50% 80% 70% 80% 90% 100% Yo of Rated Output Power AC frequency/ IAC ^om 60 Hz / 59 3 - 60.5 Hz i range l Mechanical Data Power factor cos w I SPR-10001f-1 UNI SPR-11400-1 UNI Peak inverter efficien nmox 96.2% Shipping Dimensions ry 20.3" x 42.7" x 14.4" + 20.3" x 161 " x 14.4" WxHxD 95.0% @ 208 V 95.0% @ 208 V CEC efficiency r1CEC 95,5% @ 240 V 95.5 % @ 240 V Unit Dimensions 96.0%@277V 96.0%@277V WxHxD 17.1"x49.7"x9.9" Max. DC input p 11500 W 13100 W Unit Weight 110 Ibs power DC.max MPP voltage range VDC MPP 230 V - 500 V Shipping weight 11416s Number of MPP I Topology High frequency transformer trackers Max. DC input Cooling Controlled forced ventilation, variable fan speed voltage VDC mar 600 V Enclosure NEMA 3R Max. DC input IDC.ma. 46,8 A 53.3 A current Mounting Vertical wall mounting DC harmonic <3% distortion Ambient temperature range -131 to +131°F Number of string 6 inputs i Warranty and Conformity to Standards Number of phases on AC side 1 SPR-10001f-1 UNI SPR-11401f-1 UNI DC disconnect Integrated DC disconnect switch Warranty 10 year limited warranty Pre-configured for positive DC grounding and use with SunPower PV modules Grounding Ul 1741-2010 Reconfigurable in the field for negative IEEE 1547-2003 DC grounding and use with Serengeti PV modules IEEE 1547.1 Conformity to standards Al C62.41 Ground fault FCC Part 15 A & 8 Included NEC Article 690 detection C22. 2 No 107.IA1 (September 20011 Nightime power <l 5 W consumption About SunPower SunPower designs, manufactures, and delivers high-performance solar electric technology worldwide. Our high-efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles, and trackers deliver significantly more energy than competing systems. SUNPOWER and the SUNPOWER logo are trademarks or rogrsni trademarks of SunPower Corporation. SU n powe rC,o rp-coill 0 November 2010 SunPower Corporation All nght5 reserved. Specifications included in this dotosheet are subject to change without notice I-' Rev 'A r001-64796 RevA / LT EN I c l Code-Compliant Installation Manual 809 • • e' • • ter'` • Table of Contents L Installer's Responsibilities 2 Part L Procedure to Determine the Total Design Wind Load 3 Part II. Procedure to Select Rail Span and Rail Type 10 Part Ill. Installing SunFrame 14 0 ::~UNIRAC Bright Thinking in Solar ?nirac welcomes Iopurconcerning the accuracy and useo-friendlicess of this publication, Please write to publications@unimc.com. & U N I RAC Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low, clean lines that SunFrame system. become as natural a part of a home as a skylight. It delivers the This manual provides (1) supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs or parking roof structures, Universal PV Module Mounting system, and (2) planning and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics. Modules are flush mounted in low, gap-free rows, SunFrame products, when installed in accordance with this and visible components match clear or dark module frames. bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). Unirac also provides a limited warranty on SunFrame products (page 24). Q 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 S SunFrame Unirac Code-Compliant Installation Manual :F U N IRAC 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 1. Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method it 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 0 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 p„cr (psf) = AKitI p~~tso Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. poet (psf) =Design Wind Load The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. A = adjustmentfactor for 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 Kst = 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. p,,.00 (psf) = net design wind pressure for Exposure B, at height Applications of these procedures is subject to the following -30,1= 1 ASCE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations 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. It (ft) =total roof height for fla t roof buildings at 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 Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary (contributing load) to a support or to a simple-span of rail. That area is the Step 1: Determine Basic Wind Speed, V (mph) Effective Wind Area. Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. 3 J' U N I RAC Unirac Code-Compliant Installation Manual SunFrame L F 6S mph ^ ' 1(06 m/s) )t S 110(49) i. 120(51) n 5 ».j1. r 90 mp i (40 m(a) ' 90 mph (40 m/s) 130(58) 140(83) ' Miles per hour (meters per second) Figure 1. Basic Wind Speeds. Adapted and 130(58) applicable to ASCE 7-05. Values are nominal 140(63) 140(80) 140(63) design 3-second gust wind speeds at 33feet 1`'0(67) above ground for Exposure Category C. 150(67) 90(40) IH" Spedal Wind Regbn 100(45) 130(58) 110(49)120(51) Step 3: Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. Table I. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roo( Least Horizontal Dimension (ft) Height (ft) 10 15 20 25 30 40 SO 60 70 80 90 100 125 150 175 200 300 400 S00 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 I6 20 Is 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4 5 6 7 8 8 8 8 8 8 8 12 I6 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 16 16 I6 16 20 4S 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 I8 I8 20 50 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCEISEI 7-05, Minimum Design Lands for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. 4 SunFrame Unirac Code-Compliant Installation Manual U N I RAC Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs Flat Roof Hip Roof (7° < 0 27* xiY Vii.. a a .29 a ' .z. ligt ~a v a a Gable Roof (9!5 7°) Gable Roof (7° < 0 < 45°) a ' a TIE a h m a a a` a' .a` ? 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, pnet30 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 surface. appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. 5 Unirac Code-Compliant Installation Manual SunFrame U N AC Table 2. pnet7o (psF Roof and Wall B sic wind Spem.v (mph) 90 100 110 120 130 140 ISO 170 wmdAre iio are Zone pP Downbae Uplift Downforce Uplift Downforce Upth Downforce Uplift Downforce Uplift Downforce Uplift Downft ce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 I 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 48.9 1 100 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 47.6 d v 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -03.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 c 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 0 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -04.5 14.1 -51.1 18.1 -65.7 `0 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 110 43.9 16.7 -56.4 0 3 10 5.9 -36.8 7.3 -05.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 46.3 y 1 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 44.5 1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 103 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 43.2 a ~ 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 41.3 17.5 48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 +0+ 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 45.7 18.5 -52.5 23.8 -67.4 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 41.2 16.5 47.3 21.1 -60.8 0 0 3 10 8.4 -34.3 10.4 42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -00.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 49.3 y 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -05.8 1 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 43.2 v 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 41.2 37.0 47.3 47.6 -60.8 e 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 45.3 46.3 -58.1 2 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 42.5 44.5 -54.6 r 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 c 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 41.2 37.0 47.3 47.6 -60.8 ¢ 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -08.6 a 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 40.7 35.3 47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 -38.0 33.7 44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 43.2 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. 6 SunFrame UniracCode-Compliant Installation Manual ee`UNIRA Table 3. paec30 (pso Roof Overhang rtte,tire Basic. Wind Sp-dV (mph) Wmd A¢a may (.p 90 100 110 120 130 140 Is0 170 N 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 u 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 118.7 -55.9 -71.8 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 n 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 c 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 e 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 48.1 -61.8 aC 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 w 2 10 -27.2 -33.5 40.6 48.3 -56.7 -65.7 -75.5 -96.9 2 20 -27.2 -33.5 -40.6 48.3 -56.7 -65.7 -75.5 -96.9 y 2 50 -27.2 -33.5 40.6 48.3 -56.7 -65.7 -75.5 -96.9 2 100 -27.2 -33.5 40.6 48.3 -56.7 -65.7 -75.5 -96.9 $ 3 10 45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 n 3 20 41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 c 3 50 -35.3 43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 ¢ 3 100 -30.9 -38.1 46.1 -54.9 -64.4 -74.7 -85.8 -110.1 0 2 10 -24.7 -30.5 -36.9 43.9 -51.5 -59.8 -68.6 -88.1 eo 2 20 -24.0 -29.6 -35.8 42.6 -50.0 -58.0 -66.5 -85.5 9 2 s0 -23.0 -28.4 -34.3 -40.8 47.9 -55.6 -63.8 -82.0 2 100 -22.2 -27.4 -33.2 -39.5 46.4 -53.8 -61.7 -79.3 +0 + 3 10 -24.7 -30.5 -36.9 43.9 -51.5 -59.8 -68.6 -88.1 n 3 20 -24.0 -29.6 -35.8 416 -50.0 -58.0 -66.5 -85.5 0 3 50 -23.0 -28.4 -34.3 40.8 47.9 -55.6 -63.8 -82.0 3 100 -22.2 -27.4 -33.2 -39.5 46.4 -53.8 -61.7 -79.3 Source: ASCE/SEI 7-05, Minimum Design Loads (or Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, K:t 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 fiat open country, grasslands, and all the installation is on level ground (less than 10% slope). If the water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs, and confirm your selection with the local building authority. The ASCE/SEI 7-05, defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. 7 U N IRAC Unirac Code-Compliant Installation Manual SunFrame Step 7: Determine adjustmentfactorfor height and Table 4.Adjustment Factor for Roof Height & exposure category,A Exposure Category Using the Exposure Category (Step 6) and the roof height, h &P 1e Cft), look up the adjustment factor for height and exposure in Menn mar Table 4. Aelght tsi 8 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, Pnet (Pi 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: A for Buildings and Other Topographic Factor, Kit (Step 5), and the Importance Factor, I Rruaures, C Chapter 7-6, Figure gure 6d, Minimum P. D44.esign Loads (Step 8) using the following equation: pnet (psf) = AKznl pnet3o pner (psf) = Design Wind Load (10 psf minimum) A = adjustmentfactorfor height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, h (ft) (Step 5) I = Importance Factor (Step 8) Priam (psf) = net design wind pressurefor Exposure B, at height = 30,1 = 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 VmmWe Dexnpoon Symbol Value Unit Step Relic- Building Height It h Building, Least Horizontal Dimension h Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figure I Effective Roof Area sf 2 Roof Zone Setback Length a k 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet30 psf 4 Table 23 Topographic Factor Kit x 5 adjustment factor for height and exposure category A x 7 Table 4 Importance Factor I X 8 Table 5 Total Design Wind Load prier psf 9 8 SunFrame Unirac Code-Compliant Installation Manual ::m U N I RA Table 6. Occupancy Category Importance Factor c;nd d an nwne Pmne 8egons a Hurmm~e Pmne .V - s Hunrc ith Pmneae- wd10 wid d A a,V gmnsdcwlnd Category Category Desiniption Building Type 6amplee 95-10 mph,. atidnd Alaska Speed,V- 100mph I Buildings and other Agricultural facilities 0.67 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,7able 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,76ble 6-1, p. 77 9 ::'UNIRAC Unirac Code-Compliant Installation Manual SunFrame 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 SunFrame 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, p,,t (psf) from Part 1, 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, p.a. See P (psf) = 1. OD + 1. OS' (downforce case 1) Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. P (Psi) = 1.01) + 1.0p„et (downforce case 2) 3. Please Note: The terms rail span and footing spacing P (psi) = LOD + 0.75St + 0.75p„a (downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P (psf) = 0.6D + 1.Op,,t (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 Unirac. p„a = Design Wind Load (psf) (Positive for downforce, negative The following procedure will guide you in selecting a Unirac for uplift) rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting The maximum Dead Load, D (psf), is 5 psf based on market Assembly that the building structure must be capable of research and internal data. supporting. I Snow Load Reduction - The snow load can be reduced according to Chapter 7cfASCE 7-05. The reduction is afunction of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. / \ Figure 3. Rail span and footing spacing are interchangeable. pao OP ooc ~~aeioB BVeAe~ co V\oa a~e\ ee`Qe <as\s Note: Modules must be centered symmetrically on the rails 2 as shown in Figure 3. If this is 10 not the case, call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual BF U N I RAC Table 7. ASCE 7ASD Load Combinations D-p.m Va"i We Dw.*. Case I D.*. C. 2 Dam( Case 3 : unrt. Dead Load D 1.0 x 1.0 x 1.0 x 0.6 x psf Snow Load S 1.0 x + 0.75 x + psf Design Wind Load Pnet 1.0 x + 0.75 x + 1.0 x - psf Total Design Load P PSI 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 (PID Using the distributed load, w, from Part 11, Step 2, look up the Determine the Distributed Load, w (pll(), by multiplying the allowable spans, L, for SunFrame. module length, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three There are two tables, L-Foot SunFrame Series Rail Span Table downforce cases and the Uplift Case. We assume each module and Double L-Foot SunFrame Series Rail Span Table. The is supported by two rails. L-Foot SunFrame Series Rail Span Table uses a single L-foot w = PB connection to the roof, wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to the w = Distributed Load (pounds per linear foot, plf) 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 SunFrame Series Rail Span Span w=D..'W aLoad A 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF 5F SF 5F SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF 5F SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF 5F SF SF 6 SF SF SF SF SF SF SF SF SF 6.5 SF 5F SF 5F SF SF SF SF SF 7 SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF as SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF II SF SF SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF 11 o UNIRAC UniracCode-Compliant Installation Manual SunFrame Table 9. Double L-Foot SunFrame Series Rail Span Span = Dls ,b.ced Load (p10 (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF SF 7 SF 5F SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF II SF SF SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF Step 4: Select Rail Type Step 5: Determine the Dmvnforce Point Load, R (lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations. However, When designing the Unirac Flush Mount Installation, you longer spans create higher point load forces on the building must consider the downforce Point Load, R (Ibs) on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce, Point Load, R (lbs), is determined by It is the installer's responsibility to verify that the building multiplying the Total Design Load, P (psD (Step 1) by the Rail structure is strong enough to c port the point load Span, L (ft) (Step 3) and the Module Length Perpendicular to forces. the Rails, B (ft). R (lbs) = PLB R = Point Load (Ibs) P = Total Design Load (psD L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. 12 SunFrame UniracCode-Compliant Installation Manual : UNIRAC Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case I, 2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R 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 (Ibs), to determine the required lag bolt attachment to the roof (building) structure. Table 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x It Step 4 Uplift Point Load R 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 Specific Force, R (lbs), requirements. s/rc " shaft* gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine 0.55 307 Thread depth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 S.wces:Americau Wood Council, NDS 2005,Table 11.2A, 11.3.1A. Notes: (1) Thread must be embedded in the side grain ofa rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member, (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, canted a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer /lush to surface (no gap). Do not over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3 .1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. 13 U N IRAC Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components ` © © Figure 4.SunFrame components. 3 ' 11 L p O } O ® ; O O~ Figure 5. SunFrame threaded slot rail, cross section, actual size. 14 SunFrame Unirac Code-Compliant Installation Manual p:' U N RAC O Rail-Supports PV modules. Use one per row of modules (D L-foot adjusting slider (optional) -Use one beneath plus one. Shipped in 8- or 16-foot lengths. 6105-T5 alumi- each L-foot or aluminum two-piece standoff, except in num extrusion, anodized (clear or dark bronze) to match lowest row. 6105-T5 aluminum extrusion. Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- e Cap strip-Secures PV modules to rails and neatly ules between rails. Includes 1/8" x 1'/4" bolt with flange nut for attaching L-foot or standoff shaft, and two H' frames top of array. Lengths equals rail lengths. Cap strips x 2'/Y lag bolts with flat washers for securing sliders to are sized for specific PV modules. Shipped in 8- or 16-foot rafters. lenghs. Predrilled every 8 inches. 6105 T5 aluminum extrusion, anodized (clear or dark bronze) to match PV ® Flattop standoff (optional) -Use if L-foot cannot be module frame. secured directly to rafter (with tile or shake roofs, for example). Use one per L-foot. Two-piece (pictured): © Cap strip screw (1/4-20 x 1, Type F thread cutting) -Use 6105-T5 aluminum extrusion. Includes' x'/4" serrated to secure each cap strip (and PV modules) to rail, one per flange bolt with EPDM washer for attaching L-foot, and predrilled hole. Use an additional end screw wherever a rwo snd' x 3'rz' lag bolts. One-piece: Service Condition 4 predrilled hole does not fall within 4 inches of the end of a any cap strip segment. 18-8 stainless steel, clear or black (very severe) zinc-plated welded steel. Includes /e" x 1 /4" to match cap strip. bolt with lock washer for attaching L-foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for O Rail splice-Joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansion joint. 8 inches long, predrilled. 6105-T5 aluminum extrusion, an- odized (clear or dark bronze) to match PV module frame. Installer supplied materials: © Self-drilling screw (No. 10 x'/a') -Use 4 per rigid splice Lag screw for L-foot-Attaches L-foot or standoff to or 2 per expansion joint. Galvanized steel. rafter. Determine length and diameter based on pull-out O End caps-Use one to neatly close each rail end. UV values in Table 3 (page 8). If lag screw head is exposed to resistant black plastic. elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screws are provided with O Truss-head sheet metal screw (No. 8 x s/a') -Use 2 per L foot adjusting sliders and standoffs. end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. Waterproof roofing sealant-Use a sealant appropriate to your roofing material. O L-foot-Use to secure rails either through roofing mate- rial to rafters, to L-foot adjusting sliders, or to standoffs. Clamps for standing seam metal roof-See "Frequently 6105-T5 aluminum extrusion, anodized (clear or dark Asked Questions. . (p. 16). bronze) to match PV module frame. Double L-foot is also available. O L-foot bolt ('/a' x 1'/4") -Use one per L-foot to secure rail to L-foot. 304 stainless steel. 0 Flange nut CA" ) -Use one per L-foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. Stainless steel hardware can seize up, a process Q calledgalling. To significantly reduce its ' likelihood, (1) apply lubricant to bolts, preferably an anti-seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. 15 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails, beginning with the lowest row and moving up the roof. C. Placing modules and cap strips, beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. Footings must be lagged into structural members. Never attach them to the decking Aalone, which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 45 feet, see instruction manual 908.1 concerning thermal expansion issues. Sample layout, illustrated in Figure 4 1'/,- at each end of array Assumptions: 12 modules (60" x 36'), arranged in 3 rows of 4 modules I ( Roof Array width = 144" (36" module width x 4 modules per row) I peak Array length = 180" (60" module length x 3 rows) - + 3" (1'A" end rail width x 2 rails) space betweBt module rowi_ + 11/2' (3/4" between-module rail width x 2 rails) = 184Vs" 1. Laying out the installation area Array - Always install SunFrame rails perpendicular to rafters. (These length Module Rails length (see instructions assume typical rafters that run from the gutter caption) to the peak of the roof. If this is not the case, contact Unirac.) 1 Rails are typically mounted horizontally (parallel to the lower edge of the roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during Mwidth installation. During module installation, you will need to slide _ one module in each row about a foot beyond the end of the 1 ~/9 rails on one side. Using the number of rows and the number j of modules per row in your installation, determine the size of your array area following Figure 6. Array width (module width times modules per row) Figure 6. Installation area layout. Note: Module length is not neces. sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan-head screws. All such features must be included in module length. 16 mm SunFrame Unirac Code-Compliant Installation Manual ::m U N IRAC 2. Installing the lowest row of L-feet and rail 41 In the lowest row, it is not necessary to use L-foot adjusting .q~nri' 7 sliders, even if you plan to use them in subsequent rows. Install "yore 11 V L-feet directly onto low profile roofing material such as asphalt ram, ,w<1v41p' y'a shingles or sheet metal. (For high profile roofs, such as the ,w * " or shake, use optional standoffs with flashing to raise L-feet. 49b.°h W'pw L-feet must be flush with or above the highest point of the roof a" ~s^° surface.) , ~mn ar IY~ to L-feet can be placed with the double-slotted side against the a%~ ,y0 roof surface (as in Fig. 7) or with the single-slotted side against the roof (which increases air circulation beneath modules). ,q'0ra Module-to-roof dimensions are listed on page 15 for both ar- rangements. L feet Q• If you are using L -foot adjusting sliders, you must use the short side of the the L -foot against the roof in the La first row. See Figure 9 below. screw If you are using both L -foot adjusting sliders and standoffs, / Always lag into slot see the upper box on page 11. ! ® nearest the bend ! in the L-foot Install the first row of L-feet at the lower edge of the instal- / 23/,~ lation area (Fig. 8). Ensure feet are aligned by using a chalk line. (A SunFrame rail can also be used as a straight edge.) / Lower edge of Position the L-feet with respect to the lower edge of the roof as / installation area illustrated in Figures 7 and 8. Figure 7 Placement offirstL foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the Roof peak lag screws. Seal the underside of the L-feet with a suitable weatherproof sealant. j Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L -feet are against the roof, lag through the slot nearest the bend in the L -foot (Figs. 7 and 8)..~ < Utility slot for No. 10 screw Cut the rails to your 2bol array width, being sure to keep rail slots free of roofing grit or otherUtility slot for/a' debris. If your instal- hexhead bolt Slot lation requires splices, Figure 8. L-Foot footI- orientation. l assemble them prior to i attaching L-feet (see "Footing and splicing require- ' ments," p. 11, and "Material planning for rails and cap strips;" p. 13). Slide the 3/a-inch mounting bolts into the footing slots. If more than one splice 1 = is used on a rail, slide L -foot bolt(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L-feet with the flange nuts. Ensure that rails are oriented with respect to the L-feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the " edge of the roof. Then tighten the lag screws. Roof peak 0 _ Figure 9. L-foot orientation in conjunction with Y L -foot adjusting sliders. The sliders include two i` . utility slots to secure module wiring, combiner boxes, and other system components. 17 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders 'Iwo-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's'/8-inch hex- sliders, although (lashings may not be available to cover the head bolt. Note that L-feet are positioned long side up on the entire length of the slider. Use the bases of the standoffs lowest rows and with long side down in subsequent rows- only in the lowest row. In subsequent rows, attach the shaft in the same manner as an installation with no standoffs. P p~ uy 44 a With standoffs of equal length, orient 1 -foot to compensate for if the standoff supporting the lowest rail is I inch taller than height difference. the standoffs on the footing sliders, place both L -feet in the same orientation-either both long side up or both short side up. L-foot P 0 0 C This example assumes a rail seven times the length of the shaded areas. If more than one splice is used, be sure the footing spacing (A). A splice may be located in any of the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible, they between two adjacent feet. can usually be avoided by effective planning, which also pro- 4. In a spliced length of rail, all end sections must be sup- motes superior aesthetics. See "Material planning for rails ported by no less than me L-feet. and cap strips" (p. 13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet, thermal expansion joints 6. Interior rail sections supported by only one L-foot must may be necessary. Please contact Unirac. be adjacent, on at least one side, to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially 7. Rail sections longer than half the footing spacing re- step 4). Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang (B) must be no more than half the length of Rafters the maximum footing spacing (A). For example, if Span A is 32 inches, Overhang B should not exceed 16 inches. Stringer 1==7-Rail Modules should always be fully supported by rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side of a non-rectangular module. When a rail supports a pair of non- rectangular modules by themselves (right), it must be supported by at least two L -feet. The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure properfootings. Non-rectangular modules 18 SunFrame Unirac Code-Compliant Installation Manual U N IRAC 3. Laying out and installing the next row of L-feet With L-feet only: Position the second row of L-feet in accor- dance with Figure 10. Ensure that you measure between the / .J lower bolt hole centers of each row of L-feet. Install the second Module length + - / row of L-feet in the same manner and orientation as the first (hole to hole) row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant; the L-feet will not be fully tight- ened until Step. 4. With L-foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or Figure 10. L-foot separation. See the note on module length in the pan-head screws in its frame. caption of Figure 4 fp. 9). Attach and seal L-foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L-foot with its short side up to each slider. Roof peak -i A - module length A Align slider A center hole to chalk line R\ Lowest row of L-feet ` Align slider (no footing sliders) A-3 ~/a center hole to chalk line A + 3/a A + 1 3/16 F~ A + 2 i /a^ Figure 11. Ifyou a feet centering sliders, this t spacing between n rows places es L -feet at t the the center of their adjustment 4. Installing the second rail With L-feet only (Fig. 12): Install and align the second rail Snug in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and - 35 foot-pounds. Lay one module in place at one end of the rails, and snu the upper rail (Fig. 12) toward the lower rail, leaving nog, ap - between the ends of the modules and either rail. (If pan-head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging I the rails and tightening the remaining lag screws as you go. s. With L-foot adjusting sliders: Install rails on firs[ and second - - rows of L-feet. Verify spacing by placing a module onto the Figure 12. Position and secure top rail. rails at several points along the row. Adjust L-foot positions as needed. 5. Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows, follow- • All footing bolts and lag screws are secure. ing Steps 3 and 4. You may use the same module to space all • The module used for fitting is resting (but not se- the rows. When complete, confirm that: cured) in the highest row. 19 e U N I RAC Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems, particularly those caused by spliced from 192-inch sections of rail and cap strip. The very short lengths of rail or cap strip. This example illustrates example illustrates one means of doing so, without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in "Footing Rail segments come from five 192-inch lengths, lettered A and splicing requirements" (p.11). Structurally, cap strips thru E. Rail A, for example, is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole (which occur Similarly, five 192-inch cap strips are designated V through every 8 inches, beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes. For each rail, start with the cap of every rail segment. Wherever there is no strip segment that crosses the array center line, and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment, drill a'/4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw. (In Position each cap strip onto its rail and mark its trim point. most cases, you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence, but usually checked against structural requirements in "Footing good planning can also achieve both material conservation and splicing requirements" (p.11). In this example, Q and superior aesthetics. This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter. This prevents rail splices BD (3rd rail) and CE • Cap strip screws must align across the rails. (4th rail) from falling too close to the center of the spans between footings (Requirement 3, p. 11). Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level, there is negligible the array. aesthetic loss. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205-inch rail Array center line , f" ~ Trim line (array edge)Trim line (array ed8e~: V 112r, st cap slip C 83" E 122" 4th rail • • W 112" - -11 X 96" 2nd cap strip B 83" D 122'' 3rd rail r 1111 • • V 80" Y 128" 3rd cap strip 1} A 96" 1 C for 2nd rail ii • • W 8o" •1 1 Z 128" 4}h cap strip A 96' II B 109" E 1s}rail II II If H H Usable remainder: D, 70":'E, 70", Y, 64", Z, 64" 20 SunFrame Unirac Code-Compliant Installation Manual : UNIRAC 6. Securing the first module Gather sufficient lengths of cap strip Cap strip screws R" to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for JI- Perm sI sable overhang: rails and cap strips" (p. 13). 1 /3 module width Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and ` - r Y - second modules (Fig. 13). L _ v ~ s. The temporary gap allows the installer to xI place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the j last module may overhang the rail by up oof install second to one third its width. r- p strip until lower modules are placed J. 1 Attach the end of the ca strip with r Stepping gap the cap strip screws (Fig. 13, inset), so that the upper end of the first module is Figure 13. Begin cap strip installation. secure. Q The structural integrity ofyour array requires that cap s- strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute screws must be 1/-20 Type F thread cutting (18-8 stainless 2. Install screws = . steel) and the correct length. See Table 4 (pg. 15) to match screw length to the size cap strip in your installation. Every cap strip segment most have a cap strip screw 4 inches or less from each end. If the nearest predrilled Ste In p ! hole falls more than 4 inches from any end, drill a 1/4-inch hole 2 inches from the end and install an additional screw. Figure 14. Position and secure modules one by one. A Wherever it is necessary to make a new cap strip hole, y z drill a 1/4-inch hole before installing the cap strip screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws 4 to secure it (Fig. 14). For a neat installation, use cable ties to - +1 attach excess wiring to the rail beneath the flanges. Unirac's .mot - wl cable ties can be attached to the SunFrame rail by drilling a ` Slid®' - 1/4-inch hole in the rail and pushing the end of the tie into the on hole. t - " Continue the process until all modules in the top row are in 1 ~_y~ yy-~ L final place and secured from the top. When complete, every Sleppi in gap ~r s4-' % prepunched hole in the cap strip will be secured by a screw, t' -7- and the top end of the first row of modules will be secure. Figure 15. As modules slide into place, the stepping gap shifts, 8. Installing the remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail, securing the bottom of the lowest module row. 21 U N IRAC Unirac Code-Compliant Installation Manual SunFrarne 9. Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided (Fig. 16). I Figure 16. End cap installation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be '/,-20 Type F thread cutting (18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length (inches) 1.34-1.42 34-36 C '/4" 1.50-1.57 38-40 D 3/." 1.77-1.85 45-47 F I.. 1.93-2.01 49-51 ;I E 174 Sharp lipped modules ~lr G I., Sanyo lipped modules H '/4'22 • SunFrame Untrac Code-Compliant Installation Manual SW U N I RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5! clamps The answer depends on the orientation of your L-feet and with the 3/8-inch stainless steel bolt provided with the S-51 the length of your standoffs, if used. See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5! clamps, make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads, etc. Frame. Unirac offers an Oatey® "No-Calk" flashings forI Module its steel standoffs and Oatey® or Unirac flashings for its thickness aluminum two-piece standoffs. See our SunFrame Pro-Pak varies Price List. E~l # How do I attach SunFrame to a standing-seam metal 2'/4-, '/8- roof? g + t/a- A good solution comes from Metal Roof Innovations, Ltd. (MRI). They manufacture the S-5!" clamp, designed to at- tach a wide variety of products to most standing-seam metal , roofs. It is an elegant solution that eliminates flashings and 'I Module thickness penetrations altogether. varies ule 21/4`1- 1 8 ' Mod thickness varies Standoff height (3-, 4 b-, or 7- 3 oil /8-) 1 23 U N I RAC Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac Inc., warrants to the original purchaser the practices specified by AAMA 609 & 610-02 If within the specified Warranty periods the ('Purchaser") of product(s) that it manufactures -"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ('Product') at the original installation site that Finished Aluminum" (wwv aamanet.org) are not defective, then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser This Warranty does not defective Product, or any part thereof, in Unirac's and workmanship for a period of ten (10) years, cover damage to the Product that occurs during sole discretion. Such repair or replacement shall except for the anodized finish, which finish its shipment, storage, or installation. completely satisfy and discharge all of Uniracs shall be free from visible peeling, or cracking or This Warranty shall beVOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five (5) years, from the earlier for special, indirect or consequential damages with Unira<'s written installation instructions, of 1) the date the installation of the Product is or if the Product has been modified, repaired, arising out of or related to use by Purchaser of completed, or 2) 30 days after the purchase of or reworked in a manner not previously the Product. the Product by the original Purchaser ("Finish authorized by Unirac IN WRITING, or if the Manufacturers of related items, such as PV Warranty"). Product is installed in an environment for which modules and flashings, may provide written The Finish Warranty does not apply to any it was not designed. Unirac shall not be liable warranties of their own. Unirac's limited foreign residue deposited on the finish. All for consequential, contingent or incidental Warranty covers only its Product, and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. U N I R 1411 Broadway Boulevard NE Bo Albuquerque NM 87102-1545 USA 24