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Town of Southold Annex 8/25/2014 P.O. Box 1179 54375 Main Road M� W Southold,New York 11971 4 CERTIFICATE OF OCCUPANCY No: 37112 Date: 8/25/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 4350 The Long Way, East Marion, SCTM#: 473889 Sec/Block/Lot: 30.-2-94 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/30/2014 pursuant to which Building Permit No. 38858 dated 5/7/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO A SINGLE FAMILY RESIDENCE AS APPLIED FOR The certificate is issued to Sande,Michael&Sande,Ann (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38858 07-14-2014 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY f 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#: 38858 Date: 5/7/2014 Permission is hereby granted to: Sande, Michael & Sande, Ann 4350 The Long Way PO BOX 278 East Marion, NY 11939 To: construct a roof mounted electric Solar Panel system as applied for At premises located at: 4350 The Long Way, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-94 Pursuant to application dated 4/30/2014 and approved by the Building Inspector. To expire on 11/6/2015. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 fr Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing.Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 4/25/2014 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 4350 The Long Way East Marion House No. Street Hamlet Owner or Owners of Property: Michael Sande Suffolk County Tax Map No 1000, Section 30 Block 2 Lot 94 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ A icant Signature SO(/ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Q roger.riche rt(p7town.southoId.ny.us Southold,NY 11971-0959 Q �y'00UNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael Sande Address: 4350 The Long Way City: East Marion St: NY Zip: 11939 Building Permit#: 38858 Section: 30 Block: 2 Lot: 94 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Ll Other Equipment: roof mounted 2,289 WATT photovoltaic system to include 7-SunPower SPR-e20- panels, 1-PowerOne PVI-3.0 inverter Notes: Inspector Signature: Date: July 14 2014 81-Cert Electrical Compliance Form.xls fjf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST [ ] ROUGH PLUMBING FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING ] FINAL FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: r:51,q4le, DATE - — I NSPECTORZff;g��;� Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 26 ` -..,1__. Ph: 631-988-0000 Bohemia, NY 11716 "` '� P Fax: 631-382-8236 ww.pacificoengineering.com �I wG c solar@pacificoengineering.com August 19, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Michael Sande Section: 30 4350 The Long Way Block: 2 East Marion, NY 11939 Lot: 94 1 have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer of NEINPA 0 Y co O r W 0661 aZ v Ra gineer NY 44306 FIELD INSPE ON R1CPbRT DATE COMMENTS FOUNDATION(1ST) FOUNDATION(ZND) ' z ROUGH FR1CF& ,. PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADD 0 C 0 R ' 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. �6�� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 517 ,20 r °t -" i "( '� Storm-Water Assessment Form I� _.w —.--t j tact: f; C Approved 120 Mail to: GreenLOgIC LLC Disapproved a/c Q 2T414 425 County Road 39A Southampton, NY 11968 Phone: 631-771-5152 :; Expiration 1117 120 1� � ._ :O�D building Inspector APPLICATION FOR BUILDING PERMIT Date April 25 , 20 14 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. GreenLogic LLC (Signature of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contraeir, eleotx� a� `p or builder Contr6cter DATE E3.P. # r : FEF: BY Name of owner of premises Michael Sande � nFP�RT,1,AFNJ AT (As on the tax roll or latendeed) 8 A�vl TO 4 Pfvl FOR THE If appl' ant i a co oration, signature of duly authorized officer FG! ` °"" ' IN PFCTiONS F [� (Na and title of corporate office ) 2 �i�; �, r Builders License No. 40227-H 3 1N,1 QUA Plumbers License No. 4. F _ Electricians License No. 43858-ME Other Trade's License No. ALL CONS 1 RUC IOW SHALL t T r t REQUIREMENTS OF THE CODE OF >'� ',^f YORK STATE. NOT RESPONSIBLE FOR 1. Location of land on which proposed work will be done: DESIGN OR CONSTRUCTION ERRORS. 4350 The Long Way East Marion House Number Street Hamlet County Tax Map No. 1000 Section 30 Block 2 Lot 94 Subdivision Filed Map No. 097'IM4 J AgANIAT vr,f to r;rrta,o;t:tb`I Yli� r1""03 M0!Ua M t�s;Ijtsu¢ ±DtpSl�(IU►i�tIQK3/ypjiilpigM� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost $10,550.00 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 Purchase5Name of Former Owner'1 bOdDJ.Ly(tX 10, nd *Vt HIrl 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 4350 The Long Way 14. Names of Owner of premises Michael Sande Address East Marion, NY 11939 Phone No. 631-477-3702 Name of Architect Pacifico FnginePring, P_C_ Address700 Lakeland Ave,Bohemia,NThone No 631-9RR-0000 Name of Contractor GreenLoaic LLC Address 425 County Roars 39A Phone No. 631-771-5152 Southampton, NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY QUIRED. 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: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn lo before me thi ) day of 20 %gin 4 Notary Public V Signature of Applicant TAMARA L.ROMERO sioxy Public,State of New Yak No.01 R06217368 auslified in Suffolk 2=12016 SOFRX Scott A. Russell ° /r James A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 1b 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-15W Fax*: (631)-765-9015 MICHAEL.COLLINSOTOWN.SOUTHOLD.NY.US 01 JAMIE.RICHTEROTOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (If Different from Applicant) j NAME: GreenLogic LLC NAME: Michael Sande ADDRESS: 425 County Road 39A ADDRESS: 4350 The Long Way Southampton, NY 11968 East Marion, NY Telephone Number: 631-771-5152 ext 120 Telephone Number: 631-477-3702 Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 1 I"Envelope& Appropriate Postage. DATE: 4 ,5I q Property Address / Location of Construction Work: 4350 The Long Way, East Marion, NY 11939 S C T M *: 1000 30 2 94 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review I Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed St ter Revie Checklist. If No or NA are Indicated, Justification is Required. ** * FORN G DEPARTMENT USE ONLY **** Reviewed B Date- _ prove A Tonal Information Required: I i- FORM • SMCP-TOS JAN 2014 CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: APPLICANT: (Property Owner,Design Professional.Agent.Contractor.Other) NAME: GreenLogic LLC 1 ► S C T M #: 1��� 3p �4 Telephone Number: 631-771-5152 ext 120 District Section Block Lot S M C P -Plan Requirements: .rhe applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§2%-t7(CVJ. Roof mounted solar ellaell-LI It- siptein d. 'rest Holc Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. x f. Existing& Proposed Contours of the Site (Minimum Z Intervals) X g. Location of all existing& proposed structures,roads, x driveways,sidewalks,drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). X APPROVAL OF SfeRMWAT-Ea WNAGEMEW- 1. Location of proposed concrete washout area(s). COMR9E MAR M. Location of all proposed erosion&sediment control measures. ate: - FIj 2. Stormwater Management Control Plan must include Calculations showing Approved by: that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch x rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench draim,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) x heckCList -TOS JAN2014 i <o TO1Nn Hall Amex l�f Telephone(631)765-1802 54375 Main Roady Q� P.O.Box 1179 y roaer.riche ftd-to n S0 ttoltl ny us Southold,NY 11971-0959 BUHDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Tamara Romero Date: 4/25/2014 Company Name: GreenLogic LLC Name: Robert Skypala License No.: 43858-ME Address: 425 Coun Road 39A Southampton, IVY 11968 Phone No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: Michael Sande *Address: 4350 The I o09 Wax, East Marion, NY 11939 _ *Cross Street: Main Roar] i *Phone No.: 631-477-3702 i Permit No.: Tax-Map District: 1000 Section: 30 Block: 2 Lot: 94 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) goof-mounted solar electrics stem 7 SunPower SPR-E20-327 Modules, PowerOne PVI-3.0 Inverter and 2,289 watts . (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough in Final *Do-you need a Temp Certificate. • Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=11equest for Inspection Form GREENLOGICO ENERGY April 25, 2014 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Michael Sande who has engaged us to install a roof-mounted solar photovoltaic (PV) electric system at his home at 4350 The Long Way, East Marion, NY 11939. In connection with this application, please find attached: Building Permit application • A Storm Water Assessment Run-off Form APR 2 9 2014 i • Certificate of Occupancy Application • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) ------ -T • 2 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (SunPower 327) • 2 Spec. sheets of the inverter (SunPower SPR3000p) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$100 ($50 Building Permit/$50 CO) • Application for Electrical Inspection with a check for$100 Please let us know if you need anything else in connection with this application. Yours truly, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 ext. 120 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 GREENLOGIC° ENERGY August 21, 2014 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 38858 Michael Sande 4350 The Long Way East Marion, NY 11939 To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Michael Sande's solar electric system, which we installed at the above reference address. Please arrange to send him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Tamara Romero Account Manager GreenLogic LLC 631-771-5152 Ext. 120 I I I AUG 25 2014 ! i GREENLOGIC, LLC • www.GreenLogic.coni Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 LOT 68 VACANT 296.56, 49.5 a � „E 4 J �� �- �� •• o IN z .28,34���� == �� N166j J (101.0) o c. 100'94 �C 179' CE kOT 67 49.0 p CC E38 C z51.3 `` jg 5. "� D -i O � GRAVEL ORNEMrAY 4 v �I (i01 1� r' y Cb 46 0 ^ nnr,� n c 5;6.28'30 LOT 66 VACANT TEST HOLE -0.5• TOM& Q CLAY V & SANDY LOAM La D _i8. CLEARING LIMITS: 11,470 Sq.Ft. =,47.09 R O SAND AREA: 24,386 Sq.Ft. = 0.560 Ac. J GrravLL ELEVATIONS ARE IN ASSUMED DATUM. /f I _2*, NO SURFACE WATER EVIDENT WITHIN 300 FEET. I�/I ADJACENT DWELLINGS SERVED BY PUBLIC WATER. CERTIFIED TO: JOB N0. F2035 SURVEY OF FIDELITY NATIONAL TITLE INSURANCE COMPANY MAP NO. 6266 OF NEW YORK, TITLE No. FNT9921961 FILED.611 V 19 75 LOT 67 MICHAEL A K* ANN SANDENDE REVISIONS:' . ;, .� MAP OF G=�] ADD PROP DWELLING 12/3/99 kms � PEBBLE BEACH FARMS 1NG EASEUENn Arrn/OR$%I.1.4CE SrRtIC1VREs RECORDED oft uNREcoROEo FINAL 12/19/2000 , .IRE 1qr CGARAAfI£EO UNLESS PNYSa51LLY, RE ON DW PI 15ES Ar ADDED SAN. SYS. LOC. 01/19/2001 '? mE nuE or w swevEt Rev sanr srs Loc or/2s/zool ;, h S�rUArE Ar Ho 2 on Bo r N.Y.j• w 6 CCOMWIEES WrArm HEREON SHILL MW ONLY TO IW PERSA4(Sj rCR , : T^' EAST MARION (831) 8-5330 WNOA1 rW SaRWY 6 PREPARED,AND ON 10 BENALr TO THE mt cou- s,, •,;x i TOWN OF SOUTHOLD MO OOVERNICKALSSOM A6£NCY AND L MM(1 MMMnAlMN CL LIVEDRNWE S REOIL "'j`t •-�' SUFFOLK COUNTY, NEW YORK Moro B Chorea4 LS. ANO TO mE ASSrGNEfS Or WE tENpHr'wsnlulronL CWRV►IEES ARE � .v'•�K��:•s 1 ">� Nor rRANsrek�m,ro ADD wmL mnnn w oR sussmoff OWNERS. ( y SZ1000deo/d to mc orimis(OR ow nsom)sxotw NFREo11 rRou THE smi chnis roTHE ot - Pouf T. Canollro, LS Robert A Kort, L� FORE ARr NOrr rY LINTEAVE0 YO MAA W WERE WN ArFOXM USC RET NOX �THERE- SCALE 1" = 50' JUNE 11, 1999 Good gwnd yurwy,, P.G. �`oW s�PA��rinrc ARrAs AoornoNs ro suaosNcs AND licens 050149 S C.T M. 01ST. 1000 SEC.30 BLK. 2 LOT 94 JJJ .1; a•> �.�. Suffolk County Executive"s Office of Consumer Affairs HAUPPAUGE, NEWYORK 11788 DATEISSUED: 12/10/2007 No. 43858-ME r ' COUNTY 1 /4N /,ice Master Electrician License This istothat ROBERT J SKYPALA doing business as lc given with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York. Additional Busincues \ NOT VALID WITHOUTJ, DEPARTMENTAL CONSUMER AFFAIRS `1 11)CARD Direaor 1A J Ask v Suffolk County Executi've'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 Bus' aes NOT VALID WITHOUT D$PARTMENTAL SEAL AND A CURRENT CONSUr-AElt AFFAIRS ID CARD CSS - a Director i i CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDD/YYYI) 102/03/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE 631 941-4113 Fax 631 941-4405 P.O.Box 850 EMAIL . brookhaven.a enc erizon.net 150 Main Street PRODUCER East Setauket NY 11733 INSURER(S)AFFORDING COVERAGE NAIL# INSURED INSURER An HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B:Merchants Preferred Insurance Co. 425 County Road 39A,Suite 101 INSURER C:First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D:National Union Fire Insurance Co.of PA INSURER E:AGCS Marine Insurance Co. 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. 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ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^^A^^ 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 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 NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12226371-9 719809 08/11/2013 TO 08/11/2014 8/16/2013 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. 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SUNPOWER 11 . 111 . . 111 . UWA Mi rttdnce and high reliability ..aJ.��� :.��..�......: inverters. °r tse i�A SunPower photo= > s.-the most efficient andt`e!'° ers on earth. Trgr;s liss inverter technology a vat inverter a Giencyr of .ap 9 _C C effi ten y of up to 964% an`Y-wW g TW 4n power point trackers expiate t motions and r malas nisi 4ergy'harvest whets irrpia across the array. h ReWe� has a proven recsuad 6 alonowity. g tY } r - SPR-3000p-TL-1 ' SPR-3600p-TL-1 s, SPR-4200p-TL-1 ,a SPR-5000p-TL-1 ` SPR-6000p-TL-1 The SunPower SPR-3000pTL-I, SPR-3600pTL-1 , SPR-4200p-TL-1 , SPR-5000p-TL-1 &SPR-6000p-TL-1 offer proven reliability and superior performance. Their robust and precision designed electronics housing offers UV-resistance and corrosion protection and is suited for both indoor and outdoor (NEMA 4X) SPR-3OQr(040 360 -TL 1. applications. All models come with a standard 10 year warranty. SPR- �) T1 1�SPR-Sb00p-TLA '&",$PR-btOgp-TL-1 � t 111 . • 11 • SUNPOWER 11 . 111 . • 111 • Electrical Data SPR-3000p-TL-1 SPR-3600p-TL-1 SPR-4200p-TL-1 SPR-5000p-TL-1 SPR-6000p-TL-1 Input Variables(DC) Max.usable power per MPPT 2000 W 3000 W 3000 W 4000 W 4000 W Number of MPPTs 2 MPPT range 160 V...530 V 120 V...530 V 140 V...530 V 200 V...530 V 200 V...530 V ..,: Start-up voltage 200 V(adjustable 120 V...350 V) Open circuit voltage 600 V Max.input current for both MPPTs in parallel 20.0 A 32.0 A 32.0 A 36.0 A 36.0 A Max.usable current per MPPT 10.0 A 16.0 A 16.0 A 18.0 A 18.0 A Number of string inputs per MPPT 1 1 1 2 2 Output Variables(AC) Nominal power 3000 W 3600 W 4200 W 5000 W 6000 W x208 V 14.5 A 17.2 A 20.0 A 27.0 A 30.0 A Max.AC output current at:5 240 V 14.5 A 16.0 A 20.0 A 23.0 A 28.0 A 277 V 12.0 A 16,0 A 20.0 A 20.0 A 24.0 A Rated frequency 60 Hz cos phi >0.995 Number of grid phases 1 General Electrical Data Max.efficiency 96.9% 97.0% 97.0% 97.1% 97.1 208 V 96.0% 96.0% 96.0% 96.0% 96.0% CEC efficiency at: j 240 V 96.0% 96.0% 96.0% 96.5% 96.5% 277 V 96.0% 96.0% 96.0% 96.5% 96.5% Standby consumption <8W Switching plan tronsformerless SPR-3000p-TL-1 SPR-3000p-TL-1 Mechanical Data SPR-3600p-TL-1 SPR-5000p-TL-1 Features SPR-3600p-TL-1 SPR-5000p-TL-1 SPR-4200p-TL-1 SPR-6000p-TL-1 SPR-4200p-TL-1 SPR-6000p-TL-1 Display 16 characters x 2 lines LCD display Warranty 10 years Ambient temperature -25"C...+60 eC' Conformity to UL 1741,CSA-022.2 N. 107.1 A1,IEEE 1547,cCSA,, (-13°F...+140 eF) standards Additional certifications are available upon request PV array isolation control GFDI Interface RS485 Connections DC&AC:screw terminal block SPR-6000p-TL-1. 96.5%CEC efficiency at 240 VAC Cooling convective cooling,no fan 100% Protection class NEMA U ; - Noise emission <50 dB at 1 meter [€Bsx y, i DC-switch integrated E , ---200V -345V H x W x D 859mm x 325mm x 222mm 1052mm x 325mm x 222mm f (33.8"x 12.8"x 8.7") (41.4"x 12.8"x 8T') - 4aoV Sox 21.3 kg 27.0 kg o 0.2 0.4 0.6 0.3 1 Weight (47.3 lbs) (59.5 lbs) Fracdon of raced output po sler,PsdP,,,_ -P-de .g above 35'C(131°F)for SPR300Dp.TL.1,SPR3600pTL-1 and SPR4200pTL-1 aid above 50'C(122'n for SPRSODOpTL-1 and SPRd000p-TL-1 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 and trackers deliver significantly more energy than competing systems. SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of SunPower Corporation. 5 V fl pOW@f COf p.COfll 0 February 2012 SunPower Corporation.All rights reserved.Specifications included in this datasheet are subject to change without notice. 500545 Rev.B/LT EN SUNPOWER • R PANEI 20% EFFICIENCY SunPower E20 panels are the highest E , efficiency panels on the market today, SERIES providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest- efficiency panels with the highest-efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower's unique Maxeon'Mcell THE WORLD'S STANDARD FOR SOLAR" technology and advanced module TM SunPower E20 Solar Panels provide today's highest efficiency and design ensure industry-leading reliability performance. Powered by SunPower Maxeon'cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20'5 low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE � . 15% 10% 5% THIN FILM CONVENTIONAL E 0 E� _E�� MAXEONTM CELL SERIES SERIES SERIES TECHNOLOGY sunpowercorp.com Patented all-back-contact solar cell, providing the industry's highest efficiency and reliability C U`O US SUNPOWER R PANEL MODEL: SPR-327NE-WHT-D ELECTRICAL DATA I-V CURVE Measured at Standard Test Conditions ISTC):irradiance of 1000W/m2,AM 1.5,and cell temperature 25°C 7 1000 w/m2 at 50'C Peak Power(+5/-3%) Pmax 327 W 6 t000w/mts Cell Efficiency 11 22.5 5 Panel Efficiency rl 20.1 % 4 OWW/rMt2 Rated Voltage Vmpp 54.7 V t 3 Rated Current Impp 5.98 A 2 500 W/mx Open Circuit Voltage Voc 64.9 V 1 zoo w/aP Short Circuit Current ISc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 Temperature Coefficients Power(P) -0.38%/K Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. Voltage(Voc) -176.6mV/K Current(ISC) 3.5mA/K TESTED OPERATING CONDITIONS NOCT 45°C+/-2°C Series Fuse Rating 20 A Temperature -40°F to+l 85°F (-40°C to+85°C) Grounding Positive grounding not required Max load 113 psf 550 kg/m2(5400 Pa),front(e.g.snow) w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)front and back Solar Cells 96 SunPower MaxeonT'cells (e.g.wind) Front Glass High-transmission tempered glass with Impact Resistance Hail: (25 mm)at 51 mph(23 m/s) anti-reflective(AR)coating Junction Box IP-65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weight 41.0 lbs(18.6 kg) Certifications Tested to UL 1703.Class C Fire Rating DIMENSIONS 2X MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES 30[1.18] —�{ 2X 577[22.70] 180[7.07] (IN) 12X06.6[.26] 10X04.2[.17] 322[12.69] 4X 112310.8 9.091 (BI 0 oa 891H o 'o ENDS—/ N g � N 1559[61.391 46[1.81] (A) 915[36.02] 200!47.241 12[.47] 1535[60.45] Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ©2011 SunPower Corporation.SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks s u n p owe rco rp.co m of SunPower Corporation in the US and other countries as well.All Rights Reserved.Specifications included in this datasheet are subject to change without notice. Document#00155484 Rev'8/LTR EN CS 11316 I Strings of $UhPbwer ", 327 W'Onels Each,,* ring',228,9i"-Watts Array,°tota!`of 2289`1Natts All panels to be: grounded as per NEC 2,30 AMP,two,pole' DC swiictiesWbm pane"'inverter F PowerO'ne PVI-10 INVERTER 240 VAC 240 VAC`from inverter to a 30 Amp swlch near;utility ureter. e Pacifico Engineering PCP ____ Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716 EPEIGP Fax: 631-382-8236 www.pacificoengineering.com = -- solar@pacificoengineering.com April 22, 2014 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Michael Sande Section: 30 4350 The Long Way Block: 2 East Marion, NY 11939 Lot: 94 1 have reviewed the roofing structure at the subject address. The structure can support the additional weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A Mean roof height 13 ft Pitch 10 3/4 in/12 Roof rafter 2x10 Rafter spacing 16 inch on center Reflected roof rafter span 6.6 ft Table R802.5.1(1)allowable max 20.6 ft The climactic and load information is below: CLIMACTIC ANDWind Live load, Ground Speed,3 pnet30 per Point GEOGRAPHIC DESIGN Category Snow Load, sec gust, ASCE 7, Pullout Fastener type CRITERIA Pg mph psf load,Ib Roof Section A C 20 120 31 635 (2)#14-13 x4.5" DP1 Concealer Screws Weight Distribution �01F NE{N yo array dead load 3.5 psf '� NPA�,,�C ,p load per attachment 440.0 Ib co p � r -EC Ralph Pacifico, PE Professional Engineer my� �OA 066182 Ra ineer NY 0 44306 GREENLOGICO ENERGY GreenLogic,LLC Approved Michael Sande 4350 The Long Way East Marion, NY 11939 Surface#1: Total System Size:2.289kW Array Size:2.289kW 1 strings of 7 on SPR-3000p Azimuth: 158° Pitch:42° Monitoring System: SunPower X><X Panel/Array Specifications: Panel:SunPower 327w Racking: UniRac SunFrame Panel:61.39"X 41.18" Array: 184.17"X 106.32" Surface:260"X 140" Magic#: PORTSCAPE Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 15 Eco-Fasten Quickfoot LX I B 2x10"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used: Eco-Fasten,UniRac, SunPower, Power One Added Roof load of PV System:3.5psf Engineer/ itect Seal: hof- NEW Y y4%A PAIR/COQ 2� r .I n A9 Drawn By: DRV Drawing#1 of 5 Date:04/15/14 REV:A Drawing Scale: 1/4"=1.0' REENLOGICO ENERGY GreenLogic,LLC Approved Michael Sande 4350 The Long Way East Marion,NY 11939 Surface#1: Total System Size:2.289kW Array Size:2.289kW 1 strings of 7 on SPR-3000p Azimuth: 158° Pitch:42° Monitoring System: SunPower Panel/Array Specifications: Panel:SunPower 327w Racking: UniRac SunFrame Panel:61.39"X 41.18" Array: 184.17"X 106.32" Surface:260"X 140" Magic* PORTSCAPE Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 15 Eco-Fasten Quickfoot 2x10"Douglas Fir Rafter 16" NI O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:Eco-Fasten, UniRac, SunPower,Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF NEIti Y '`Q���► PA, i W 2 2�0 ossa P ROFESS% Drawn By: DRV Drawing#2 of 5 Date:04/15/14 REV:A Drawing Scale: 1/4"=1.0' iREENLOGICO ENERGY GreenLogic,LLC Approved Michael Sande 4350 The Long Way East Marion,NY 11939 Surface#1: Total System Size:2.289kW Array Size:2.289kW 1 strings of 7 on SPR-3000p Azimuth: 158° Pitch:42° Monitoring System: SunPower 1 Panel/Array Specifications: Panel:SunPower 327w Racking: UniRac SunFrame Panel:61.39"X 41.18" Array: 184.17"X 106.32" Surface:260"X 140" Magic#:PORTSCAPE 1 Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 15 Eco-Fasten Quickfoot 8 8 2x10"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: SOV NEW Y * CC W LU 0661 �2 P A9OFESS��N�. Drawn By: DRV Drawing#3 of 5 Date:04/15/14 REV:A Drawing Scale: 1/4"= 1.0' REENLOGIC" ENERGY GreenLogic,LLC Approved Michael Sande 4350 The Long Way East Marion, NY 11939 Total System Size:2.289kW 1 strings of 7 on SPR-3000p Azimuth: 158° Pitch:42° Monitoring System: SunPower Panel/Array Specifications: Panel:SunPower 327w Racking: UniRac SunFrame 18" service walkway Panel: 84.171.39"X 106.3 � y Array: 184.17"X 106.32" Surface:260"X 140" Magic#: PORTSCAPE Legend: ® SunPower 327W Panel ® UniRac SunFrame Rail • 15 Eco-Fasten Quickfoot B 2x10"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" — — — — — — — — — — Materials Used:Eco-Fasten,UniRac, SunPower,Power One Added Roof load of PV System:3.5psf Enginee ect Seal: sof- NEW PAC r I 7 SunPower 327w panels Fa 06616?- 1 661821 Power One inverter A9�FEssloNP� adjacent to main panel Drawn By: DRV Drawing#4 of 5 Date:04/15/14 REV:A Drawing Scale: 1/4"= 1.0' GREENLOGIC`' ENERGY GreenLogic,LLC Approved Michael Sande 4350 The Long Way East Marion,NY 11939 Total System Size:2.289kW 1 strings of 7 on SPR-3000p )(33LU Azimuth: 158° Pitch:42° Monitoring System: SunPower Panel/Array Specifications: Panel:SunPower 327w h4cmd LM QV. Ful WKgU List Ctv. Racking: UniRac SunFrame Panel:61.39"X 41.18" Array: 184.17"X 106.32" Ea)-FaslImGeafastmCLjddbaBa0aIe 15 Surface:260"X 140" Magic#:PORTSCAPE Eoo-FasteneBafavmQ.iddixotAuTilodc 15 Legend: Eo>PdstaiGBer c-sbmQjd-F=Flashrg 15 ® SunPower 327W Panel #141145MCamAer'SaEw 3 UniRac SunFrame Rail • 15 Eco-Fasten Quickfoot B 2x10"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface:4" Materials Used: Eco-Fasten,UniRac, SunPower,Power One Added Roof load of PV System:3.5psf Engineer/Architect Seal: of NE W Y N PACIF,c�q� r m C? 2�F%X 066182 %FrESSI�� Drawn By: DRV Drawing#5 of 5 Date:04/15/14 REV:A Drawing Scale: 1/4"=1.0' Code-Compliant Installation Manual 809 AO, I • • • • • • Table of Contents i.Installer's Responsibilities.................................................................2 Part I.Procedure to Determine the Total Design Wind Load ......................................3 • Part II.Procedure to Select Rail Span and Rail Type.............................................10 Part III.Installing SunFrame ...............................................................14 O@ U N I RAC EN Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. :•''U N I RAC Unirac Code-Compliant Installation Manual SunFrame L 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). 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. Page 2 SunFrame Unirac Code-Compliant Installation Manual ::'UNI RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the Simplified Method,for calculating the Design Wind Load for Pnet(psf) _/1KzrI pnet3o pressures on components and cladding in this document. pner(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=adjustment factor 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 Kzt=Topographic Factor at mean roof height h(ft) more than 10"space between the roof surface,and the bottom I=Importance Factor of the PV panels. This method is not approved for open structure calculations. Pn Applications of these procedures is subject to the following 30,I=1=1 =net design wind pressure for Exposure B,at height ASCE 7-05 limitations: =30, 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in 2.The building must be enclosed,not an open or partially the last 50 years. enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining 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. Page 3 6"UNI RAC Unirac Code-Compliant Installation Manual sunFrame 90(40) 100(45) 85 mph (30 m/s) 110(49) 120(54) 90mp1 (40 m/s� 90 mp (40 m/a)- ti 130(59) a 140(89) Miles per hour (meters per second) Figure 1.Basic Wind Speeds.Adapted and 130($9) applicable to ASCE 7-05.Values are nominal 1 140(43) 140{63) design 3-second gust wind speeds at 33 feet above ground for Exposure Category C. 1 54" 9(,a) $Paas►wind 10845) 1 (58} 1111(49)120(64) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Setback Length,a(ft), according to the width and height of the building on which you are installing the pv system. Table I.Determine Roof/Wall Zone,length (a) according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 IS 20 2S 30 40 50 60 70 80 90 100 12S 150 17S 200 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4 5 6 7 8 8 8 8; 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 ;3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 16 16 16` 16 20' 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 20'' 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. Page 4 SunFrame Unirac Code-Compliant Installation Manual :::U N 1 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 :5 27°) 1.. a h a` he ` k a a 'a a` .a a Gable Roof(6 5 7°) Gable Roof(7° < 0 !5 45°) h a ,.a h . l a a �a >a Via , ❑ Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 ■ Roofs-Zone 3 Source: ASCE/SEI 7-05, Minimum Design loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine Net Design Wind Pressure,pnet3o Both downforce and uplift pressures must be considered (psO in overall design. Refer to Section II,Step 1 for applying Using the Effective Wind Area(Step 2),Roof Zone Location downforce and uplift pressures.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),look up the toward the surface.Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2,page 6. Use surface. the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Page 5 ::'UNI RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pnet3o(pso Roof and Wall Basic Wind Speed V(mph) Fa(ective 90 100 IN 120 130 140 ISO 170 WlndArea Zone (s� Domilmm ,Uplift Downforce Uplift Down(p ce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downfone', Uplift Downforce Uplift 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 01 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 =37.4 16.7 -47.6 v 2 10 5.9 -24.4 7.3 -30.2 8.9 , -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 0 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7" 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 76 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 c 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33,0 11.4 -38.2 13.0 -43.9 16.7 -56.4 0 It 3 10 5.9 -36.8 7.3 -45.4 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 13.4 -13.9 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 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.4 ` 16.1 -30.2 18.5 -34.6 23.8 -44.5 tho1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48,4 20.3 -56.2 23.3 -64.5 30.0 -82.8 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 .59.3 27.3 -76.2 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.51, 23.8 -67.4 : 2 100 5.9 47.0 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 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 -60,0 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 '40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 '.36.0 -38.4 46.3 -49.3 y 1 50 12.5 -12.8 15.4 -15.9 186 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34,6 -35.7 44.5 -45.8 1 100 1 12.1 -12.1 14.9 -14.9 18.1 48.1 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 -30.3 278 -35.6 32.3 -41.2 137.0 -47.3 47.6 -60.8 in 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 N 2 100 12.1 -14.6 14.9 -18.0 18.1 41.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 w 0 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 3T.0 -47.3 47.6 -60.8 W 3 20 13.0 -16.3 16.0 -20.1 19.4 ,44.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.4 -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 -300.4 29.3 -35.3 33.6 -405 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 b 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 49.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 185 -20,4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 --37.8'! 44.2 48.6 fill 4 500 1 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 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: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Page 6 SunFrame Unirac Code-Compliant Installation Manual 0:'U N I RAC Table 3.p„.,30(psf Roof Overhang Effecave Basic Wind Speed (mph) Wind Area Zone (SO 90 100 110 120 .130 140 ISO 170 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 2 50 -20.1 -24.9 -30:1 -35.8 -42.0 -48.7 -55.9 -71.8 -0 2 100 1 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 0 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 0 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 1% 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 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 46.7 -65.7 75.5 -96.9 N 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126,9 -163.0 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 114.5 -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 W 3 100 -30.9 -38.1 -4611 -54.9 =64.4 -74.7 -85.8 -110.1 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -6$.6 -88.1 2 20 -24.0 -29.6 -35,8 -42.6 -50.0 -58.0 -665 -85.5 ,we 2 50 -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 45 3 10 -24.7 -30.5 -30 -43.9 =515 -59.8 -68.6 -88.1 r 3 20 -24.0 -29.6 -35.8 -42.6 =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 cc 3 100 1 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kat EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,&t,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE D has flat,unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Determine the Exposure Category by using the following 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/SEI7--05*defines wind exposure categories as follows: EXPOSURE E is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 ::'U N I RAC 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 Grposure (ft),look up the adjustment factor for height and exposure in Mean roof Table 4. height(ft) B C D 15 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(pst� 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:AC7-05, Minimum Design Loads for Buildings and Other Structures,,Chapter 6,Figure 6-3, p.44. Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: pnet(psf) =AKztI pnet30 pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height h(ft)(Step 5) 1=Importance Factor(Step 8) pnet3o(psf) =net design wind pressure for Exposure B,at height =30,I=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table S.Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Variable Description Symbol Value unit Step Reference Building Height h ft Building,Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph 1 Figure I Effective Roof Area sf 2 Roof Zone Setback Length a it 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet3o psf 4 Table 2,3 Topographic Factor Kzt x 5 adjustment factor for height and exposure category A x 7 Table 4'' Importance Factor I x 8 Table 5 Total Design Wind Load Net psf 9 P.p 8 SunFrame Unirac Code-Compliant Installation Manual p UNI RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind SpeedV= gions with Basic Wind Category Category Desicriptton Building Type Examples 85-100 mph,and Alaska Speed,V>I oomph Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: shelters Designated emergency preparedness communication,and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,Table 1604.5,Occupancy Category of Buildings and other structures,p.281;ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 Page 9 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series 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 Loadl,S(psf),Desi Wind Load, the reductions allowed for supports of continuous beams over P Design pner(psf)from Part I,Step multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,pner. See P(psf) = LOD+LOS'(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for P(psf) = 1.OD+1.Opnet(downforce case 2) more information on calculating the Design Wind Load. 3.Please Note:The terms rail span and footing spacing p(psf)= 1.OD+0.75S1+0.7Spner(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D+LOpnet (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. pner=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. 1 Snow Load Reduction-The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Figure 3.Rail span and footing spacing are interchangeable. S L '0an 0rA 00 tspaC'ng Oa J�e\e`vl � e�d�c QecQ jos Note:Modules must be centered symmetrically on Page the rails(+/-29,as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual 1111'U N I RAC Table 7. ASCE 7 ASD Load Combinations Demiprion Variable Dowfi(arce 1 Dawp raGmro3 units Dead Load D 1.0 x Bi,C 1.0 x psf Snow Load S 1.0 x + 0.75 x + psf Design Wind Load Pnet 0.75 x + psf Total Design Load P v� psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing W(ply Using the distributed load,w,from Part II,Step 2,look up the Determine the Distributed Load,w(p1f),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 pIf) 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 Spon w=Distributed Load (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF Sf SF SF SF SF SF SF SF SF Sf Sf Sf 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 Sf SF Sf, SF SF Sf SF Sf SF SF Sf SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF s SF< SF SF SF SF SFSF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF; SF SF SF: SF SF SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SF SF` SF SF SF' SF SF 7.5 SF SF SF SF SF SF SF SF a 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 ii SF SF 10.5 SF SF SF SF 1t SF Sf SF f SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF Page 11 1.was UNIRAC Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrarne Series Rail Span Span w=Distributed Load(plO (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF Ste SF V 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 SP 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 SP SF SF SIF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S SF SF SF SF SF SF SF SF S I F SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF $f SF SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 811 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 IO SFr SF SF SF SF 10.5 SF SF SF SF 11 SF SF SF SF 11.5 SF SF SF 12 SF SF SF I2.5 bt- 13 Sf SF 13.5 SF 14 SF Step 4: Select Rail Type Step 5:Determine the Downforce 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(lbs)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 yedfy that the building multiplying the Total Design Load,P(psf) (Step 1)by the Rail structure is strong enough to support the point load Span,L(ft)(Step 3)and the Module Length Perpendicular to forces, the Rails,B(ft). R(lbs) =PLB R=PointLoad(lbs) P=Total Design Load(psJ) 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. Np 12 SunFrame Unirac Code-Compliant Installation Manual ::'UNI RAC Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case 1,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 11.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Specific 5/e" shaft,* Force,R(lbs),requirements. gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir,South 0.46 235 enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0.46 235 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 Southern Pine 0.55 307 Thread depth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 200S,Table 11.2A,11.3.2A. Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. IPage *Use flat washers with lag screws. 13 wiml U N I RAC Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components 0 © Figure 4.SunFrame components. 0a, 0 , p 0 . 0 p- Zin _2 O _ ».ri Ion Figure S.SunFrame threaded slot rail, cross section,actual size. Page 14 SunFrame Unirac Code-Compliant Installation Manual 0 UNI RAC ORail—Supports PV modules.Use one per row of modules 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- ©Cap strip—Secures PV modules to rails and neatly ules between rails.Includes 3/8"x 11/4' bolt with flange nut for attaching L-foot or standoff shaft,and two /� frames top of array.Lengths equals rail lengths.Cap strips x 21/z'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 3B"x Sia'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 two Sne"x 31�z"lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/s"x 11/a' any cap strip segment.18-8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for QRail 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 /4!')—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 OEnd 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 OTruss-head sheet metal screw(No.8 x S/s")—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. QL-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. OL-foot bolt(3/s'x 11/a')—Use one per L-foot to secure rail to L-foot.304 stainless steel. IV Flange nut(3/s")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. AStainless steel hardware can seize up,a process called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably an anti-seize lubricant,available at auto parts stores,(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. Page 15 8La "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 alone,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 11/2-at each end of array Assumptions:l2 modules(60-xW), arranged in 3 rows of 4 modules Arraywidth =144"(36"module width x 4 modules per row) Array length=180'(60`module length x 3 rows) +3-(I W end rail width x 2 rails) +11/a"($/4'between-module r 2 width x 2 rails) =184%* 1.Laying out the installation area Array Always install SunFrame rails perpendicular to rafters.(These length ;= - Rails instructions assume typical rafters that run from the gutterN) _ to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during otn - installation.During module installation,you will need to slide ,A one module in each row about a foot beyond the end of the . rails on one side.Using the number of rows and the number of modules per row in your installation,determine the size of your array area following Figure 6. 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. Page 16 SunFrame Unirac Code-Compliant Installation Manual 0 UNI RAC 2.Installing the lowest row of L-feet and rail „ In the lowest row,it is not necessary to use L-foot adjusting °ji `W sliders,even if you plan to use them in subsequent rows.Install L-feet directly onto low profile roofing material such as asphalt shingles or sheet metal.(For high profile roofs,such as the or shake,use optional standoffs with flashing to raise L-feet. , L-feet must be flush with or above the highest point of the roof surface.) ski pih� M L-feet can belaced with the double-slotted side against the P g d� -� viii<<„ roof surface(as in Fig.7)or with the single-slotted side against q the roof(which increases air circulation beneath modules). r � tl, Module-to-roof dimensions are listed on page 15 for both ar- rangements. L feet d A If youare using Lfoot adjusting sliders,you must usethe short side of the the L foot against the roof in the lag 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 IL ® 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 achalk / of line.(A SunFrame rail can also be used as a straight edge.) lower edge 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 of first L foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L feet are against 'm the roof,lag through the slot nearest the bend in the L foot(Figs. 7 and 8). -- Cut the rails to your Utility slot for No. 10 screw array width,being sure to keep rail slots free �&I r of roofing grit or other Utility slot for��a µ debris.If your instal- hexhead bolt Slot for 3�e lation requires splices, Figure 8.L-Foot footing bolt tnm orientation. iN K itl0kfi �P H�i;t" I assemble them prior to IpgilUf4tPoiiw�m�m tx�^.-�= ""- _ attaching L-feet(see"Footing and splicing require- ments,"p.11,and"Material planning for rails and cap strips,"p.13).Slide the 3/8-inch mounting bolts into the footing slots. If more than one splice is used on a rail,slide L foot bolt(s)into the footing slot(s)of the interior rail segment(s)before splicing. Loosely attach the rails to the L-feet with the flange nuts.Ensure that rails are oriented with respect to the L-feet as shown in Figure 9.Align the ends of the rail to the edge of the installation area. ., Ensure that the rail is straight and parallel to the � a edge of the roof.Then tighten the lag screws. .ma Roof peak Figure 9.L foot orientation in conjunction with L foot adjusting sliders.The sliders include two utility slots to secure module wiring,combiner boxes,and other system components. Page 17 ago U N I RAC Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders TWo-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8-inch hex- sliders,although flashings 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. With standoffs of equal length,orient L foot to compensate for If the standoff supporting the lowest rail is 1 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 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 two 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(Ain illustration above) 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. p �—Stringer ; la "" Rail �o " Modules should always be fully supported by rails.In other words,modules should never overhang rails.This is especially critical when supporting the i short side of a non-rectangular module.When a rail supports a pair of non- rectangular modules by themselves(right),it must be supported by at least two L-feet.The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 SunFrame Unirac Code-Compliant Installation Manual U N I RAC 3.Laying out and installing the next row of L-feet With L-feet only:Position the second row of L-feet in accor- dance with Figure 10.Ensure that you measure between the lower bolt hole centers of each row of L-feet.Install the second "�-•� Module length+3b" 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 ther- 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(p.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 A=module length A Align slider . A center hole to chalk line w , Lowest row of L-feet Align slider (no footing sliders) A-3'/4" center hole to chalk line A+3/4" :a.. A+ 13/16.. A+2'/4"' Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 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 snug the upper rail(Fig.12)toward the lower rail,leaving no gap between the ends of the modules and either rail.(If pan-head } screw heads represent the true end of the modules,be sure the screw heads touch the rails on both ends.)Tighten the lag screw on that end.Slide the module down the rails,snugging the rails and tightening the remaining lag screws as you go. With L-foot adjusting sliders:Install rails on first and second rows of L-feet.Verify spacing by placing a module onto the 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. Page 19 SunFrame Unirac Code-Compliant Installation Manual UNI RAC 6.Securing the first module Gather sufficient lengths of cap strip -Cap strip screws to cover the length of the first rail.For maximum visual appeal and material conservation see"Material planning for Per ssc ble overhang: ang: rails and cap strips"(p.13). U3 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 second modules(Fig.13). The temporary gap allows the installer to place one of his feet between modules.He » �` can access the section of the cap strip he needs to secure while leaning toward the " peak of the roof.For the time being,the last module may overhang the rail by up not nstnt second to one third its width. cap lower modules $arree placed Attach the end of the cap strip with Stepping gap the cap strip screws (Fig.13,inset),so tFigure 13.Begin cap strip installation. that the upper end of the first module is secure. A The structural integrity of your array requires that cap strip screws ll e the threaded rail.Use the ca .�lY engage P strip screws supplied with your cap strips.Any substitute screws must be 1/4-20 Type F thread cutting(18-8 stainless 2 Install screws steel)and the correct length.See Table 4(pg. IS)to match screw length to the size cap strip in your installation. A Every cap strip segment must have a cap strip screw 4 inches or less from each end.If the nearest predrilled = Stehole falls more than 4 inches from any end,drill a ppin dap 1/4-inch hole 2 inches from the end and install an additional screw. Figure 14.Position and secure modules one by one. AWherever it is necessary to make a new cap strip hole, drill a 1/4-inch hole before installing the cap strip screw. 7.Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it(Fig.14).For a neat installation,use cable ties to attach excess wiring to the rail beneath the flanges.Unirac's cable ties can be attached to the SunFrame rail by drilling a 1/4-inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top.when complete,every tapping gap prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. 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. Page 21 SunFrame Unirac Code-Compliant Installation Manual :111111 UNI 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-5! 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 for Module its steel standoffs and Oate ®or Unirac flashings for its thickness g thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak varies Price List. x How do I attach SunFrame to a standing-seam metal 2'i4-±'i8- + roof? A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-5!-clamp,designed to at- tach a wide variety of products to most standing-seam metal roofs.It is an elegant solution that eliminates flashings and Ir Module thickness penetrations altogether. varies Module 2'/4-±'/8" thickness varies Standoff height (3 4 or 7" 1/8 all±�i8-) Page 23 :."UNI 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 byAAMA 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"(www.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 often(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 Unirac's 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 with Unirac's written installation instructions, for special,indirect or consequential damages 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 isVOID if Purchaser under any circumstances. 1411 Broadway Boulevard NE Page jj® U NL Albuquerque NM 87102-1545 USA 24