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HomeMy WebLinkAbout37618-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 12/18/2012 CERTIFICATE OF OCCUPANCY No: 36091 Date: 12/18/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SOLAR PANEL 2330 Brigantine Dr, Southold, Sec/Block/Lot: 79.-4-20 Filed Map No. conforms substantially to the Application for Building Permit heretofore 10/24/2012 pursuant to which Building Permit No. 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: solar panels on an existing one family dwelling as applied for. Lot No. filed in this officed dated 37618 dated 11/7/2012 The certificate is issued to Albertson, Robert & Albertson, Nancie (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37618 12/6/12 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37618 Date: 11/7/2012 Permission is hereby granted to: Albertson, Robert & Albertson, Nancie 2330 Brigantine Dr Southo!d, NYl1971 To: construct an electric Solar Panel system to an existing dwelling as applied for At premises located at: 2330 Brigantine Dr, Southold SCTM # 473889 Sec/Block/Lot # 79.-4-20 Pursuant to application dated To expire on 5/9/2014. Fees: 10/24/2012 and approved by the Building Inspector. SOLAR PANELS CO - ADDITION TO DWELLING Total: $50.00 $50.00 $100.00 Building Inspector Form Ho. 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 nature} or topographic features. 2. Final Approval from Health D~pt. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwritem. 4. Sworn statemcot from plumber certifying that the solder used in system contains less than 2/I 0 of 1% lead. 5. Commcmial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance-from archit~t 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. Certificaie 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 $5000, Businesses $5000~ 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. New Construction: Old or Pre-existing Building: N~ House No. ~.3 Street Suffolk County Tax Map No 1000, Section '~ C~ ' Subdivision P,=t No. ,ate of Pe,mit. H~alth Dept. Approval: Block t~ Filed Map. Applicant: Underwrite~ Approval: Plauning Board Approval: (check one) Hamlet Request for: Temporary Certificate Fee Submitted: $ ~1~) , .~ Final Certificate: (check one) /,~pplicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631) 765-1802 Fax (63 l) 765-9502 ro.qer, richertC, town.southold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRIClAL COMPLIANCE SITE LOCATION Issued To: Albertson Address: 2330 Brigantine Dr City: Southold St: NY Zip: 11971 Building Permit #: 37618 Section: 79 Block: 4 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LicenseNo: 43858-me SITE DETAILS Office Use Only Residential ~] Indoor ~ Basement ~ Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Sef¥icelph ~ Heat ~ Duplec Recpt ~ Ceiling Fixtures [~ HID Fixturess~ Wall Fixtures Smoke Detectors Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixtureu Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures ~ TVSS Other Equipment: PHOTOVOLTAIC SYSTEM, 4845 watt roof mounted system consisting of - 19 BenQ 255 watt panels with built in micro inverters Notes: Inspector Signature: Date: Dec 6 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] I~SUL~ATION [/~INAL '~¥~ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~-~q?~ ~ DATE INSPECTOR Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 wwwpacificoengineering.com December 4, 2012 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Robert Albertson 2330 Brigantine Drive Southold, NY 11971 Engineering Consulting Ph: 631-986-0000 Fax: 631-382-8236 engineer@pacificoengineering.com DEC 2012 Section: 79 Block: 4 Lot: 20 I have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net PERMIT NO. Examined I1['~ ,20_ I-'L Contact: Approved ti(2 20 [ 'L~ Mailto: Disapproved a/c Phone: BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form · ~ -~ I~u' dining ~'ffspector ~ L(~:~ ~ ........... 5/~ ~B APPLICATION FOR BUILDING PE~IT ~ ~ OCT 2,{ ~012 ~ Date [0/~* ,20 [~ ~ , _ I [ INSTRUCTIONS -- '-- ~ a. T~~ompletely 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 wate~ays. 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 applic~t. Such a pe~it shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pa~ for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. [ Eve~ building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or h~ not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the prope~y have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an Mdition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Depa~ment for the issuance ora Building Pemit pu~uant 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 ~ herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, ~d regulations, and to Mmit authorized inspectors on premises and in building for necessary inspections. ~gnature of applicant or name, ifa corporation) (~ailing ~ddress of applic~t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises obec4-- oac' e (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. - 4og 7-H 1. kocation of la, tld on which propose¢,work will be done: House Number k3 Street Hamlet County Tax Map No. 1000 Section ~ 6~ Block ~ Subdivision Filed MapN o. Lot State existing use and occupancy of premises and intg,nded use and occupancy of proposed construction: a. Existing use and occupancy ~')~O;~\ {~ ~[OGi It~tl b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost'~ ]0,3gq 90 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front_ Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth Rear 9. Sizeoflot: Front 10. Date of Purchase Rear .Depth Name of Former Owner Fred 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO N//~ 13. Will lot be re-graded? YES__NO ~Will excess fill be removed from premises? YES__ NO 14. Names of Owner of premisesl/,0iqor4 +,lJtln6e~w~ Address ,~)doa~ :d-q Phone No.(~31.76>5-10~ ~/. Name of Architect Address Phone No Address ,~°~,~cwwm-~d..,~m~ Phone No.¢-~l- Name of Contractor ~-3ceec~Lo9 ~o c-4--C-- ,406co ~,~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE ~ISQUIRED. 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 l0 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO M// · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFf't4s: ./~ Q,c')i~cT _/Jr/I~0 ~('~ J~ &cea~'o'~cLt'C')being duly sworn, deposes and .(Name of individual signing contract~ above named. (S)He is the (Contractor, Agent, Corporate Officer, etc.) says that (s)he is the applicant of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2.~-'~ day of OC~ O~ 2012- BARBARA A. CASCIOTTA Ilomy ~ Stem ~ ~? Y~ ~. 01~6~ ~al~d ~&ion E~ims ~ Si~na'~re of Applicant Toga F~ll Anne~ P.O. Box 1179 Southold, ~ 11971-0959 ros:ler, rlchert~.~ (wn~J~ue~.n¥ BI.m .r{[NG DEPAB'I],,I~,NT 'IX)WN OF SO~r'l'iiOT:~ _.APPLICATION FOR ELECTRICAL INSPECTIOH N~me: BY: Name; Date: Phone No.: ~t:~2o~ S~ E}<J JOBSITE INFORMATION: ( Ind cates required Information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: '~-~ (~ l ~' Tax Map District: 1000 Section:., "~C[ ' Block:, ~ Lot: _"~.~ *BRIEF DESCRIPTION OF WORK (Plea? P,rlrlt Clearly) /~., (~ LtYI-~- ~'/~ ' (Please Circle All That Apply) *la.job ready for inspection: Y~ES / ~ ,Do you need a Temp Certificate: ~ NO Temp 'Information (If needed) *Sen, ice Size: ~ *New Service: Re-connect Additional Information: Rough In Final 3Phase 100 150 200 300: 350 Underground Number of Meters Change of Service P_AYMENT DUE WITH APPLICATION 400 , Other Overhead 82-Request for Inspec~on Form Town of Southold Erosion, Sedan & Sto A$$E .MENT FORt.-'- PROPERTY LOCATION: $.C.T.M. fi: Item Number: (NOTE: A Check Mark (~) for ee~ Oeestiee is Required for a Complete AppitcMlon) Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? Ye....~ No ('rhis Item will Include all mn-off created by site cleadng end~r construction ac~vlUes as wall as all Site improvements and the permanent creation of Impervlous sun%ce~.) Does the Sit~ Plan and/or Sun/ay Show All Proposed Drainage Structures Indicating Size & Lcoa~on? This Item shall include all Proposed Grade Changes and Slopes Con,oiling Surface WatenClowi Will this Project Require any Land Filling. Grading or Excavation where there Is a Change to the Nature[ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand (5,000) Square Feet of Ground Sudace? Is there a Natural Water Coume Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') [eel of a Wetland or Beach? Will Ihore be Site pmparatian on Existing Grade Slopes which Exceed Fiitean (15) feet of Ve~cal Rise to One Handmd (100') of Horizontal Distance? Will Driveways, Packing Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Malarial; Removal of Vngatation and/of the Canstructlan of any Item Within the Town Right-of-Way or Road Shoulder Area? {This Item wilt NOT tholude the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark in the Box, e Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submllted k,r Review Prior to Issuance of Any Building Permlfl EXEMPTIONt Yes Ne, Does this project meet the minimum standards for classification asan Agricultural Project? .~ STATE OF NEW YORK, ~d ~at he/she is ~e ........................................ ~~ ............................. Owner anWor mpr~mfve of ~c Owner of Owner's, md is duly auto.ed to pc~om~ or have pe~o~cd ~c s~d work ~d to m~e ~d file ~s applicafon; ~t dl smtemenm con.ned in ~is applicon are ~e to ~c ~st offs ~o~ed~ ~d ~lief; ~d · ~ ~e wo~ w~l bc performed in ~e m~ncr s~t fo~ in ~c appS~on fled hem~& $wom to ~fore me ................ · ................... .......... No~ Public: ~_~i~ FORM - 06/07 ~a[i~ I~ S~o~ ~ _ .................... October 5, 2012 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 Robert Albertson who has engaged us to install a ground-mounted solar photovoltaic (PV) electric system for his home at 2330 Brigantine Drive Southold, NY 11971. In connection with this application, please find attached: Building Permit application · AStorm Water Assessment Run-off Form · Certificate of Occupancy Application · 2Surveysofthe Premises 4 Engineer's Reports (2 originals and 2 copies) 2 Spec. sheets of the solar panels (Ben Q255 watt) · 2 Spec. sheets of the inverter (Panels have built-in inverters) · 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/S50 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, Alexandra McNear Senior Account Manager GreenLogic LLC 631-77:1-5152 Ext. :107 ; : ' ,' ....... Tel: 877771 43}0 Fax: 877771 4320 SOUTHAMPTON/CORPORATE: CUTCHOGUE: MANORVILLE: NEW YORK CITY: ROSLYN HEIGHTS: ,;':~ ,:,lmx, R,J ;~9A ]070 Depot Lane 4(}W~oJlarid A*erme 241 6th Avenue #35 200S Service Rd #108 uti !rllrtor/ NY 11968 CuRshogue, NY ]1935 Mmorv,ll~ NY 119~19 New York, NY 10014 Rosyr': HciglEs, NY December 12, 2012 Town of Southold Building Department 54375 Route 25, PO Box 1179 Southold, NY 11971 Dear Building Inspector, I've attached here the engineer certificate and the electrical certificate for the solar system we installed for Robert Albertson, 2330 Brigantine Drive, Southold, NY, permit number 37618. We have requested an inspection for December 17th. Please close out this permit and send a certificate of occupancy once the inspection is complete. If you need anything else please let me know. Sincerely, Alexandra McNear Senior Account Manager 631-771-5152, ext. 107 877.7714330 Fax: 8777714320 SOUIHAMPTON 42! Comity Rd 39A S~:l I i i,lls ()ri, NY 11968 ROSLYN HEIGHTS 2005 Servi{{ RJ #108 Rosylr~ Helghls NY 11577 LyD~orook, New York party of the first t~rt, and ~OBERT T. ALBERTSON and NANCIE L. ALBERTSON, his wife, residing at Main Road Southold, N. Y. 11971 ~i~int~ Town of Southold, County of Suffolk and State of New York, Surveyors, Greenport, N. Y. and filed in the Office of the Clerk of the County of Suffolk on August 7, 1968, as Map No. 5147. herein, to the public highway, but excepting and reserving the fee approximately 150 feet, running westerly along said street from Lot ~7, and having a depth of not less than 150 feet northerly of Harbor Lights Drive. The Grantors herein are the same persons as the Grantees in Deed dated 2/14/64 and recorded 2/18/64 in Liber 5501, Cp. 199. ., W~ Whereof, the p~rt'/ of the first ~ar~ has duly~~ ~/~e~i~'~~ In Pr~n~ ~: ~ T~ANSF~R TAX~NEW YO~ * * Reeve STATE OF NEW YORK, COUNTY OF ~U ss: Ont~e ,~"dayof April 19 75 ,beforeme personally carom FREDERICK REESE and HAROLD REESE m ~ne known Io be the individuals described in and who executed the foregoing instru nlent, and acknowledged that they *~oc[~ STATE OF NE'~V YORK, COUNTY OF On the d~y of 19 , before me to me known, who, being by me duly sworn, did depose and say that he resides at No. that ha is the of ~ and which executed the fon~going instrUment; that he knows the seal of said corporation; that the seal affixed to saici instrument is such corporate seal; that it was so effixed by order of the board of directors of said corpora- ~on, end that he signed h name thereto by like order. STATE OF NEW YORK, COUNTY OF On the day of 19 , before me personally came to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that STATE OF NEW YORK, COUNTY OF On the day of 19 , befme me personally oame the subscribing witness to the foregoing instrument, with whom I am bemooally acquainted, who, being by me duly sworn, did depose ami say that he resides et No. ' ~ 11TLE INSURANCE COMPANYof New York PLEASE BI NOT Suffolk Count~j Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 5/25/2006 No. 40227-H SUFFOLK COUNTY Home Improvement Contractor License This is to certify that doing business as MARC A CLEJAN GREEN LOGIC LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, roles and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME NOT VALID WITtlOUT DEPARTMENTAL SEAL AND A CURRENT CONSUI~IER AFFAII}.S ID CARD IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses Director CERTIFICATE OF LIABILITY INSURANCE 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 r~r~MF;CONTACT Brookhaven A~]ency, Inc. ,,,c ....... (631) 941-4113 I ~F~. No~: (631) 941-4405 Brookhaven Agency, Inc. PHONE P.O. BOX 850 &DDREss:E'MAJL brookhaven.agency~ver· zon net 150 Main Street PRODUCER East Setauket NY 11733 INSURER(S) AFFORDING COVERAGE NAIC # iNSURED INSURER A: Torus Special y nsurance Co Greenl0gic, LEG INSURER S: Merchants Preferred Insurance Co. 425 County Road 39A, Suite 101 ~NSURER C: Commerce & Industry insurance Co. Southampton, NY 11968 INSURER D: 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. NSR I ADDISUB~ POLICY EFF POLICY EXP GENERAL EABILITY EACH OCCURRENCE $1,g0g,000 ~- COMMERCIAL GENERAL LIABILITY X 50817A121B 01/31/12 01/31/13 DAMAGE TO RENTED X I CLAIMS-MADE [] OCCUR MEDEXP(An¥oneperson) $5,000 X XCU PERSONAL & AOV INJURY $1,000,000 X CONTRACTUAL L1AB GENERALAGGREGATE ,2,000,000 (ED accidenD x ANY AUTO CAPI043565 06/12/12 06t12/13 $, ,'~,-"~u-~, X UMBRELLA L/AB X~ OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS UAB~ CLAIMS-MADE X i0817A121A 01/31/12 01/31/13 AGGREGATE $5,000,000 ~- RETENtiON ~10,000 $ ANY PROPRIETOP-/PARTN ER/EXECUTIV~ WC001602420 08/11/11 08/11/12 E L EACH ACCIDENT $1,000,000 OFFICE PJME MBER EXCLUDED? ~ N)A (Mandato~ in NH) E.L. DISEASE-EAEMPLOYEE $1,000,000 D~/SCRIPTION OF OPERATIONS below EL DISEASE - POLICY LIMIT $1,000,00~ CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD BUILDING DEPARTMENT 53095 ROUTE 25 SOUTHOLD, NY 11971 SHOULD ANY OF THE ADOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. © 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) 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~,300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 i POLICYHOLDER GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 POLICY NUMBER CERTIFICATE NUMBER 12226 371-9 203954 CERTIFICATE HOLDER TOWN OF SOUTHOLD BUILDING DEPARTMENT 53096 ROUTE 25 SOUTHOLD NY 11971 PERIOD COVERED BY THIS CERTIFICATE ~ DATE 08/11/2012 TO 08/11/2013 i 9/12/2012 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2226371-9 UNTIL 08/11/2013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 08/11/2013 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. NESIM ALBUKREK MARC CLEJAN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. U-26.3 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certJcertval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 196174675 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 No. 43858-ME 12/10/2007 SUFFOLK COUNTY DATE ISSUED: Master Electrician License This is to certify that ROBERT J SKYPALA GREENLOGIC LLC doing business as having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, roles and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A' CURRENT CONSUMER AFFAIRS ID CARD Director SURVEY OF LOT 61 MAP OF HARBOR LIGHTS ESTATES SECTION THREE / FILE No. 5147 FILED AUGUST 7, 1968 / / SITUA TED A T BAYVIEW / TOWN OF SOUTHOLD / SUFFOLK COUNTY, NEW YORK / S.C. TAX No. 1000-79-04-20 SCALE 1"=20' 1 JANUAR~ 51, 2005 AREA = 20,000.00 sq. ft. 0.459 CERTIFIED TO: ROBERT ALBERTSON NANCY ALBERTSON / / / / ~REP,~RED IN ACCOROANCE WITH THE M!NIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I,ALS AHD ,',PPROVED AND ADOPTED i'c~ SUCH USE Ci I~E' HE'.f YORK STATE ll~; 7 ASSOCIATION. N.Y.S. Lic. No. 49668 I'~tle Surveys -- Subdivisioos Site Plans -- PHONE (651)727-2090 OFFICES LOCAl-ED AT 322 ROANOKE AVENUE [i ~!VERHEAD, New York 1190: Construction Layout Fo:< (651)727 1727 MAILING ADDRESS P.O. Box 1931 ,,:rhe~d, New York 11901-0965 N 72o$~,10,, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF RqE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURV~OR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY CERBFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEE9 OF THE LENDING !NSTI- THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. s 2osa, o,' E Z:Oz' ' C°~c Gmz ' . 2O0. 00' 200. 00, 25-00,3 Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www. pacificoengineering.com October 18, 2012 Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 engineer@pacificoengineering.com Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Robert Albertson 2330 Brigantine Drive Southold, NY 11971 ,,' F;O', ED AS NOTED Section: 79 ~4fi/-~---_B P # ?.7~./~/ Block: 4 /,~ ~ ~¢ Lot: 2¢;~; ~ ~ BY ~- ~Y BUILDNG DEPARTMENT AT ~ 1802 o AM TO 4 PM FOR THE )L~ 2'WING NSPECTIONS: FO N[,A~¢ON - TWO REQUIRED ~OK PObRED CONCRETE R d]H./RFL~:NG P jVB~NG. qTRA~P~NG ELECTRICAL & CAULKING ~NSULATION FINAL. C )NS'RUCTION & ELECTRICAL MuST BE COf,!DL( 'E ~OR C 0 :,LL CONSTRUCTION SH~LL MEET THE I have reviewed the roofing structure at the subject address. The structure cl~l~8¢i~ t~e3tfd-diffpO~D~iCRl~W the roof mounted system. The units are to be installed in accordance with th-e~n~'~[ict~ClCr~i~Hl~lf~ FOR instructions. I have determined that the installation will meet the and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A mean roof height 19 ft pitch 2 in/12 roof rafter 2x6 rafter spacing 16 in CC Reflected roof rafter span 13,0 ft Table R802.5.1(1) max 13.3 ft The climactic and Icad information is below: CLIMACTIC AND Ground GEOGRAPHIC DESIGN Category 3now Load CRITERIA Pg Roof Section A C 20 Weight Distribution array dead Icad 3.5 psf Icad per attachment 37.9 lb Ralph Pacifico, PE Professional Engineer ELECTRICAL INSPECTION Wind Speed, 3 sec gust, mph 120 Liveload, pnet30 per ASCE 7, psf 61 point pullout load, lb 661 Fastener type 5/16" dia screw, 4-1/2" length LOGIC / Chimney Pacifico Engineering PC DRAWING NUMBER: Po Box 1448, Seyvflle, NY 11782 I OF 6 s3~-~-o~o ~w~. cif.:cengine~ng,~om SURFACE 1 LAYOUT *Always double check measurements GreenLogic, LLC - Approved 4.845kW ArrayPanel HeightDimensi°n =65"x39.06"~l~~~--tj" Layout 19 BenQ 255w Array Length =325" UniRac Solarmount = 159.24" Robert Albertson Azimuth = 278° Surface Dimensions = 42'7"x15'4" 2330 Brigantine Drive Pitch = 10° Magic # = N/A Southold, NY Scale 3/16" = 1.0' ISSUES/SPECIALINSTRUCTIONS PROJECT COMPONENT COUNT ~.-%~ BenQ 255w A) Attachment type and count: · Attachment Point B) Rail type and count: UniRac Solarmount , , UniRac Solarmount J I 2x6" Douglas Fir Rafters 16" On Ralph Pacifico-~:h'ofl~sional Engineer Center NYS LJc~ 066182 NJ LiC~ 249E04744300 Layout Created By: MVP Date: 9-21-12 LOGIC Chimney Paciflco Engineering PC DRAWING NUMBER: Fo Box 1448, S&y~lle, NY 11782 2 OF 6 ~URFACE 1 ATTACHMENT~c *Always double check measurements .~ GreenLogic, LLC - Approved 4.845kW Panel Dimension =65"x39.06" Layout 19 BenQ 255w Array Length =325" UniRac Solarmount Array Height = 159.24" Robed Albertson Azimuth = 278° Surface Dimensions = 42'7"x15'4" 2330 Brigantine Drive Pitch = 10° Magic # = N/A Southold, NY Scale 3/16" = 1.0' ~SSUES / SPECIAL INSTRUCTIONS PROJECT COM PON ENT COUNT BenQ 255w A) Attachment type and count: 50 Green Fasten Retro-Fit. · Attachment Point UniRac Solarmount B) Rail type and count: UniRac Solarmount I I 2x6" Douglas Fir Rafters 16" On Ralph Paci~ional Engineer Center NYS Lic~ 06~ 82 NJ Lic~ 249E04744300 Layout Created By: MVP Date: 9-21-12 LOGIC Chimney DRAWING NUMBER: 2 Circuits Paciflco Engineering PC PO BOX 1448, Sayvllle, NY 11782 3 OF 6 1 Circuit of 10 SURFACE 1 STRINGING 1 Circuit of 9 *Always double check measurements GreenLogic, LLC - Approved 4.845kW Panel Dimension =65"x39.06" Layout 19 BenQ 255w Array Length =325" UniRac Solarmount Array Height = 159.24" Robert Albertson Azimuth = 278° Surface Dimensions = 42,7,,xl 5,4- . 2330 Brigantine Drive Pitch = 10° Magic # = N/A Southold, NY Scale 3/16" = 1.0' iSSUES / SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT BenQ 255w A) Attachment type and count: · Attachment Point B) Rail type and count: UniRac Solarmount ' UniRac Solarmount I I 2x6" Douglas Fir Rafters 16" On Ralph Pacifico Professional Engineer Center NYS Lic~ 066182 NJ Lic# 249504744300 Layout Created By: MVP Date: 9-21-12 LOGIC Framing: 2x8 Douglas Fir ridge. 2x6 Douglas Fir rafters spaced 16" on center, spanning 15'4". 2x6 Douglas Fir ceiling joists spaced 16" on center. 2x4 Douglas Fir exterior wall. ~" Plywood Sheathing. Pac~flco Engineedng PC DRAWING NUMBER: PO Box 1448, Say,~lle, NY 11782 4 OF 6 SURFACE 1 FRAMING *Always double check measurements NY L~C0~182 NJLi~ 24GE04744300 GreenLogic, LLC - Approved 4.845kW Panel Dimension =65"x39.06" Layout 19 BenQ 255w Array Length =325" UniRac Solarmount Array Height = 159.24" Robert Albertson Azimuth = 278° Surface Dimensions = 42'7"xl 5'4" 2330 Brigantine Drive Pitch = 10° Magic # = N/A" Southold, NY Scale 3/16" = 1.0' iSSUES/SPECIAL iNSTRUCTIONS PROJECT COMPONENT COUNT ] BenO 255w A) Attachment type and count: · Attachment Point UniRac Solarmount B) Rail type and count: UniRac Solarmount j j 2x6'~ Douglas Fir Rafters 16" On Ralph Pacifico P~essional Engineer Center NYS LiC~ 066182 NJ LJr~ 249£04744300 Layout Created By: MVP Date: 9-21-12 LOGIC ELIMINATING THE COST OF ENERGY JOB MATERIAL LIST Material List Qty. Eco-Fasten Green Fasten Flashing 50 Eco-Fasten Green Fasten Square Aluminum Blocks 50 5/16"x4.5" SS Lag Bolts 50 5/:16" Stainless Steel Washers 50 Rail Material List Qty. UniRac Drk Solarmount Rail 16' 14 UniRac Drk Splice Bars 4 UeiRac Drk L Feet 50 Pacifico Engineering PC DRAWING NUMBER: PO Box 1448, Sayvtlte, NY 11782 5 OF 6 ~-,~-~oo ww'w.paciflcoer~needng,com MATERIAL LIST *Always double check measurements. GreenLogic, LLC - Approved 4.845kW Layout 19 BenQ 255w Panel Dimension = 65"x39.06"~ ~,, UniRac Solarmount Array Length = Robert Albertson Azimuth = -278° Array Height = 2330 Brigantine Drive Pitch = 10° Surface Dimensions = Southold, NY Scale 3/16" = 1.0' Magic#= ! PROJECT COMPONENT COUNT I: ¢- ~ BenQ 255w ;A) Attachment type and count: · AttachmentuniRac SolarmountP°int B) Rail type and count: UniRac Solarmount ! I 2x6" Douglas Fir Rafters 16" On Center Ralph Pacifico Professional Engineer Layout Created By: MVP Date: 9-21-12 NYS biC# 066182 NJ Lic# 249E04744300 LOGIC DRAWING NUMBER: 6OF6 FAST TRACK PERMIT Chimney'~ 19 BenQ 255w with 19 Solarbridge Microlnverters *Always double check measurements Pacifico Engineering PC I PO Box 1448, Say~fl[e, NY 11782 GreenLogic, LLC - Approved Layout Robert Albertson 2330 Brigantine Road Southold, NY 4.845kW 19 BenQ 255w UniRac Solarmount Azimuth = 278° Pitch = 10° Scale 3/32" = 1.0' PROJECT COMPONENT COUNT A) Number of Roof Layers: 1 B) Height above Roof Surface: 4" C) Materials Used: Eco-Fasten,Unirac,BenQ,Solarbridge D) Added Roof Load of PV System: 3.5 PSF Panel Dimension = 65"x39.06" Array Length = Array Height = Surface Dimensions = Magic # = ISSUES/SPECIALINSTRUCTIONS Attachment Point UniRac Solarmount 2x6" Douglas Fir Rafters 16" On Center Ralph Pacifico Professional Engineer NYS LiCit 066182 NJ LiC~ 249E0~7~300 Layout Created By: MVP Date: 9-21-12 AC Unison PM250MA0 Photovoltaic Module with Microinverter Hi~ ~md $~ble ~gy Out,ut Economic Safe State-of-the-art PV Module BenQ Solar AC Unison PM250MA0 AC Electrical D~a DC Temperature Coefficient DC Electrical Dam Nc~.~ Power Ouzpu~ 245WZSOW Mechanical Characteristics 22 ki (48.50 tm) High tr~nsparem ~obr dam, (tempered), 3.2 mm (0.1 ~ in) _Ope~?J n~.g.._C_? diUo__n~ ................................... W~_~m.~_ ti?_~.~ c~i~_~..'.o_~_ .......................... pV Module C,zc. sfic~0eas CEC I~ (mocl~ AUO F1q2S01~0_EIO ¢'I) [~i~,1 AU Optronics Corporndon BenQ Solar Code-Compliant Installation Manual 809 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 lype ............................................. 10 Part III. Installing SunFrame ............................................................... 14 il ::'UNIRAC Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user friendliness of this pubhcation. Please write to publi~tions @unit ac.eom. ~i: U N I RAC' Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review th/s manual thoroughly before installing your SunFrame system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SunFrame Universal PV Module Mounting system, and (2) planning and assembly instructions for SunFrame SunFrame products, when installed in accordance with this bulletln, 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"). Uulrac also provides a limited warranty on SunFrame products (page 24). SunFrame offers finish choices and low, clean lines that become as natural a part of a home as a skylight. It delivers the installation ease you've come to expect from Uulrac. Whether for pitched roofs or parking roof structures, SunFrame was designed from the outset to promote superior aesthetics. Modules are flush mounted in low, gap-free rows, and visible components match clear or dark module frames. 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 Unlrac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); · Ensuring that lag screws have adequate pullout strength and shear capacities as installed; · Verifying the strength of any alternate mounting used in lieu of the lag screws; · Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; · Ensuring safe installation of all electrical aspects of the PV array; and · Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. SunFrame UniracCode-CompliantInstallationManual i-'UNIRAC' Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. The method described in this document is va[id for flush, no tilt, SunFrame Series applications on either roofs or walls. Flush is defined as panels parallel ro the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space bet~veen the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications of these procedures is subject to the following ASCE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distributor. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 45 degrees or a [iip roof with a pitch less than 27 degrees. 6. If your installation does not conform to these requirements please contact your local Unirac distributor, a local professional engineer or Unirac If your installation is outside the United States or does not meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 for more clarification on the use of Method I. Lower design wind loads may be obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: p,et (psf) = AKzd p,et~o pnet (psf) = Design Wind Load A = adjastrnentfactorfor height and exposure category Kzt = Topographic Factor at mean roof height, h (ft) I = Importance Factor pnet30 (psf) = net design wind pressure for Exposure B, at height =30, I=1 You will also need to know the following information: Basic Wind Speed - V (mph), the largest 3 second gust of wind in the last 50years. h (ft) = total roofheightforflat roof buildings or mean roof height for pitched roof buildings Effective WindArea (sf) = minimum total continuous area of modules being installed Roof Zone = the area of the roof you are installing the pv system according to Figure 2, page 5. Roof Zone Setback Length = a (ft) Roof Pitch (degrees) Exposure Category [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be broken into steps that include looking up several values in different tables. Step 1: Determine Basic Wind Speed, V (raph) 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. Step 2: Determining Effective Wind Area Determine the smallest area of continuous modules you will be installing. This is the smallest area tributary (contributing load) to a support or to a simple-span of rail. That area is the Effective Wind Area. a-' U N I RAC' Un&ac Code-Compliant Installation Manual SunFrame Figure 1. Bc~sic Wind Speeds. Adapted and applicable to ASCE ?-05. Values are nominal design 3-second ~ust wind speeds at 33feet above ground for Exposure Category C. ~,,o) ,dao(4s 1to(4~ 1~G(54) Miles per hour (meters per second) ta~SS) Step 3: Deternflne 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/~Vall Zone, length (a) according to building width and height a = I 0 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 Height(fi) I0 15 20 25 30 40 50 60 70 80 90 I00 12S 150 175 200 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4 5 6 7 8 8 8 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8 9 I0 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 I 0 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 I 0 12.5 15 17.5 20 24 24 24 Source: ASCF~SFJ 7-05, Minimum Des/gn Loads for Buildings and Other Struaures, Chapter 6, Figure 6-3, p. 41. SunFrame VniracCode-CompliantlnstallationManual a:UNIRAC' 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 Gable Roof ( e _< 7*) Gable Roof (7° < 8 _< 45* [ Interior Zones End Zones Roofs - Zone I/VValls - Zone 4 Roofs - Zone 2/~,'Valls - Zone 5 Source: ASCE/SEI 7~5, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Corner Zones Roofs - Zone 3 Step 4: Determine Net Design Wind Pressure, pnetao (ps~9 Using the Effective Wind Area (Step 2), Roof Zone Location (Step 3), and Basic Wind Speed (Step 1), look up the appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. Both downforce and uplift pressures must be considered in overall design. Refer to Section II, Step 1 for applying downforce and uplift pressures. Positive values are acting toward the surface. Negative values are acting away from the surface. I~'- U N I ~J~C' Unirac Code-Compliant Installation Manual SunFrame Table 2. p,,t30 (psO Roof and Wall 90 I00 I I0 120 130 140 I$0 170 I I0 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 I 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 ~ I 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28,6 12.3 -33.2 14.1 -38.1 18.1 -48.9 ~ I I00 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 -a 2 I0 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 r~ 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 ~ 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51,1 18.1 -65.7 ' ~ 2 I00 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 a: 3 I0 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 2[.I -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 I00 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 I I0 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 I 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 ~ I 50 6.7 -12.5 8.2 -15.4 I0.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 ~ 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 I00 5.9 7.3 8.9 '~ 2 I0 8.4 -23.2 10,4 -28.7 12.5 -34.7 14.9 .41.3 17.S -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 eq 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 ~o 2 50 6.7 -18.9 8.2 -23.3 I0.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.S 23.8 -67.4 ~ 2 I00 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 .41.2 16.5 -47.3 2LI -60.8 ~o 3 I0 8.4 -34.3 ~0.4 -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 I 1.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -I 14.5 3 50 6.7 -29.1 8.2 -36.0 I0.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 I00 !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 I I0 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 I 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 ~ I 50 12.5 -12.8 15.4 -15,9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 .45.8 ~ I I00 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25,2 -25.2 29.3 -29.3 33,6 -33.6 43.2 ~ 2 I0 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 ~- 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 ~o 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 ~ 2 I00 12.1 -14,6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 '~ I0 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 3 13.3 '" 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 3L4 -39.4 36,0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 I00 12.1 -14.6 14.9 -18.0 18.1 -21,8 21.5 -25.9 25.2 -30,4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 I0 14.6 -15.8 18.0 -19.5 21,8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 I00 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 25.9 -28,4 30.0 -33.0 34.4 -37.8 44.2 -48.6  4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19,3 -21.5 22.7 -25.2 26.3 -29.3 30,2 -33,6 38.8 -43.2 5 I0 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 S2.0 -69.6 5 20 ~3.9 -18.2 ~7.2 -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 I00 12.4 -IS.I 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: ASCF~SE] 7~5, ~,linimum Design Loads ~or Buildings and OCher Struc~res, Chapter 6, Figure 6-3, p. 4243. 6 SunFrame UniracCode-CompliantlnstallationManual i:UNIRAC' Table 3. p.ea0 (psf) Roof Overhang /~ 90 I00 I10 120 I.t0 140 1.10 170 10 -21.0 -25.9 -31.4 -37.3 .43.8 -50.8 -58.3 -74.9 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -7L8 100 -19.8 -24.4 -29.5 -35.1 -41,2 -47.8 -54.9 -70.5 I 0 -34.6 .42.7 -51.6 -61.5 -72. I -83.7 -96.0 - 123.4 20 -27. I -33.5 .40.5 .48.3 -56,6 -65.7 -75.4 -96.8 50 17.3 -21.4 -25.9 -30.8 -36. I -4 L9 .48. I -61.8 100 - 10.0 - 12.2 - 14.8 - 17.6 -20.6 -23.9 -27.4 -35.2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 100 -27.2 -33.5 -40.6 .48.3 -56.7 -65.7 -75.5 -96.9 10 -45.7 -56.4 -68.3 -81.2 -95.3 -I 10.6 -126.9 -163.0 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 - 114.5 - 147. I -62.8 -73.7 -85.5 -98. I - 126. ~ S0 100 -30.9 -38. I -46. I -54.9 -64.4 -74.7 -85.8 - I I 0. I I 0 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88. I 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 I 0 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88. I 20 -24.0 -29.6 -35.8 .42.6 -50.0 -58.0 -66.5 -85.5 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASC~/SEI 7-05, Minimum Design Loads for 13uilding~ and Other Strdaures. Chapter 6, p, 44. Step 5: Determine the Topographic Factor, K~t For the purposes of this code compliance document, the Topographic Factor, K,r, is taken as equal to one (1), meaning, the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, Section 6.5.7 and the local building authority to determine the Topographic Factor. Step 6: Determine Bxposure Category (B, C, D) Determine the F~posure Category by using the following definitions for Exposure Categories. TheASCF,/SEI 7-05' defines wind exposure categories as follows: E~laOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. EXPOSURE C has open terrain with scattered obstruc- tions having heights generally less than 30 feet. This category includes fiat open country, grasslands, and all water surfaces in hurricane prone regions. EXPOSURE O has flat, unobstructed areas and water surfaces outside hurricane prone regions. This catego- ry includes smooth mud fiats, salt fiats, and unbroken ice. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. ~i: U N I RAC' Vnirac Code-Compliant Installation Manual SunFrame Step 7: Determine adjustment factor for height and exposure category, ~ Using the Exposure Category (Step 6) and the roof height, h (ft) , look up the adjustment factor for height and exposure in Table 4. Step 8: Determine the Importance Factor, I Determine if the installation is in a hurricane prone region. Look up the Importance Factor, I, Table 6, page 9, using the occupancy category description and the hurricane prone Step 9: Calculate the Design Wind Load, pnet (psf) Multiply the Net Design Wind Pressure, pnet30 (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Topographic Factor, K~t (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (psf) = ,Uqd p~eao pnet (psf) = Design Wind Load (10 psf minimum) = adjustment factor for height and exposure category (Step 7) -- Topographic Factor at mean roof height, h (ft) (Step 5) Importance Factor (Step 8) pn,~o (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 4.Adjustment Factor for Roof Height & Exposure Category h~g~ ~ B C I S 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Source: ASCE./$£17-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 44. D Table 5.Worksheet for Components and CladdingWind Load Calculation: IBC 2006, A$CE 7-05 Building Height h ft Building, Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 BasicWind Speed V mph I Figure I Effective Roof Area sf Roof Zone Setback Length a Roof Zone Location Net Design Wind Pressure phew30 Topographic Factor Kz~ adjustment factor for height and exposure category A Importance Factor I Total Design Wind Load pnet 2 ft 3 Table I 3 Figure 2 psf 4 Table 2, 3 x 5 x 7 Table 4 x 8 Table 5 psf 9 SunFrame Unira¢Code-CompliantInstallationManual r-UNIRAC' Table 6. Occupancy Category Importance Factor I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a Iow 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 I¥. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 I. 15 I.I 5 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 Generaf~ng Stations Water and SewageTreatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or I. 15 I. 15 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 operaf~on centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures emergency aircraft hangars Water storage facilities and pump structures required to Buildings and other structures having critical national defense functions Source: I~,C 2006, Table 1604.5, Occupancy Category of Buildings and other structures, p. 28 I; ASCEISE~ 7~5, Minimum Design Loads for ~uildings and Other Struau~s, Table 6-1, p. 77 d:U NIRAC' Unirac Code-Compliant Installation Manual SunFrame Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Galculafions, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series rail type and rail span uses standard beam calculations and srtuctural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: L Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet. See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the DeadLoad for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting A~sembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load The Total Design Load, P (psf9 is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadl, S (psf ),Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uphft case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). P (psf) = 1.OD + 1.0S1 (downforce case 1) P (psf) = 1.OD + 1.Opnet (downforce case 2) P (psf) = 1.OD + 0.75S1 + 0.75pnet (downforce case 3) P (psf) = 0.6D + 1.0pnet (uplift) D = Dead Load (ps f) S = SnowLoad (psf) pnet = Design Wind Load (psf) (Positive for downforce, negative for uplift) The maximum Dead Load, D (psf), is 5 psf based on market research and internal data. ~ 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 Facton Figure 3. Rail span and footing spacing are interchangeable. Note: Modules must be centered symmetrically on the rails (+/- 2 *), us shown in Figure 3. If this is not the case, call Unirac for assistance. SunFrame UniracCode-CompliantInstallationManual i-'UNIRAC' Table 7. ASCE 7ASD Load Combinations Dead Load D 1.0 x 1.0 x 1.0 x 0.6 x psf Snow Load S 1.0x +__ 0.75x + -- psf DesignWindLoad Pnet 1.0x +__ 0.75x +- 1.0x - psf Total Design Load P psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, ~ (plo Determine the Distributed Load, w (ply9, by multiplying the module length, B (ft), by the Total Design Load, P (psy9 and dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by two rails. w=PB w = Distributed Load (pounds per linear foot, ply9 B = Module Length Perpendicular to Rails Oct) P = Total Design Pressure (pounds per square foot, psf) Step 3: Determine Rail $~n/ L-Foot Spacing Using the distributed load, w, from Fart II, Step 2, look up the allowable spans, L, for SunFrame. There are two tables, L-Foot SunFrame Series Rail Span Table and Double L-Foot SunFrame Series Rail Span Table. The L-Foot SunFrame Series Rail Span Table uses a single L-foot connection to the roof, wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to the Part III for more installation information. Table 8. L-Foot SunFrame Series Rail Span I/t) 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 $F 5F 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 $F 5F SF 3 SF SF SF SF SF SF SF SF SF SF SF SF 5F SF SF SF 3,5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF SF SF SF 4.S SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF 7.$ SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 105 SF SF SF SF I I SF SF SF SF I I,S SF SF SF I~~' U N I RA C' Unirac Code-Compliant Installation Manual SunFrame Table 9. Double L-Foot SunFrame Series Rail Span (ti) 20 25 30 40 50 60 80 I~0 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2,5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF 5F SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 5F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4,5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF 5F SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF 5F 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 5F SF SF SF SF 8 SF SF SF SF SF SF SF SF 8.5 SF 5F SF SF SF SF SF 9 SF SF SF SF SF SF 9,5 $F SF SF SF SF SF I0 SF SF SF SF SF 10.5 SF SF SF SF I I SF SF SF 5F I 1.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF [3,5 SF 14 SF Step 4: Select Rail Type Selecting a span affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the instaUer's resnonsibiUtv to verify that the builclln~ structure is strone enoueh to suooort the ooint load forces. Step S: Determine the Downforee Point Lood, R (lbs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R (lbs) on the roof structure. The Downforce, Point Load, R (lbs), is determined by multiplying the Total Design Load, P (psf) (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B fit). R (lbs) = PLB R = PointLoad (lbs) P = TotaIDesign Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calcniated according to Step 5. SunFrame UniracCode-CompliantlnstallationManual =i"UNIRAC' Table I 0. Downforce Point Load Calculation Total Design Load (downforce) (max of case I, 2 or 3) P Module length perpendicular to rails B Rail Span L psf Step I x ft 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 I I. Uplift Point Load Calculation Total Design Load (uplift) P Module length perpendicular to rails B x Rail Span L x psf Step I ft ft Step 4 Uplift Point Load R lbs Table 12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Lag screw spedficat~ons Spedfic s/6" shaft* gravity per inch thread depth Douglas Fir, Larch 0.50 266 n Douglas Fir, South 0.46 235 Tdher~l~~ Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 235 Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 23S Southern Pine 0.55 307 Spruce, Pine, Fir 0.42 20S Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and I~IEL) 0.50 266 Sources:American Wood Coundl, ND5 2005, Table I 1.2A, I 1.3.2A. Notes: (I) Thread must be embedded in the side groin ora miler or other structural member integral with the building srructore. (2) Log boks must be located in the middle third 0fthe structural member (3) These values are not valid for wet service. (4) This table does not include shear cappdt/es, if necessary, contocZ a local engineer to sped~ lag bolt size w~ regaM to shear forces. (5) Install lag be~ with head and washer flush to surface (no gap). Do not over-ton~ue. (6) W'~dtowal design values for lag screw connections shali be multiplied by applicable ed)ustrnent factors if necessar~ See Table I 0.3. I in the American Wood Council ND $ for Wood Construction. *Use flat washers with lag screws. Use Table 12 to select a lag bolt size and embedment depth to satisfy your Uplift Point Load Force, R (lbs), requiremems. It is the instailer's responsibility to verify that the substructure and attachment method is strong enough to support the maximum point loads calculated according to Step 5 and Step 6. · ~=UNIRAC UniracCode-CompliantInstallationManual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components : Figure 4.$unFrame components. Figure $.Su~l~rarae threaded slot rail, SunFrame UniracCode-CompliamInstallationManual UNIRAC' O Rail--Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16-foot lengths. 6105-T5 alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. O Cap sh'ip-- Secures PV modules m rails and neatly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modules. Shipped in 8- or 16-foot lenghs. Predrllled every 8 inches. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Cap strip screw (1/4-20 x 1, Type F thread cutting) --Use to secure each cap strip (and PV modules) to rail, one per predrilled hole. Use an additional end screw wherever a predrilled hole does not fall within 4 inches of the end of any cap strip segment. 18-8 stainless steel, clear or black to match cap strip. Rail splice--Joins rail sections into single length of rail. It can form either a rigid or thermal expansion joint. 8 inches long, predrilled. 6105-T5 aluminum extrusion, an- odized (clear or dark bronze) to match PV module frame. Self-drilling screw (No. 10 x ¥4")--Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. O End caps -- Use one to neatly close each rail end. UV resistant black plastic. Truss-head sheet metal screw (No. 8 x s/s") --Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. L-foot--Use to secure rails either through roofing mate- rial to rafters, to L-foot adjusting sliders, or to standoffs. 610S-TS aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Double L-foot is also available. L-foot bolt (3/s" x 1 i/4')-- Use one per L-foot to secure rail to L-foot. 304 stainless steel. Flange nut ( 3/8" ) -- Use one per L-foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. L-foot adjusting slider (optional) --Use one beneath each L-foot or aluminum two-piece standoff, except in lowest row. 6105-T5 aluminum extrusion. Sliders allow easier alignment of rails and better snugging of PV mod- ules between rails. Includes 3/8" x 11/d' bolt with flange nut for attaching L-foot or standoffshaft, and two s/~,, x 21/2" lag bolts with flat washers for securing sliders to rafters. O Flattop standoff (optional)--Use if L-foot cannot be secured directly to rafter (with tile or shake roofs, for example). Use one per L-foot. Two-piece (pictured): 6105-T5 aluminum extrusion. Includes 3/~,, x ~/4" serrated flange bolt with EPDM washer for attaching L-foot, and two sa6" x 3 la" lag bolts. One-piece: Service Condition 4 (very severe) zinc-plated welded steel. Includes ¥8" x 1 bolt with lock washer for attaching L-foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for both standoff types. Installer supplied materials: Lag screw for L-foot--Attaches L-foot or standoff to rafter. Determine length and diameter based on pull-out values in Table 3 (page 8). If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screws are provided with L-foot adjusting sliders and standoffs. Waterproof roofing sealant--Use a sealant appropriate to your roofing material. Clamps for standing seam metal roof~See "Frequently Asked Questions...' (p. 16). Stainless steel hardware can sei~e up, a process called galling. To significantly reduce its likellhood~ (1) apply lubricant to bolts, preferably an anti-sei~e 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 va~v. unirac, com. [~=' U N I RA C' 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 materiai cunservation. B. Installing footings and rails, beginning with the lowest row and moving up the roof. C. Placing modules and cap strips, begimfing 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. Fooriogs must be logged into structural members. Never attach them to the decking Aaione, which leaves both the array and raofsusceptlble to severe damage. For array widths or lengths greater than 4greet, see instruction manual 908.1 concerning thermal expansion issues. Sample layout, illustrated in Figure 4 Assumptions: 12 modules (60 arranged in 3 rows of 4 modules Array width = 144' (36' module width x 4 modules per row) Array length -- 180 ' (60 ' module length x 3 rows) + 3 ' ( 1 Va' end rail width x 2 rails) + 1V2' (¥,*' between-module rail width x 2 rails) = 184Va ' 1. Laying out the installation area Always install SunFrame rails perpendicular to rafters. (These instructions assume typical rafters that run from the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails are typically mounted horizontally (parallel to the lower edge of the roo0, and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size of your array area following Figure 6. 1 Y2 ~ at each end of array Roof peak Module width (module width times modules per row) Rails Figure 6. Installation area layout. Note: Module length is not neces- sarily meosured from the edges of the frame. Some frames have lips. Others are assembled with pan-head screws. All such features must be included in module length. SunFrame UniracCode-CompliantInstallationManual i-'UNIRAC' 2. Installing the lowest row of L-feet and raft In the lowest row, it is not necessary to use L-foot adjusting sliders, even if you plan to use them in subsequent rows. Install L-feet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as tile or shake, use optional standoffs with flashing to raise L-feet. L-feet must be flush with or above the highest point of the roof surface.) L-feet can be placed with the double-slotted side against the roof surface (as in Fig. 7) or with the single-slotted side against the roof (which increases air circulation beneath modules). Module-to-roof dimensions are listed on page 15 for both ar- rangements. AIfyou are using L-foot adjusting sliders, you must use the short side of the the L-foot against the roof in the first row. gee Figure 9 below. If you are using both L-foot adjusting sliders and standoffs, see the upper box on page 11. Log ~ Install the first row of L-feet at the lower edge of the instal- lation area (Fig. 8). Ensure feet are aligned by using a chalk line. (A SunFrame rail can also be used as a straight edge.) Position the L-feet with respect to the lower edge of the roof as illustrated in Figures 7 and 8. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the lag screws. Seal the underside of the L-feet with a suitable weatherproof sealant. Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L-feet are against the roof, lag through the slot nearest the bend in the L-foot (Figs. 7 and 8). L feet // //// / /t / in the L-foot ,, , L Figure Z Placement of first L-foot row. Roof peak Utility slot for ~/~4'' Utility slot for No. 10 screw oting boltJ '--' Roof peak Cut the rafts to your array width, being sure to keep rail slots free of roofing grit or other debris. If your instal- lation requires splices, F/gure 8. L-Foot orientation. assemble them prior to 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 edge of the roof. Then tighten the lag screws. Figure 9. L-foot orientation in conjunction with L-foot adjusting sliders. The sliders include two utility slots to secure module wiring, combiner boxes, and other system components. a= U N i RA C' Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing sliders, although flashings may not be available to cover the entire length of the slider. Use the bases of the standoffs only in the lowest row. In subsequem rows, attach the shaft With standoffs of equal length, orient L-foot to compensate for height difference. of each standoff to the slider using the slider's ys-inch hex- head bolt. Note that L-feet are positioned long side up on the lowest rows and with long side down in subsequent rows-- in the same manner as an installation with no standoffs. If the standoff supporting the lowest rail is 1 inch miler than the standoffs on the footing sliders, place both L-feet in the same orientation--either both long side up or both short side up. ~-- L-foot I ~ II II II I ~. Th/s example assumes a rail seven tines the length of the shaded areas. If more than one splice is used, be sure the footing sparing (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. While short sections of rail are structurally permissible, they can usually be avoided by effective planning, which also pro- motes superior aesthetics. See "Material planning for rails and cap strips" (p. 13). The installer is solely responsible for ensuring that the roof and its structural members can support the array and its live loads. For rail lengths exceeding 48feet, thermal expansion joints may be necessary. Please contact Unirac. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially step 4). Foot spacing must never exceed 48 inches. 3. Do not locate a splice in the center third of the span between two adjacent feet. 4. In a spliced length of raft, all end sections must be sup- ported by no less than two L-feet. 5. All interior raft sections must be supported by no less than one L-foot. 6. Imerior rail sections supported by only one L-foot must be adjacent, on at least one side, to a rail section sup- ported by no less than two L-feet. Z Raft sections longer than half the footing spacing re- quire no fewer than two L-feet. 2. Overhang (B) must be no more than half the length of the maximum footing spacing (A). For example, ff Span A is 32 inches, Overhang B should not exceed 16 inches. Modules should always be fully supported by mils. In other words, modules should never overhang rails. This is especially critical when supporting the short side ora non-recmnguinr 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 SunFrame UniracCode-CompliantInstalladonManual U NIRAC' 3. Laying out and installing the next row of L-feet With L-feet only: Position the second row of L-feet in accor- dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L-feet. Install the second row of L-feet in the same manner and orientation as the first row, but leave the lag screws a haft turn loose. Be aware of the set-up time of your sealant; the L-feet will not be fully tight- ened until Step. 4. with L-foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or pan-head screws in its frame. Attach and seal L-foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L-foot with its short side up to each slider. Figure 10. L-foot separal~on. See the note on module length in the caption ofFigure 4 (p, 9). Roof peak '~ A: module length ~ A ~ ~ ~ ! [-- Align slider ~-,, ~, A ~ / center hole ~ ~ to cholk line Lowest row of L-feet ~ ~ ~-~-~'\ 'Align slider ~.~,~ (no footing sliders) ' ~ / ~~ A-31/4'' - \ ce~terh°irlee ~ 'l~,4 to chalk line A z /4 betweenrowsplacesL-feetatthecenteroftheiradjustmentrange. 4, Installing the second rail With L-feet only (Fig. 12): Install and align the second rail in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and 35 fora-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. glide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L-foot adjusting sliders: Install rails on first and second rows of L-feet. Verify spacing by placing a module onto the rails at several points along the row. Adjust L-foot positions as needed. Figure 12. Position and secure top rail 5. Installing remaining L-feet and rails Install the L-feet and the rails for the remaining rows, follow- ing Steps 3 and 4. You may use the same module to space all the rows. When complete, confirm that: · All rails are fitted and aligned. · Ail footing bolts and lag screws are secure. · The module used for fitting is resting (but not se- cured) in the highest row. d~U N I RAC' Unirac Code-Compliant Installation Manual SunFrarae Material planning for rails and cap strips Preplanning material use for your particular array can prevent structural or aesthetic problems, particularly those caused by very short lengths of rail or cap strip. This example illustrates one approach. Structural requirements for rails are detailed in "Footing and splicing requirements" (p.ll). Structurally, cap strips require: · A screw in every prepunched hole (which occur every 8 inches, beginning 4 inches from the ends of the rails). · One screw 4 inches or less from the each end of every rail segment. Wherever there is no prepunched hole within 4 inches of an end of a segment, drill a 1/4-inch hole 2 inches from the end of the segment and install a cap strip screw. (In most cases, you can avoid this situation with good material planning.) Structural requirements always take precedence, but usually good planning can also achieve both material conservation and superior aesthetics. This example conserves material and achieves two specific aesthetic goals: · Cap strip screws must align across the rails. · End screws must be equidistant from both sides of the array. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205-inch raft assemblies and cap strip assemblies need to be cut and spliced from 192-inch sections of rail and cap strip. The example illustrates one means of doing so, without violating structural requirements or aesthetic goals. Rail segments come from five 192-inch lengths, lettered A thru E. Rail A, for example, is cut into two 96-inch segments, with one segment spliced into each of the first two rafts. Similarly, five 192-inch cap strips are designated V through Z. All cap strip segments are cut at the midpoint between prepunched screw holes. For each rail, start with the cap strip segment that crosses the array center line, and position over the center line so that the appropriate holes are spaced equally on either side. Position each cap strip onto its rail and mark its trim point. Remove and trim before final mounting. Preliminaryfootin~ and splice positions must be checked a~aiust structural requirements in "Footing and splicin~ requirements" (p.11). In this example, the center of the array is offset 2 inches from the center ~ rafter. This prevents rail splices BD (3rd rail) and CE (4th rail) ftom fallin~ too close to the center of the spans between footings (Requirement3, p. 11). Because foot- in~s are not visible from ground level, there is negligible aesthetic loss. A Array center line " C 83" " · " · *W112'* *" · * B 83" ] ,," * V 80" * A 96" .....,, w 8o". 'i! .... !! · Trim line (array edge~I o!j X 'l · lst cap strip J E 122" iii J 4th rail · j J, X 96" *jj * 2ndcap strip j D 122" 3rd rail ~J, Y 128" .,,,", ·J 3rd cap strip ,,Il,, C 109" ,,"!!I 2nd rail " J · ~jZ128" · ,, 4th cap strip Usable remainder: D, 70"; E, 70"; Y, 64"; Z, 64" SunFrame VniracCode-CompliantlnstallationManual ~i-'UNIRAC 6. Securing the first module Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum ~sual appeal and material conservation see "Material planning for rails and cap strips" (p. 13). Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporary gap allows the installer to place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the cap strip screws (Fig. 13, inset), so that the upper end of the first module is A T he structural integrity of your array requires that cap strip screws fully engage the threaded rail. Use the cap strip screws suppl~ed with your cap strips. Any substitute screws must be 1/~-20 ~/pe F thread cutting (18-8 stainless steel) and the correct length. See Table 4 (pg. 15) to match screw length to the sm cap strip in your installation. AEvery cap strip segment must have a cap strip screw 4 inches or less from each end. If the nearest predrilled hole falls more than 4 inches from any end, drill a %-inch hole 2 inches fram the end and install an additional AWherever it is necessary to make a new cap strip hole, drill a ~-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 instafi 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 ¼-inch hole in the rail and pushing the end of the tie into the hole. Continue the process until ail modules in the top row are in final place and secured from the top. When complete, every prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. 8. Installing the remaining modules row by row Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail, securing the bottom of the lowest module row. Figure 13. Begin cap strip installation. Figure 14. Position and secure modules one by one. Figure 15. As modules slide into place, the stepping gap shifts, always allowing access to the section of cap strip being secured. d" U N I RAC' Unirac Code-Compliant Installation Manual Sunrrame Figure 16. End cap installa~on. 9. Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided (Fig. 16). Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be 'A-20Type F thread cutting ( 18-8 stainless steel). .Module thkkness or ~e Cap strip Required screw inches mm cross section Cap strip size leng~ (inches) 1.34-1.42 34-36 1.50-1.57 38-40 ~ D %" 1.77- 1.85 45 -47 T~ F I" 1.93-2.01 49-51 T~ E 1¼" Sharp lipped modules ~ ~,~ G I" Sanyo lipped modules SunFrame UniracCode-CompliantlnstallationManual i:UNIRAC' Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array?. The answer depends on the orientation of your L-feet and the length of your standoffs, if used. See the illustration ap- propriate to your installation. How can I seal the roof penetration required when standoffs are lagged below the roofing material? Many types and brands of flashing can be used with Sun- Frame. Unirac offers an Oatey® "No-Calk" flashings for its steel standoffs and Oatey® or Unlrac flashings for its aluminum two-piece standoffs. See our SunFrame Pro-Pak Price List. How do I attach SunFrame to a standing-seam metal roof?. A good solution comes from Metal Roof Innovations, Ltd. (MRI). They manufacture the S-5!TM clamp, designed to at- tach a wide variety of products to most standing-seam metal roofs. It is an elegant solution that eliminates flashings and penetrations altogether. i Module SunFrame L-feet will mount to the top of the S-51 damps with the a/o-inch stainless steel bolt provided with the S-5! See www. s-Ssolutions.com for different clamp models and details regarding installation. When using S-S! damps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MPd specifications regarding wind loads, etc.211 ~ /f Module ~ J thickness j varies ~ 7lsd+ ~/8~ Module thickness varies t Standoff height (3', 4~, 6', or 7# all _+ 1/8-} U N I RAC' Vnirac Code-Compliant Installation ManualSunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty ("Purchaser") of product(s) that it manufactures ("produce") at the original installation site that and workmanship for a period of :eh ( I 0) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or for a period of five (5) years, from the earlier of I) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded. The Finish Warranty isVOID if the practices specified by Aa, HA 609 & 610-02 - "Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamaner-org) are followed by Purchaser. ThisWarranty does not cover damage to the Product that occurs during its shipment~ storage, or installation. ThisWarranty shall beVOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shali repair or replace the defective Product, or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to tflis limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Planufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. ,,,,,UNIRAC 1411 Broadway Boulevard NE Albuquerque NM 871o2-1545 USA