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No: 37473 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building SOLAR PANEL Location of Property: 100 Harbor Rd, Orient, Date: 3/17/2015 3/17/2015 SCTM #: 473889 Sec/Block/Lot: 27.4-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2013 pursuant to which Building Permit No. 38270 dated 8/20/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted electric solar panel system on an existing one family dwelling as applied for. The certificate is issued to Wedge, John & Markel, Jeanne (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38270 12/16/2013 PLUMBERS CERTIFICATION DATED Authorized Signature ,,,Oat TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'a 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 #: 38270 Date: 8/20/2013 Permission is hereby granted to: Wedge, John & Markel, Jeanne 9 Terrace Hts NY 10536 To: install a roof mounted electric solar panel system as applied for At premises located at: 100 Harbor Rd, Orient SCTM # 473889 Sec/Block/Lot # 27.-4-3.1 Pursuant to application dated 8/15/2013 To expire on 2/19/2015. Fees and approved by the Building Inspector. SOLAR PANELS CO - ALTERATION TO DWELLING Total: Building Inspector $50.00 $50.00 $100.00 t t F3$ '7r Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT U' TOWN HALL "[3 765-1802 Q , 710 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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. -7 (3 (--k New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: [0c)Ha f Ill ` Q -O OL6 , `I l 6k e nT House No. Street Hamlet Owner or Owners of Property: J e oL one t ' 1 a V_ e - Suffolk County Tax Map No 1000, Section J-7 Block Ll Lot I Subdivision cFiled Map. Lot: Permit No. %off Date of Permit. -Zb - I _ Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: `� (check one) q P rY Fee Submitted: $ pplicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roger.riche rt(a_town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Markel Address: 100 Harbor Rd City: Orient St: NY Zip: 11957 Building Permit #: 38270 Section: 27 Block: 4 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43858 -me Residential Commerical New Addition Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: X Indoor Outdoor Renovation Survey SITE DETAILS Office Use Only X Basement X 1 st Floor 2nd Floor Attic Service Only Pool Hot Tub Garage panels, 2-8000m Sun Power inverters Notes: Inspector Signature: ti` Date: Dec 16 2013 81 -Cert Electrical Compliance Form.xls INVENTORY Heat Duplec Recpt Ceiling Fixtures HID Fixtures Hot Water GFCI Recpt Wall Fixtures Smoke Detectors A/C Condenser Single Recpt Recessed Fixtures CO Detectors A/C Blower Range Recpt Fluorescent Fixture Pumps Appliances Dryer Recpt Emergency FixtureSL Time Clocks Switches Twist Lock Exit Fixtures TVSS roof mounted PHOTOVOLTAIC SYSTEM, 10.5 KW, to include 42 -Sun Power 250 panels, 2-8000m Sun Power inverters Notes: Inspector Signature: ti` Date: Dec 16 2013 81 -Cert Electrical Compliance Form.xls James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino March 21, 2012 Mr. Robert Herrmann En -Consultants 1319 North Sea Rd. Southampton, NY 11968 oF so�lyo� � O NV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: JEANNE MARKEL & JOHN CHRISTIAN WEDGE 100 HARBOR RD., ORIENT SCTM#27-4-3.1 Dear Mr. Herrmann: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., March 21, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #7608 to authorize the installation of solar panels on the proposed dwelling; remove the previously propos4d pathway within 100' of wetlands; reduce total site clearing from 4,082 sf. to 741sf.; and relocate the proposed drinking water well farther seaward than the existing well, and as depicted on the site plan prepared by P.W. Grosser Consulting Engineer and Hydrogeologist, P.C. last dated February 21, 2012 and stamped approved on March 21, 2012. This is not a determination from any other agency. Sincer , 000 Jam F. King, Presid int Board of Trustees JFK:Ims BOARDOF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7608 DATE: AUGUST 24, 201.1 ISSUED TO: JEANNE MARKEL &JOHN CHRISTIAN WEDGE PROPERTY ADDRESS: 100 HARBOR ROAD, ORIENT SCTM# 274-3.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Au ,gust 24, 2011, and in consideration of application fee in the sum of $250.00 paid by Jeanne Markel & John Christian Wedge and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove existing two-story, one -family dwelling, garage and deck, and construct new two-story, one -family dwelling with attached decks; construct retaining wall and place approximately 40, cubic iii -6 fill within 100' of wetlands to achieve proposed grades more than 50' from wetlands; clear approximately 783 square feet of existing wooded area within 100' of wetlands to establish yard and pervious dirt pathway more than 50' from wetlands; re -vegetate and maIntkin as landscape buffer approximately 1,128 square foot of existing cleared area within CERA; replace drinking water well; and establish stormwater retention basin and other components of drainage system; and as depicted on the site plan pti pare f- hr' `telte Ar �tiitects, last da d` l�fi6*66ber 16, 2011, and stamped approved' on Nov ethher 18, 2111; and also as depicted on the drainage plan prepared by F.W. Grosser Consulting Lngineer & Hydrogeologrst, P.C., last dated July 20 2011, and stamped approved on NovetiBer'18, 2011. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents *to ber subscribed by a majority of the said Board as of this date. John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee # 0975C oF so�jyo� �O � iQ �COUNri s BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE Date: May 6, 2014 THIS CERTIFIES that the removal of existing dwelling garage and deck; construction of new dwelling with solar panels with attached decks; construction of retaining wall placement of 40 cy. of fill; existing cleared area within CEHA re -vegetated and maintained as a landscaped buffer approx. 1,128sq.ft., replacement of drinking water well, establishment of stormwater_ basin and other components of drainagesystem At 100 Harbor Road, Orient, New York Suffolk County Tax Map # 274-3.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 2, 2011 pursuant to which Trustees Wetland Permit #7608 Dated August 24, 2011, was issued and Amended on March 21, 2012 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing dwelling• garage and deck; construction of new dwelling with solar panels with attached decks; construction of retaining wall,• placement of 40 cy. of fill; existing cleared area within CEHA re -vegetated and maintained as a landscaped buffer aunrox. 1 128sq ft • replacement of drinking water well,• establishment of stormwater basin and other components of drainage system. The certificate is issued to JEANNE MARKEL & JOHN CHRISTIAN WEDGE owner of the aforesaid property. Authorized Signature Pacifico Engineering PCEngineering Consulting 700 Lakeland Ave, Suite 2B __ Ph: 631-988-0000 Bohemia, NY 11716 j] G P Fax: 631-382-8236 kI www.pacificoengineering.com -- engineer@pacificoengineering.com November 14, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Jeanne Markel 100 Harbor Road Orient, NY 11957 Section: 27 Block: 4 Lot: 3.1 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 q 1k SEW P P�eN PAC co `O i X6618' 1 '7 A'90P SSto Ralph PaO , nal Engineer NY 066182 / NJ 24GE04744306 FIELDIlv3PEC1'�QN REPORT FOUNDATION (1ST) DATE COIVIlVIENTS �ro -� G � FOUNDATION (2ND) ROUGH FRAMNQ & PLUMBING U O - 1M c o �V INSULATION PER N. Y. STATE ENERGY CODE • N FINAL H y •. '66 c ADDITIONAL COMMENTS f OL �-r,�►-e.ct vim- � �- 1 Trn1 1 O UI r� ,TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Exam Apprc Disapp,vvcu tvu 20L 20-0— Expiration 20- >>— nFAUG 14 2013 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 5S�P7i ec-6z& - uil tng Inspector 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 Contact: Mail to: Phone: TION FOR BUILDING PERMIT Date J 0 o INSTRUCTIONS BLDG. DEPT. a Thifl't'l�i mpletely 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. G veeriLop tc Lt -C. (Signature of applicant or name, if a corporation) q55 C'ct r, Pd S( su I-V- (Mailing V-( iling a dress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If applicant is a (Name 11 Jeame- Ma(-ke,1 (As on the tax roll or latest deed) ature of duly authorized officer title of corporate officer) Builders License No. L-{ o �— — �A Plumbers License No. �v / A Electricians License No. IT 3g 5g- H Other Trade's License No. -,VI P 1. Location of land on which House Number Street work will be done: Hamlet County Tax Map No. 1000 Section_ 027 Block Lot Subdivision Filed Map No. 3.1 Lot 2. State existing use and occupancy of premises and a. Existing use and occupancy '1q-� b. Intended use and occupancy use and occupancy of proposed construction: .j h ow.\P Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work 4. Estimated Cost t " 9 1& 15 Fee (To be paid on filing this application) Number of dwelling units on each floor 5 If dwelling, number of dwelling units If garage, number of cars Alteration (Description) 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 Rear Depth Height Number of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 10 15 Name of Former Owner ' G 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—Z 13. Will lot be re -graded? YES NO /Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Sm Name of Contractor-F,=kaoic U -C. Address's' ,` h};�gcI Phone No.&'o 1'-7'1-5IS� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESy NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE QUIRED.—(`e�,UeE1 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 6 k being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. Swom to before me this day of LX- 20 Z RCAB�f�%F 1kFl Notary Public, Stbtfe of N w York No. 010R6046671 Qualified in Suffolk County Ccrr,mission Expires August 21, 20 nature of Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971.0959 Telephone (6311)) 7965-1802 rover riche o n.soutti0% nv us BUR DING DEPAR'nUM TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- , qi�,� M Date: d r 31 ,?, Company Name: 4e i Name- S License No.: !-I --ZSl r-, Q _ M No.. r.21 I . JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �_ I ^ ^ A 1 -1 - _%_ llif4fttl (Please Circle All That Apply) Is job ready for inspection: *Do- you need a Temp Certificate: Temp information (lf. needed) *Service Size: 1 Phase *New Service: Re -connect Additional Information: 82 -Request for Inspection Form YES/6) (@ NO - Rough in 3Phase 100 150 200 300 360 400 Underground Number of Meters Change of Service PAYMENT DUE WITH APPLICATION Final Other Overhead d�.At- Town of Southold Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM PROPERT1r LOCATION: S.C.T.M. M THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 3.1 STORM GRADING, DRAINAGE AND EROSION CONTROL PLAN �.y 9p1 'app a� y -WATER, CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? Will this Project Retain All Storrn-Water Run -Off (include Total Area of all Parcels located within Generated by a Two (21) Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S.F. / Ages) (This item will include all run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all andlor Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (S.F. r Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show Proposed / E BRIEF PROJECT' P'I'ION provwe Ada"0"d�'s�"�tle0) PROVIDDFSCRI Drainage Structures Indicating Size & Location? Item shall Include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. g Does the Site Plan and/or Survey describe the erosion Zo and sediment control practices that will be used to control site. erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling, Grading or / Excavation where there Is a. change to the Natural ❑ Existing Grade Involving more than 200 Cubic Yards —✓ of Material within any Parcel? es a / Will this Application Require Land DisturbingActivitiV/ Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the / Site? Is this Project within the Trustees jurisdiction V/ or within One Hundred (I OV) feet of a Wetland or General DEC SWPPP Requirements: Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one (1) or more aces; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes / are part of a larger common plan that will ultimatelyra disturb one or moacres of land; which Exceed Fifteen (15) feet of Vertical Rise to ✓ including Construction activities involving soil disturbances of leas than one (1) acre where One Hundred (109) of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. (SMPP's Shall most ft Minimum Requirements of the SPOES General Permit 8 Will Driveways, Parking Areas or other impervious for Storm Water Discharges from Construction anavity - Permit Na GP.0. MI.) Surfaces be Sloped to Direct Storm -Water Run -Off ❑ 1. The SWPPP stall be prepared prior to the submittal of the NOT. The NO] shall be Into and/or in the direction of a Town right-of-way.> meet o �siructlonactice andw 2. The SWPPP ahM describe the erosion eM sediment control practices and where 2. Thesubmilled to its Department prior er then and sediment Will this Project Require the Placement of Material, / g 1 required, post -construction storm water managenant practices that will be used and/or Removal of Vegetation and/or the Construction of any a constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right -of -Way or Road Shoulder compliance with the terms and conditions of this permit. in addition, the SWPPP Shall identify potential sources of pollution which may reasonably be expected to affect the Area? ffids Item will NOT Include the handadon of Orhnway Aprons.) quality of atOmn water discharges. 3. AN SWPPPs that require the post-crostnwibn storm water management practice NOTE: N Any Answer to Questions One through Nine b Answered with a Check Mar 1^ a Nat and the construction site disturbance is between 6,000 S.F. d 1 Awe to ares, component shall be prepared by a qualified Design Professional Licensed in New York a Storm4gater, Grading, Drainage 6 Erasion Control Wan is Required by the Town of Southold and Must be Submitted for Review Prior to Issuance of Any Building Parmft that is knowledgeable fit the principles end practices of Storm Water Management. (NOTE: A Chedt rthrk (,f) and/or Answer for each Question Is Powked fors Complete AWleafon) STATE OF NEW YORK, vt� C)OUNTY OF . .......... ............... SS that I, .....�.Y... S 1( ' v (� ��,, ........... being duly sworn, deposes and says that he/she is the applicant for Permit, (Sarre o't irrttivlduat sigolraj tbcuntenry `X ` Andthat he/she is the ........................................ .................................I............................ (Owner, Contractor, April, Corporate Officer, etc.) Owner and/or representative of the 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 herewith. Sworn to before me this; W / ...............'....... ay of . U(�� ..................... , 20..V NotaryPublic:. ....... ........................ ............ ........................ ....................... (Signswre a Applicant) FORM - 06110 ROBERT F. GRIFFING Notary Public, State of New York No. 01 GR604E671 Qualified in Suffolk County ILI Ccir mission Expires August 21, 20 GREENLOGICO ENERGY December 30, 2013 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 38270 Jeanne Markel 100 harbor Road Orient, NY 11957 To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Jeanne Markel's solar electric system, which we installed at 100 Harbor Road, Orient. Please arrange to send her the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Alexandra McNear Senior Account Manager GreenLogic LLC 631-771-5152 Ext. 107 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON 425 County Rd. 39A Southampton, NY 11968 ROSLYN HEIGHTS 200 S. Service Rd., #108 Rosyln Heights, NY 11577 CERTIFICATE OF LIABILITY INSURANCE Fo2/06/2013 -MVAM °�' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: N the scats holder is an ADDITIONAL INSURED, the pollcy(iss) must be endorsed. N SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this csrdflcnts does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER Brookhaven Agency, Inc.E P.O. Box 850 150 Main Street East Setauket NY 11733 Brookhaven Agency, Inc. 631 941113 FAx 631 941-4405 AcoRms, brookhaven.a en verizon.net PRODUCER INSURERS) AFFORDING COVERAGE NAIL i INSURED Greenlogic, LLC 425 County Road 39A, Suite 101 Southampton, NY 11968 WSURER A: HDI -Gerling America Insurance Co. INSURER 6: Merchants Preferred Insurance Co. MuRER C . First Rehab Life Insurance Co INSURER D: National Union Fire Insurance Co. INSURER K : j --t— INSURER F• r_nvcosr_ec r_FRTIOU ATF NIllMRFR• REVISN]N NUMBER, THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE MILL BE DELIVERED IN BUILDING DEPARTMENT NUMBER OF EXP POLICY MM LIMIT'S A GENERAL LIABILITY X OMMERCIAL GENERAL LIABILITY X CLAIMS -MADE Fx-1 OCCUR X XCU X EGGCC000076913 01/31113 01/31/14 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED 50,000 MED EXP (Any one 5,000 PERSONAL &ADV INJURY $1,000,000 X CONTRACTUAL LIAB GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X mO LOC PRODUCTS - COMP/OP AGG $2,000,000 $ B AUTOMOBILE X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNEDAUTOS CAP1043565 06/12112 06/12113 COMBINED SINGLE LIMB (Ea t) 1,000 000 BODILY LY INJURY (Per person) S $ BODILY INJURY (Per soddent) E PROPERTY DAMAGE (Per) $ $ E D X UMBRELLA LIAR EXCESS LIM X OCCUR CLAIMS -MADE X BE080717268 1/31113 1/31/14 EACH OCCURRENCE $1,000,000 AGGREGATE $1,000,000 X DEDUCTIBLE RETENTION S 10,000 WORDS COMPENSATION AND EMPLOYERS' UABR JTY ANY PROPRIETOR/PARTNER/EXECUTE OFFICERIMEMBER EXCLUDED? (Moubdary M NH) K deacrbe under PTTON OF OPERATIONS below NIA AC STATLL OTFF FIR E.L. EACH ACCIDENT _ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMB I s C NYS Disability D251202 4/11/1--4/11/14 Statutory Limits DEWRIP ION OF OPERATIONS / LOCATXkIB (VEHICLES (Amch ACORD 101, Addidonel Remarks Schedule, K mon specs Is rewired) r_FRTTFICATF NAI nFR CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE MILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD, NY 11971 ®1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phone: (631) 7560300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAA ^ A 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 POLICYHOLDER GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 POLICY NUMBER 12226371-9 CERTIFICATE HOLDER TOWN OF SOUTHOLD BUILDING DEPARTMENT 53096 ROUTE 25 SOUTHOLD NY 11971 CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 203954 08/11/2012 TO 08/11/2013 9/12/2012 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 08/11/2013, 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_ NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 196174675 U-26.3 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY ' HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858 -ME SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT J SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL ANDA' CURRENT CONSUMER AFFAIRS ID CARD Director Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 5/25/2006 No. 40227-H SUFFOLK COUNTY Home Improvement Contractor License This is to certify that MARC A CLEJAN doing business as GREEN LOGIC LLC having fiunished 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. NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUNJER AFFAIRS ID CARD Additional Businesses Director D ,N �a EXISTING SEPTIC TANK AND SANITARY LEACHING POOL TO BE ABANDONED AND REMOVED ACCORDING TO SCDHS REGULATIONS. EXISTING WELL IN BASEMENT OF EXISING RESIDENCE. TO BE DEMOLISHED IN ACCORDANCE WITH CURRENT PRIVATE WATER SYSTEM STANDARDS OF THE SUFFOLK COUNTY HEALTH DEPARTMENT. SID �b EXISTING RESIDENCE, GARAGE, DECK. OPEN SHOWER, DRIVEWAY, SANITARY SYSTEM. AND UTILITIES TO BE / DEMOLISHED t REMOVED. / PROPOSED WELL LOCATION ^� a� EXISTING CLEARED AREA TO BE REVEGETATED AND ESTABLISHED AS LANDSCAPE BUFFER (APPROX. 1.128 SF) TEST HOLE TH-1 10-11-2010 EL = 5.1 BY SURVEYOR AT HIGH TIDE DARK BROWN OL SILTY LOAM 0.5' a WATER BROWN COARSE SAND WITH HEAVY GRAVEL WATER IN BROWN FINE TO COARSE SAND WITH HEAVY GRAVEL d #�a6,y PROPOSED RETAINING WALL �reh� XZ °e•� AAl `.21 1;�\ i sf / ♦� 98`'� N) r,vr PROPOSED STORMWATER RETENTION BASIN (REFER TO DETAIL) SITE PLAN �z 0 IRS• / oa« - 11"1 PROPOSED FUTURE EXPANSJtlry EwsnNc w000ED AREA r^ . �e_ PROPOSED (6) 8- DIA. x 7 ED SANITARY' LEACHING PO%S (REFER TO DETAIL ON ✓ SHEET 2 OF 3 " �[�� 00 --PROPOSED 8' DIA. - 1,200 GAL SEPTIC TANK .,•• �. �p • i FIE; 3 sa (REFER TO DETAIL ON SHEET 2 OF 3) E {: ;;FE 0 4 $ PROPOSED DRIVEWAY ON PERMEABLE INTERLOCKING ,'"pi• , CONCRETE PAVERS SLP SLP $Lp SLP .40 h� OPOSED 1.2 FT. DEEP PERVIOUS GRAVEL SLP 0 GE AREA BENEATH PROPOSED ORIVEW OR STORMWATER MANAGEMENT Sw GRAVEL TOIL TYPE GRAVEL OR SIMILAR. ^ti \ ST jly - �-- • _ PROPOSED RETAIMN6` 1- MAR ji t�y} 5500''-SEPARA71 � � FROM NEIGHBOF . �z 0 IRS• / oa« \ EwsnNc w000ED AREA . TO REMAIN ✓ 00 Q S t low y .40 h� Sw jly MAR ji t�y} •� �4 �/j �'1 -( bt�� PROPOSES- AREA TO BE CLEARED ; 1 �J (APROX. 1.698 SF) t NOTES: 1. THERE IS AN �XiSTINCj PRIVATE WELL LOCATED IN THE BASEMENT OF THE EXISTING RESIDENCE TO BE DEMOLISHED. THE EXISTING WELL IS TO BE ABANDONED IN ACCORDANCE WITH NYSDEC AND SCDHS REQUIREMENTS. THE NEW WELL IS TO BE INSTALLED INA NEW LOCATION INDICATED ON 1I Sw SCALE: 1 = 40' THE SITE PLAN IN ACCORDANCE WITH CURRENT SUFFOLK COUNTY 0 40 80 HEALTH DEPARTMENT STANDARDS. 4.2' SCALE: 1" = 40' 2. CONTRACTOR TO SEND A CUT OF THE GRAVEL MATERIAL SELECTED TO Sw 102' BE USED FOR DRIVEWAY AND STORMWATER RETENTION BASIN CONSTRUCTION TO THE ENGINEER FOR APPROVAL. (314" GRAVEL SIZE, OR #2 TYPE GRAVEL, OR SIMILAR) 3. SCALE: 1" = 2,000' 0 2,000 4,000 SCALE: 1" = 2,000' SURVEY PROVIDED BY: JOHN C. EHLERS LAND SURVEYOR SURVEYED: 05-27-03, 07-01-03 I AMENDED: 07-09-03,09-29-03 FEMA REVISION: 06-06-10 WETLAND LOCATION: 08-06-10 TEST HOLE: 10-11-2010 CERTIFIED TO: JEANNE MARKEL JOHN C. WEDGE SCDHS APPROVAL STAMP REFERENCE NO. R10-11-0053 APPROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD WE P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. F.3 OHNSON a E S 'E i 801AEMA. NY 11716-2618 PH 63 1)'8"353 . FX 1631 684£,'CS F-4AA11. .NFO?t WlGRO SPRCCN1 CONSULTANTS 1-3 ' AND RELATED OOCVAENTS IS A YICIATI OF (RELATED OOCVAENTS IS A YICIATI O SEG T20P OF TIE NY.S EDVOATION LAW Y.S E�ATI�LAW WINGS PREPARED FOR 100 HARBOR ROAD ORIENT, NY 11957 INFORMATION SITE PLAN ` " 1 �s1.=E 1 F 3 Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com August 7, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Jeanne Markel 100 Harbor Road Orient, NY 11957 6I_ G Section: 27 Block: 4 Lot: 3.1 Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 engineer@pacificoengineering.com :i � �;R PuuitCD Gi(,1N' 'i`tiiL E 2. ROUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAUL./' 3, INSULATION 4: FINAL - CONSTRUCTION & ELECI-, MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET REQUIREMENTS OF THE CODE` Y( OX STATE NOT I 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. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section Mean roof height Pitch Roof rafter Rafter spacing Reflected roof rafter span Table R802.5.1(1) max A 29 ft 7 3/4 in/12 2x10 24 inch on center 9.0 ft 16.8 ft The climactic and load information is below: B 29 ft 7 3/4 in/12 2x10 24 inch on center 5.8 ft 16.8 ft CLIMACTIC ANDWind Ground Live load, point GEOGRAPHIC DESIGN Category Snow Load, Speed, 3 pnet30 per pullout Fastener type CRITERIA Pg sec gust, ASCE 7, load, Ib mph psf Roof Section A C 20 120 36 492 5/16" dia screw, 4-1/2" length B 36 492 5/16" dia screw, 4-1/2" length Weight Distribution array dead load load per attachment Ralph Pacifico, PE Professional Engineer 3.5 psf 293.3 lb RE ENLOGICO ENERGY GreenLogic, LLC Approved Jeanne Markel 100 Harbor Road Orient, NY Surface #11: Total System Size: 10.5kW Array Size: 8kW 3 strings of 10 on SPR8000m 2 strings of 6 on SPR3000m Shared with Surface 2 Azimuth: 196° Pitch: 33° N Monitoring System: SunPower Panel/Array Specifications. Panel: SunPower 250w All Black Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 502.72" X 126.53" Surface: 48' 4" X 12' 10" Magic #: 62.14" Legend: ® SunPower 250W All Black UniRac SunFrame Rail • 51 S-5 U Clamps B B 2x10" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S-5!, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NE Ey�Y H PAcjc��'O•A� y� C n Z F 6182 9�FESSIONP Drawn By: MVP Drawing # 1 of 7 Date: 8/6/13 REV: A Drawing Scale: 1/8" = 1.0' 15.5" Standing Seam Metal Roofing. GREENLOGICO' ENERGY GreenLogic, LLC Approved Jeanne Markel 100 Harbor Road Orient, NY Surface #1: Total System Size: 10.5kW Array Size: 8kW 3 strings of 10 on SPR8000m 2 strings of 6 on SPR3000m Shared with Surface 2 Azimuth: 196` Pitch: 33° N Monitoring System: SunPower Panel/Array Specifications. Panel: SunPower 250w All Black Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 502.72" X 126.53" Surface: 48' 4" X 12' 10" Magic #: 62.14" Legend: ® SunPower 25OW All Black ® UniRac SunFrame Rail • 51 S-5 U Clamps B 2x10" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S-5!, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: pF NEIti �,O is W W 2 � � t? �O 618 A069�FESSI�NP� Drawn By: MVP Drawing # 2 of 7 Date: 8/6/13 REV: A Drawing Scale: 1/8" = 1.0' GREENLOGIC- ENERGY GreenLogic, LLC Approved Jeanne Markel 100 Harbor Road Orient, NY Surface #1: Total System Size: 10.5kW Array Size: 8kW 3 strings of 10 on SPR8000m 2 strings of 6 on SPR3000m Shared with Surface 2 Azimuth: 196° Pitch: 33° N Monitoring System: SunPower Panel/Array Specifications: Panel: SunPower 250w All Black Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 502.72" X 126.53" Surface: 48' 4" X 12' 10" Magic #: 62.14" Legend: ® SunPower 250W All Black ® UniRac SunFrame Rail • 51 S-5 U Clamps B 2x10" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S-5!, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NEW Y Pacfa,�o9,�. c 0 066A8 P�2 Aq )FESg�O� Drawn By: MVP Drawing # 3 of 7 Date: 8/6/13 REV: A Drawing Scale: 1/8" = 1.0' 2'-0" 2'-0" GREENLOGICO ENERGY GreenLogic, LLC Approved Jeanne Markel 100 Harbor Road Orient, NY Surface #2: Total System Size: 10.5kW Array Size: 2.5kW 2 strings of 6 on SPR3000m Shared with Surface 1 Azimuth: 196° Pitch: 33° N Monitoring System: SunPower Panel/Array Specifications: Panel: SunPower 250w All Black Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 64.39" X 314.2" Surface: 32'6" X 9' Magic #: 62.14" Legend: ® SunPower 250W Panel �- UniRac SunFrame Rail • 22 S-5! U Clamps B 2x10" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S-5!, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: pF NEW YO pACIFjc co Ccc`y �Z v2C? S 0661 P 0FESS�O� Drawn By: MVP raving # 4 of 7 Date: 8/6/13 1 REV: A Drawing Scale: 1/8" = 1.0' 2'-0" 2,-0„ 15.5" Standing Seam Metal Roofing. GREENLOGICO ENERGY GreenLogic, LLC Approved Jeanne Markel 100 Harbor Road Orient, NY Surface #2: Total System Size: 10.5kW Array Size: 2.5kW 2 strings of 6 on SPR3000m Shared with Surface 1 Azimuth: 196° Pitch: 33° N Monitoring System: SunPower Panel/Array Specifications: Panel: SunPower 250w All Black Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 64.39" X 314.2" Surface: 32'6" X 9' Magic #: 62.14" Legend: ® SunPower 25OW Panel ® UniRac SunFrame Rail • 22 S-5! U Clamps B 8 2x10" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S-5!, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NEIN Y PACIp-, �_ 066182 P AROFESS��� rawn By: MVP �Date: # 5 of 7 �REV: 8/6/13 Drawing Scale: 1/8" = 1.0' 2'-0" 2,-0„ t— I t— –1 -1 REENLOGICO ENERGY GreenLogic, LLC Approved Jeanne Markel 100 Harbor Road Orient, NY Surface #2: Total System Size: 10.5kW Array Size: 2.5kW 2 strings of 6 on SPR3000m Shared with Surface 1 Azimuth: 196° Pitch: 33' N Monitoring System: SunPower Panel/Array Specifications: Panel: SunPower 250w All Black Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 64.39" X 314.2" Surface: 32'6" X 9' Magic #: 62.14" Legend: ® SunPower 250W Panel ® UniRac SunFrame Rail 22 S-5! U Clamps B 2x10" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S-5!, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NEW Y PAc�,�,°�9� r d 2 � Oggl �,oAOFESS`o�P Drawn By: MVP Drawing # 6 of 7 Date: 8/6/13 REV: A Drawing Scale: 1/8" = 1.0' PAIEFU tist S-4 UCI31p6 Ra rAWW List GREENLOGIC"' ENERGY GreenLogic, LLC Approved Jeanne Markel 100 Harbor Road Orient, NY Total System Size: 10.5kW _ strings of _ on _ strings of _ on _ strings of _ on _ strings of _ on strings of _ on Azimuth: 196° Pitch: 33° N Monitoring System: SunPower Panel/Array Specifications, Panel: SunPower 250w All Black Racking: UniRac SunFrame Panel: 61.39" X 31.42" Legend: �j SunPower 250W Panel ® UniRac SunFrame Rail • Attachment Type/QTY 8 B 2x10" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: S-5!, UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engineer/Architect Seal: pF NE{�r Y c��,co9 PnALA cc i W 06618 R�FESS% Drawn By: MVP Drawing # 7 of 7 Date: 8/6/13 REV: A Drawing Scale: 1/8" = 1.0' Code -Compliant Installation Manual 809 Table of Contents L Letter of Certification.....................................................................2 ii. Installer's Responsibilities................................................................3 Part I. Procedure to Determine the Total Design Wind Load ...................................... 4 Part II. Procedure to Select Rail Span and Rail Type.............................................11 Part III. Installing SunFrame...............................................................14 :aUNIRAC Unirac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. O U N I RAC Unirac Code -Compliant Installation Manual SunFrame L Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SunFrame Universal PV Module Mounting system, and (2) planning and assembly instructions for SunFrame SunFrame products, when installed in accordance with this bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). Unirac also provides a limited warranty on SunFrame products (page 30). FA SunFrame offers finish choices and low, clean lines that become as natural a part of a home as a skylight. It delivers the installation ease you've come to expect from Unirac. Whether for pitched roofs and 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. 1 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 1F U N I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space between the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications of these procedures is subject to the following ASCE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distributor. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 45 degrees or a hip roof with a pitch less than 27 degrees. for more clarification on the use of Method I. Lower design wind loads maybe obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: pnet (PSD _ AKztl pnet30 pnet (psf) = Design Wind Load A = adjustment factor for height and exposure category Kzt = Topographic Factor at mean roof height, h (ft) I = Importance Factor pnet3o (Psf) = net design wind pressure for Exposure B, at height =30,1=1 You will also need to know the following information: Basic Wind Speed = V (mph), the largest 3 second gust of wind in the last 50 years. h (ft) = total roof height for flat roof buildings or mean roof height for pitched roof buildings Effective Wind Area (sf) = minimum total continuous area of modules being installed Roof Zone = the area of the roof you are installing the pv system according to Figure 2, page 5. 6. If your installation does not conform to these requirements Roof Zone Setback Length = a (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. .g< 3 O U N I RAC Unirac Code -Compliant Installation Manual SunFrame mph Figure 1. Basic Wind Speeds. Adapted and applicable to ASCE 7-05. Values are nominal design 3 -second gust wind speeds at 33 feet above ground for Exposure Category C. spm r 160(4:) 1 110(46) 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. SPNW wuw woe ANO) 110(46) � 120(54) 136(so 1140(" Miles per hour (meters per seconO 140163) Man Table 1. 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 Height (ft) 10 IS 20 2S 30 40 Least Horizontal Dimension (ft) SO 60 70 80 90 100 12S ISO 17S 200 300 400 SOO 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 s0 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 SunFrame Unirac Code -Compliant Installation Manual iF UN I RAC Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs Fla Ga -ate Via, a„ .a- , a' Hip F 4, h �a Gable 1 h a a` .a - .a a` ❑Interior Zones ■ End Zones■ Corner Zones Roofs -Zone I /Walls -Zone 4 Roofs - Zone 2/Walls - Zone 5 Roofs - Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine Net Design Wind Pressure, pnet3o (Psf) Using the Effective WindArea (Step 2), Roof Zone Location (Step 3), and Basic Wind Speed (Step 1), look up the appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. a� Both downforce and uplift pressures must be considered in overall design. Refer to Section II, Step 1 for applying downforce and uplift pressures. Positive values are acting toward the surface. Negative values are acting away from the surface. Page 5 O U N I RAC Unirac Code -Compliant Installation Manual SunFrame Table 2. p„130 (psf Roof and Wall Basic Wind Speed,V (mph) Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page 6 Effettive 90 100 110 120 130 140 150 170 WindArea Zone (SO Downbrce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downbme Uplift Downforce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 1 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 1 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 d 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 0 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 0 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 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 09 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 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 1 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 0 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 V. 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 0 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 d 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 1 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 v 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 Ln 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 C4 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 46 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 oC 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -48.6 a 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 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 p' U N I RAC Table 3. pn.00 (pso Roof Overhang Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kxt 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, KZt, 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 Topographic Factor. regions. This category includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SE17-05* defines wind exposure categories as follows: EXPOSURE s is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. P.p 7 Eft- Bask Wind speed. V (mph) Zone Wind Area (:O 90 100 110 120 130 140 150 170 H 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 4) 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 00 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 d 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 0 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 e 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 -41.9 -48.1 -61.8 ae 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 d 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 N 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 w 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 4)2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 00 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 4) 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 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 r 3 20 -24.0 -29.6 -35.8 -42.6 -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 a°C 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kxt 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, KZt, 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 Topographic Factor. regions. This category includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SE17-05* defines wind exposure categories as follows: EXPOSURE s is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. P.p 7 O U N I RAC Unirac Code -Compliant Installation Manual SunFrame Step 7: Determine adjustmentfactorfor height and Table 4. Adjustment Factor (A) for Roof Height & exposure category,A Exposure Category Using the Exposure Category (Step 6) and the roof height, h 2 Roof Zone Setback Length (ft), look up the adjustment factor for height and exposure in Mean roof Table I powre Table 4. height (R) B C D Table 2,3 5 1.00 1.21 1.47 Step 8: Determine the Importance Factor, I 20 1.00 1.29 1.55 I x 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 Step 9: Calculate the Design. Wind Load, pner (psf) 55 60 1.19 1.22 1.59 1.62 1.84 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: AC 765, Minimum Design Loads for Buildings and Other Topographic Factor, Kzt (Step 5), and the Importance Factor, I Structures,, Chapter er 6, Figure 6-3, p. 44. (Step 8) using the following equation: pnet (Psi = 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) I = 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 CladdingWind Load Calculation: IBC 2006,ASCE 7-05 VariableMesa"= Symbol Value Unit Step Reference Building Height h ft Building, Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figure I Effective Roof Area sf M. 2 Roof Zone Setback Length a ft 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 pnet psf 9 M. SunFrame Unirac Code -Compliant Installation Manual iFU N i RAC" Table 6. Occupancy Category Importance Factor Source: IBC 2006,Ta61e 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 I Non -Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re - .7th Bask WInd Speed,V = gions Mth Bask Mnd Category Category Deskription Building Type Examples 85-100 mph, and Alaska Speed,V> toomph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture 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,Ta61e 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 I iFU 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 rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet• See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadl, S (psf), Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). P (psf) = LOD + LOS1 (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) = 0.61) + I.Opnet (uplift) D = Dead Load (psf) S = Snow Load (psf) pnet = Design Wind Load (psf) The maximum Dead Load, D (psf), is 5 psf based on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. e r &•- Note: Modules must be centered symmetrically on P.F the rails (+/- 2 *), as shown in Figure 3. If this is 10 not the case, call Unirac for assistance. SunFrame Unirac Code -Compliant Installation Manual IN U i RAC Table 7. ASCE 7ASD Load Combinations Description Variable Downfw= Cole 1AjjjW 49,,M7 Dotm(onoe Case 3 • r ': oohs Dead Load D 1.0 x 1.z R '< 1.0 xx` psf Snow Load S 1.0 x + 0.75 x + ` : psf Design Wind Load Total Design Load Pnet P 0.75 x + at Psf psf (ft) 20 25 Note: Table to be filled out or attached for evaluation. 40 50 60 Step 2: Determine the Distributed Load on the rail, W (PIP Determine the Distributed Load, w (plf), by multiplying the module width, B (ft), by the Total Design Load, P (psf). Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by one rail. w=PB w = Distributed Load (pounds per linear foot, plf) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot, psf) Step 3: Determine Rail Span/ L -Foot Spacing Table 8. L -Foot SunFrame Series Rail Span Using the distributed load, w, from Part II, Step 2, look up the allowable spans, L, for SunFrame. There are two tables, L -Foot SunFrame Series Rail Span Table and Double L -Foot SunFrame Series Rail Span Table. The L -Foot SunFrame Series Rail Span Table uses a single L -foot connection to the roof, wall or stand-off. The point load connection from the rail to the L -foot can be increased by using a double L -foot in the installation. Please refer to Part III for more installation information. Span w = Distributed Load (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 S00 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 SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF II SF SF SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF 1F U N I RAC Unirac Code -Compliant Installation Manual SunFrame Table 9. Double L -Foot SunFrame Series Rail Span Span w = Distributed Load (p10 0 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 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 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF .5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF .5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF .5 SF SF SF SF SF SF SF SF SF SF SF SF SF .5 SF SF SF SF SF SF SF SF SF SF SF .5 SF SF SF SF SF SF SF SF SF .5 SF SF SF SF 10 SF SF SF 10.5 SF SF SF II SF SF SF 11.5 SF SF 12 SF SF 12.5 SF 13 SF 13.5 SF 14 Step 4: Select Rail Type Selecting a span affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's resvonsibility to verifv that the building forces. Page 12 Step 5: Determine the Downforce Point Load, R (lbs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R (lbs) on the roof structure. The Downforce, Point Load, R (lbs), is determined by multiplying the Total Design Load, P (psf) (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B (ft). R (lbs) = PLB R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. SunFrame Unirac Code -Compliant Installation Manual O UN I RAC Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case I, 2 or 3) P Module length perpendicular to rails B x Rail Span L x Downforce Point Load R psf ft ft lbs Step I Step 4 Step 6: Determine the Uplift Point Load, R (lbs), at Douglas Fir, Larch 0.50 each connection based on rail span Douglas Fir, South You must also consider the Uplift Point Load, R (lbs), to 235 determine the required lag bolt attachment to the roof (building) structure. (MSR 1650 f & higher) 0.46 Table 11. Uplift Point Load Calculation Hem, Fir, Redwood (close grain) Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft 235 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) Sources. American Wood Council, NDS 2005,7able 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 specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *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), requirements. It is the installer'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. .g. 13 Specific gravity Lag screw specifications 5/e" shag* per inch thread depth Douglas Fir, Larch 0.50 266 Douglas Fir, South 0.46 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 235 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 L Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources. American Wood Council, NDS 2005,7able 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 specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *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), requirements. It is the installer'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. .g. 13 iFU 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 irl P- 14 -j p r7_1 T© Figure 4.SunFrame components. Figure 5. SunFrame threaded slot rail cross section, actual size. SunFrame Unirac Code -Compliant Installation Manual W u N I RAC ORail—Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16 -foot lengths. 6105-T5 alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip—Secures PV modules to rails and neatly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modules. Shipped in 8- or 16 -foot lenghs. Predrilled every 8 inches. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip screw (1/4-20 x 1, Type F thread cutting) —Use to secure each cap strip (and PV modules) to rail, one per predrilled hole. Use an additional end screw wherever a predrilled hole does not fall within 4 inches of the end of any cap strip segment. 18-8 stainless steel, clear or black to match cap strip. 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/e" x VA' bolt with flange nut for attaching L -foot or standoff shaft, and two 5/id" x 21/z' lag bolts with flat washers for securing sliders to rafters. ® Flattop standoff (optional) —Use if L -foot cannot be secured directly to rafter (with tile or shake roofs, for example). Use one per L -foot. Two-piece (pictured): 6105-T5 aluminum extrusion. Includes 3B" x aid' serrated flange bolt with EPDM washer for attaching L -foot, and two S116" x 3 ld' lag bolts. One-piece: Service Condition 4 (very severe) zinc -plated welded steel. Includes 3/e" x 11/4' bolt with lock washer for attaching L -foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for ORail 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 3/d') —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. OEnd caps—Use one to neatly close each rail end. UV resistant black plastic. OTruss -head sheet metal screw (No. 8 x sle') —Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. OL-foot—Use to secure rails either through roofing mate- rial to rafters, to L -foot adjusting sliders, or to standoffs. Use no less than one L -foot per 4 feet of rail. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. OL -foot bolt (3/e" x 11/4') —Use one per L -foot to secure rail to L -foot. 304 stainless steel. ID Flange nut (3/s" ) —Use one per L -foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. QStainless 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. 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). Page 15 W 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 which leaves both the array and roof susceptible to severe damage. Aalone, For array widths or lengths greater than 32 feet, contact Unirac concerning thermal expansion issues. Sample layout, illustrated in Figure 4 Assumptions: 12 modules (60' x 36'), arranged in 3 rows of 4 modules Array width = 144' (36' module width x 4 modules per row) Army length = 180' (60' module length x 3 rows) + 3' (lis' end rail width x 2 rails) + 1V2' (3/4' between -module rail width x 2 rails) = 184Vs' 1. Laying out the installation area Always install SunFrame rails perpendicular to rafters. (These instructions assume typical rafters that run from the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails are typically mounted horizontally (parallel to the lower edge of the roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size of your array area following Figure 6. Page 16 Array length io Array width — 1 (module width times modules per row) Rails Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. SunFrame Unirac Code -Compliant Installation Manual or U N I RAC 2. Installing the lowest row of L -feet and rail In the lowest row, it is not necessary to use L -foot adjusting sliders, even if you plan to use them in subsequent rows. Install L -feet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as 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.) 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. See Figure 9 below. If you are using both L -foot adjusting sliders and standoffs, see the upper box on page 11. Install the first row of L -feet at the lower edge of the instal- lation area (Fig. 8). Ensure feet are aligned by using a chalk line. (A SunFrame rail can also be used as a straight edge.) Position the L -feet with respect to the lower edge of the roof as illustrated in Figures 7 and 8. Figure 7. Placement of first L -foot row. Drill a pilot hole through roof into the center of the rafter at each L -foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the lag screws. Seal the underside of the L -feet with a suitable weatherproof sealant. Fasten the L -feet to the roof with the lag screws. If the double slotted sides of the L feet are against the roof, lag through the slot nearest the bend in the L -foot (Figs. 7 and 8). Utility slot for No. 10 screw Utility slot for 1 9 hexhead bolt Slot for le' footing boN 1_0 P7 Roof peak 4P Cut the rails to your array width, being sure to keep rail slots free of roofing grit or other debris. If your instal- lation requires splices, Figure 8. L -Foot assemble them prior to orientation. attaching L -feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips," p.13). Slide the 3i8 -inch mounting bolts into the footing slots. If more than one splice is used on a rail, slide L -foot bolt(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L -feet with the flange nuts. Ensure that rails are oriented with respect to the L -feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof. Then tighten the lag screws. Figure 9. L -foot orientation in conjunction with L -foot adjusting sliders. The sliders include two utility slots to secure module wiring, combiner boxes, and other system components. O U N I RAC Unirac Code -Compliant Installation Manual SunFrame Using standoffs with Two-piece aluminum standoffs may be used with footing sliders, although flashings may not be available to cover the entire length of the slider. Use the bases of the standoffs only in the lowest row. In subsequent rows, attach the shaft kyr � iq w y ----- -- --- With standoffs of equal length, orient L -foot to compensate for height difference. This example assumes a rail seven times the length of the footing spacing (A). A splice may be located in any of the L -foot adjusting sliders of each standoff to the slider using the slider's 3/8 -inch hex - head bolt. Note that L -feet are positioned long side up on the lowest rows and with long side down in subsequent rows— in the same manner as an installation with no standoffs. m If the standoff supporting the lowest rail is 1 inch taller than the standoffs on the footing sliders, place both L feet in the same orientation—either both long side up or both short side up. L -foot shaded areas. If more than one splice is used, be sure the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. 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). S. 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 may be necessary. Please contact Unirac. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially step 4). Foot spacing must never exceed 48 inches. 2. Overhang (B) must be no more than half the length of the maximum footing spacing (A). For example, if Span A is 32 inches, Overhang B should not exceed 16 inches. 11 6. Interior rail sections supported by only one L -foot must be adjacent, on at least one side, to a rail section sup- ported by no less than two L -feet. 7. Rail sections longer than half the footing spacing re- quire no fewer than two L -feet. Modules should always be fuUy supported by rails. in other words, modules should never overhang rails. This is especially critical when supporting the short side of a non -rectangular module. When a rail supports a pair of non- rectangular modules by themselves (right), it must be supported by at least two L feet The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Rafters ,/-- Stringer ngular modules Rail SunFrame Unirac Code -Compliant Installation Manual O U N I RArC 3. Laying out and installing the next row of L -feet With L -feet only: Position the second row of L -feet in accor- dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L -feet. Install the second row of L -feet in the same manner and orientation as the first row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant; the L -feet will not be fully tight- ened until Step. 4. With L -foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or pan -head screws in its frame. Attach and seal L -foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L -foot with its short side up to each slider. Roof peak A = module length Module length + /, (hole to hole) Figure 10. L foot separation. See the note on module length in the caption of Figure 4 (p. 9). A iP Align slider center hole A vC Fto chalk line t »- Lowest row of L-feet (no footing sliders) A + 1 3/16' A + 2 1/4" 4. Installing the second rail With L -feet only (Fig. 12): Install and align the second rail in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place at one end of the rails, and snug the upper rail (Fig. 12) toward the lower rail, leaving no gap between the ends of the modules and either rail. (If pan -head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L -foot adjusting sliders: Install rails on first and second rows of L -feet. Verify spacing by placing a module onto the rails at several points along the row. Adjust L -foot positions as needed. S. 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: Align slider A - 3 '/4" center hole to chalk line A + 3/4" Figure 11. If you are using L -foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Figure 12. Position and secure top rail. • All rails are fitted and aligned. • All footing bolts and lag screws are secure. • The module used for fitting is resting (but not se- cured) in the highest row. Page 19 W U N I RAC Unirac Code -Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems, particularly those caused by spliced from 192 -inch sections of rail and cap strip. The very short lengths of rail or cap strip. This example illustrates example illustrates one means of doing so, without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in "Footing Rail segments come from five 192 -inch lengths, lettered A and splicing requirements" (p.11). Structurally, cap strips thru E. Rail A, for example, is cut into two 96 -inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole (which occur Similarly, five 192 -inch cap strips are designated V through every 8 inches, beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes. For each rail, start with the cap of every rail segment. Wherever there is no strip segment that crosses the array center line, and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment, drill a 1/4 -inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw. (In Position each cap strip onto its rail and mark its trim point. most cases, you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminaryfooting and splice positions must be Structural requirements always take precedence, but usually checked against structural requirements in "Footing good planning can also achieve both material conservation and splicing requirements" (p.11). In this example, and superior aesthetics. This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter. This prevents rail splices BD (3rd rail) and CE •Cap strip screws must align across the rails. (4th rail) from falling too close to the center of the spans between footings (Requirement 3, p. Il). Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level, there is negligible the array. aesthetic loss. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205 -inch rail Array center line Trim line (array edge) ` Trim line (array edge#' --0-1 41 . • V 112" • ; 41 41 X 96" 41 1 st cap strip C 83" E 122" ; ; 4th rail •i i • • • W 112"- •, i • • • • • •11 • • • • • .; i X 96" • • • •;1 • 2nd cap strip B 83" I 1 D 122" 3rd rail •; ; • V 80" Y 128" j ; 3rd cap strip 11 A 96" ,1 1' 11 C 109" 11 2nd rail . W 80^ . . . . . . . i Z 128" w 4th cap strip A 96" 8109" 1st rail Usable remainder: D, 70"; E, 79% Y, 64"; Z, 64" 20 0 SunFrame Unirac Code -Compliant Installation Manual O U N I RAC 6. Securing the first module Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for rails and cap strips" (p.13). Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporary gap allows the installer to place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the cap strip screws (Fig. 13, inset), so that the upper end of the first module is secure. Figure 13. Begin cap strip installation. The structural integrity of your array requires that cap strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute screws must be 1/4-20 Type F thread cutting (I8-8 stainless steel) and the correct length. See Table 4 (pg. 15) to match screw length to the size cap strip in your installation. Every cap strip segment must have a cap strip screw 4 inches or less from each end. If the nearestpredrilled hole falls more than 4 inches from any end, drill a 1/4 -inch hole 2 inches from the end and install an additional screw. 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 prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. 8. Installing the remaining modules row by row Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail, securing the bottom of the lowest module row. Figure 14. Position and secure modules one by one. Figure 15. As modules slide into place, the stepping gap shifts, always allowing access to the section of cap strip being secured. v.a. 21 O U N I RAC Unirac Code -Compliant Installation Manual SunFrame 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). 2 Figure 16. End cap installation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be A-20 Type F thread cutting (18-8 stainless steel). Module thickness or type inches mm Cap strip cross section Cap strip size Required screw length (inches) 1.34-1.42 34-36 ATMPhb C %," 1.50-1.57 38-40 Tr D %11 1.77-1.85 45-47 F I A 1.93-2.01 49-51 IT E I A Sharp lipped modules InT G I" Sanyo lipped modules -dowy'j"'b- H Page 22 SunFrame Unirac Code -Compliant Installation Manual W U N I RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? The answer depends on the orientation of your L -feet and the length of your standoffs, if used. See the illustration ap- propriate to your installation. How can I seal the roof penetration required when standoffs are lagged below the roofing material? Many types and brands of flashing can be used with Sun - Frame. Unirac offers an Oatey® "No -Calk" flashings for its steel standoffs and Oatey® or Unirac flashings for its aluminum two-piece standoffs. See our SunFrame Pro -Pak Price List. How do I attach SunFrame to a standing -seam metal roof? A good solution comes from Metal Roof Innovations, Ltd. (MRI). They manufacture the S-5! — clamp, designed to at- tach a wide variety of products to most standing -seam metal roofs. It is an elegant solution that eliminates flashings and penetrations altogether. 3�i8-± 'i8 - Module thickness varies 13/a ± '/8- SunFrame L -feet will mount to the top of the S-51 clamps with the 3/8 -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-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding wind loads, etc. _� y 21/4-± 1/8- 2'/4-± '/8- t 9 Standoff height (3 4-, b-, or 7" all± 1i8-) Module thickness varies i� Module thickness varies 7/8-± 1/8- I.g. 23 O U N I RAC Unirac Code -Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanetorg) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. 24 NP �UNIRAC If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. Nato Existing Septic System to be Abandoned Per SCDHS Requirements Existing Residonco, Garage. Dock, Open Shower. Driveway and Utilities to be Domolishodl Removed Existing Wall To Be Abandondod In Accordance With NYSDEC And SCHDS Requirements Proposed Wall Location. Now Well To Be Installed In Accordance With Current Suffolk County Health Dopartment Standard Existing Clearodl Area to be Revogetated and Established as Landscape Buffer (Approx.. 1128 SqQ Spring High Water Equals Tidal Wetlands Boundary as Determined By E ns It is in .. �9 Ot t Limit Of Proposed Landscape Buffer is Equal To The Coastal Erosion Hazard Area Boundary Proposed StomlW7er-ReTnmfi-On-Uasin tt Proposed Haybalos i Silt Fencos to be Sot Along the Limit of Clearing, Grading and Ground Disturbance • / / Indicated Thus:( •) �' � � F Proposed Retaining Wall / " / : '`- SFE 5 FE �e� cii� ods pati r�S �• �� 1 LP yet I, "6.46 '-'e, �o��sOo 'S' * / LP Ft°Sr c��ca0 ��r o�E�aoo\� /r / LP LP SS \�O 1 0 / ' lib ,�9`dai� o�• c�Qr oQo� �o °�*Ak�, / ,� s p,, "a° Site Location Ma �S.S�Q` ��' 1,� / / 1 ' Lp 'i► ; F f4,�, ,�, e:N.T.S. of o ocS� oxSOP ��9 , / / / x` ; i o�o�t ,moo,. Proposed ew On / / Permeable In no Roao, 3ti107 ncroto Grass rs NO MSN S.dn/ • � t � • � ` . \ Grade , 9 �� � � ` � •,, / I?t pose 1St \''. ,6' / 's, reposed ✓ h arag 5th pry Dwelli / �•.•w for a Ab , / / ISO -0, Elov: 10.6 suvwrt a a«nrn` F. . n �.0'`' \ \ ;� ` t 'l t • % 74r Ewe, Trrw Aisting Wooded Area / • —ser ►nrl 4 pyo l0y ,� �� 1641 , 61, .00 Ile J Proposed Project Limiting Fence Proposed Wooded Area to be Cleared: 1.698 Sqf. l `• \ ♦ \ o �t�'rb \ /i / ti 1 "� / / Indicated Thus: ♦ � (Approx. 264 Sqf. to Occur Within 100'of the Tidal Wetlands Boundary) Proposed Po Dirt"Pdth fitCpnovod ♦ \ \ \ �. .� / From The Scop9 Project •—• � � 0' Wella �� \ ♦ ♦ ♦ \ `\ `\ ` ` `6.` ` / %` (Drainage Aocpmpl Elsewhere)` s So t`ack *ftft_ 4 s \ ♦ ♦ \ \ \ \ \�\' / \ / '� / Proposed Haybalos i Sill Fences to 00 ftboll ft" �grs�t♦ S'y \ \ \ \ ` * ``\ ��"` 1 �' `' y� Grading and Ground Dbe Sat Along ft Limit isturbance 1 �R NY 11167 lj.\ \ \ \. b \- / Indicated Thus: (------) Suffolk TAK MW /1000-V4%%1 98 ♦ \ S IiC-LLCARCHITECTS \ \ \ -6— _ ( .r �\„� �� `. EchWn9 Wo6dod Area • , — / \ \ ��`���`` Notes* PO Box 3002 86 \ `S — �i \ / I ` ♦ / off• 48 Fostor Avonuo \ � FEMA M No. 361000068H Rev. S t 25 2009 �� �j � — — — � \ ♦ 3_ / .� . � ^• � �' � Bridgohampton NY 11932 Map rp Coastal Erosion Hazz ,� SO P 63 CEHL Mea Map ShoeatrdtLi Of 49 ne n Photo From \no ti2ti•i3 , 1 �♦ — \ '�♦ \ 1 'tback Cj a10 % Topographical Data Is Based On 1986 NAVD. As Telephone: 631 537 0019 ♦ \� \ �\ �� \ �\ \ ♦ ��` �� -Alp From The Land Survoy Prepared By Tolofax: 631 537 5116 e ♦ — — \ "'�� \ \ \ �' John C. Ehlers Land Surveyor, last Dated May 9, A �\ \` �_` �\ \\ ♦ \ \ 2011 Project manager. Viola Rouhani �ils�s 1 �\ �, survey Of Existino Pmoerty Prepared Sr. E-mail: yr"olloco.com 2 94n� ` 1 ` l �/ ` \ ` \ ♦ John C. Ehlers Land Surveyor 6 East Main Strout hisin Ddw 07.272011 Now well Location. Path 2212012 Removed. BuffedC.E.HA i Solar Pawl Notes Addod 0*,.X42 - \ �% \ \ \ h� Riverhead, NY 11901 (631) 369.8288 �y '' _ , ` ` _ _ ° SW Proposed Coverage: Existing Cloarod Area To So Disturbed 19,233 SOF Proposed Houso Proposed Wood Dock i Stops 1.680 1.451 Proposed Wood 1,465/ _ ' _ ` ' ` 448 Dock i Stops p Wet Lame PTotal Proposed r000qod o Coverage 3.57x9 (7.2 X) — - _ L at Cwwap of BuOdabb Lartd, p n •• rut Coveme of Ad) @=* Afy% L; -.j, ,i—a CUM Calculdlorm •s � � �u�..� t,,r.�= Table Of Areas �tt•y hifr Table Of Areas (SqQ Item (Cubic Yards) � ` � � ` ` ` — ♦ Total Lot Area Rd Cut Volume 479 CY Total Lot Area Up To CEHA 40.999 r AreaLandward of Tidal 50.010 .n . 1,• 11 d yLot da i Fill \(Olumo 11615CY / ♦ Existing Coverage: r Existing Coverage: Total Fill Volume 1136 CY c at _r,en, a Existing 2 Story Frame House 1.284 Existing 2 Story Fram9e House 1,284 Total Fill Within 100' of Wetlands Boundaries 40 CY �Y/ \ i:MAi t}: e sting Frame Wood Dock i Stops T• • 1 '•ti ♦ \ Existing Covered Porch r r Ex sting Existing Covered Porch 139 w y ggo ti •' .................................... �'*�• -- 01prr•1 r , ; yet I, "6.46 '-'e, �o��sOo 'S' * / LP Ft°Sr c��ca0 ��r o�E�aoo\� /r / LP LP SS \�O 1 0 / ' lib ,�9`dai� o�• c�Qr oQo� �o °�*Ak�, / ,� s p,, "a° Site Location Ma �S.S�Q` ��' 1,� / / 1 ' Lp 'i► ; F f4,�, ,�, e:N.T.S. of o ocS� oxSOP ��9 , / / / x` ; i o�o�t ,moo,. Proposed ew On / / Permeable In no Roao, 3ti107 ncroto Grass rs NO MSN S.dn/ • � t � • � ` . \ Grade , 9 �� � � ` � •,, / I?t pose 1St \''. ,6' / 's, reposed ✓ h arag 5th pry Dwelli / �•.•w for a Ab , / / ISO -0, Elov: 10.6 suvwrt a a«nrn` F. . n �.0'`' \ \ ;� ` t 'l t • % 74r Ewe, Trrw Aisting Wooded Area / • —ser ►nrl 4 pyo l0y ,� �� 1641 , 61, .00 Ile J Proposed Project Limiting Fence Proposed Wooded Area to be Cleared: 1.698 Sqf. l `• \ ♦ \ o �t�'rb \ /i / ti 1 "� / / Indicated Thus: ♦ � (Approx. 264 Sqf. to Occur Within 100'of the Tidal Wetlands Boundary) Proposed Po Dirt"Pdth fitCpnovod ♦ \ \ \ �. .� / From The Scop9 Project •—• � � 0' Wella �� \ ♦ ♦ ♦ \ `\ `\ ` ` `6.` ` / %` (Drainage Aocpmpl Elsewhere)` s So t`ack *ftft_ 4 s \ ♦ ♦ \ \ \ \ \�\' / \ / '� / Proposed Haybalos i Sill Fences to 00 ftboll ft" �grs�t♦ S'y \ \ \ \ ` * ``\ ��"` 1 �' `' y� Grading and Ground Dbe Sat Along ft Limit isturbance 1 �R NY 11167 lj.\ \ \ \. b \- / Indicated Thus: (------) Suffolk TAK MW /1000-V4%%1 98 ♦ \ S IiC-LLCARCHITECTS \ \ \ -6— _ ( .r �\„� �� `. EchWn9 Wo6dod Area • , — / \ \ ��`���`` Notes* PO Box 3002 86 \ `S — �i \ / I ` ♦ / off• 48 Fostor Avonuo \ � FEMA M No. 361000068H Rev. S t 25 2009 �� �j � — — — � \ ♦ 3_ / .� . � ^• � �' � Bridgohampton NY 11932 Map rp Coastal Erosion Hazz ,� SO P 63 CEHL Mea Map ShoeatrdtLi Of 49 ne n Photo From \no ti2ti•i3 , 1 �♦ — \ '�♦ \ 1 'tback Cj a10 % Topographical Data Is Based On 1986 NAVD. As Telephone: 631 537 0019 ♦ \� \ �\ �� \ �\ \ ♦ ��` �� -Alp From The Land Survoy Prepared By Tolofax: 631 537 5116 e ♦ — — \ "'�� \ \ \ �' John C. Ehlers Land Surveyor, last Dated May 9, A �\ \` �_` �\ \\ ♦ \ \ 2011 Project manager. Viola Rouhani �ils�s 1 �\ �, survey Of Existino Pmoerty Prepared Sr. E-mail: yr"olloco.com 2 94n� ` 1 ` l �/ ` \ ` \ ♦ John C. Ehlers Land Surveyor 6 East Main Strout hisin Ddw 07.272011 Now well Location. Path 2212012 Removed. BuffedC.E.HA i Solar Pawl Notes Addod 0*,.X42 - \ �% \ \ \ 27 Riverhead, NY 11901 (631) 369.8288 2,396 (4.8 y.) '' _ , ` ` _ _ ° SW Proposed Coverage: Existing Cloarod Area To So Disturbed 19,233 SOF Proposed Houso Proposed Wood Dock i Stops 1.680 1.451 Proposed Wood 1,465/ _ ' _ ` ' ` 448 Dock i Stops p Total Proposed Coverage 3.579 (8.7 y.) PTotal Proposed r000qod o Coverage 3.57x9 (7.2 X) — - _ L at Cwwap of BuOdabb Lartd, Tlttwn of souiludd rut Coveme of Ad) @=* Afy% HYSIM CUM Calculdlorm •s � � _ ` � � ` � � � ��'• Table Of Areas (SqQ Table Of Areas (SqQ Item (Cubic Yards) � ` � � ` ` ` — ♦ Total Lot Area 50,954 Cut Volume 479 CY Total Lot Area Up To CEHA 40.999 r AreaLandward of Tidal 50.010 yLot da Fill \(Olumo 11615CY / ♦ Existing Coverage: Existing Coverage: Total Fill Volume 1136 CY c at l \ \ \ Existing 2 Story Frame House 1.284 Existing 2 Story Fram9e House 1,284 Total Fill Within 100' of Wetlands Boundaries 40 CY \ Existing Framo Garage Existing Wood Deck i Steps 420 526 e sting Frame Wood Dock i Stops 420 520 ♦ \ Existing Covered Porch 139 Ex sting Existing Covered Porch 139 \ \ E i r r sung Coverage 2.396 (5.8 �) F� istine Outdoor Shower 27 �� Tofu Am Of LWW =m Total Existing Coverage 2,396 (4.8 y.) Item (Square Foot) • Proposed Coverage: Proposed Coverage: Existing Cloarod Area To So Disturbed 19,233 SOF Proposed Houso Proposed Wood Dock i Stops 1.680 1.451 Proposed Wood 1,465/ Proposed Wooded Area To So Disturbed 741 SCF A-001 .A It 448 Dock i Stops p Total Proposed Coverage 3.579 (8.7 y.) PTotal Proposed r000qod o Coverage 3.57x9 (7.2 X) Total Area Of Disturbance 19,974 SOF 0806 3G TS © 2009 Stollo Architocts, P•LLC. Au KW" R...rv�.