Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
39638-Z
40, Town of Southold a P.O. Box 1179 co 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37562 Date: THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2180 Depot Ln, Cutchogue SCTM #: 473889 Subdivision: S ec/Block/Lot: 102.-2-4 Filed Map No. 5/15/2015 5/15/2015 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2015 pursuant to which Building Permit No. 39638 dated 4/2/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Wickham, Gekee of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39638 4/28/2015 Authorized Signature 6 t TOWN OF SOUTHOLD off G BUILDING DEPARTMENT. � TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39638 Date: 4/2/2015 Permission is hereby granted to: Wickham, Gekee PO BOX 1122 Cutchogue, NY 11935 To: Installation of roof -mounted solar panels as applied for. At premises located at: 2180 Depot Ln. Cutch SCTM # 473889 Sec/Block/Lot # 102.-2-4 Pursuant to application dated To expire on Fees 10/1/2016. 3/26/2015 and approved by the Building Inspector. SOLAR PANELS CO - ALTERATION TO DWELLING $50.00 $50.00 ELECTRIC $1.00.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with,the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00; Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. New Construction: v . Old or Pre-existing Building: (check one) Location of Property: of 00 �� 7� G�! - �/ 6;4/ 90E House No. St eet Hamlet Owner or Owners of Property: Gtr (gee Vy 1 G (Lka-,-- Suffolk County Tax Map No 1000, Section b'2-- Block Lot 7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora�ryjCertif� Final Certificate: Fee Submitted: $ �-� 9 v (check one) 6PIKa4-5ignature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pF SOUryo� � o NV BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roper. richert(cD-town.southold. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gekee Wickham Address: 2180 Depot Lane City: Cutchogue St: New York Zip: 11935 Building Permit #: 39638 Section: 102 Block: 2 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sunrise Energy License No: 44433 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches Twist Lock El Exit Fixtures TVSS Other Equipment: 8.32 KW Roof Mounted Photovoltaic System To Include - 32- Kyocera KD260GX Panels, 1- SMA SB3000TL and 1- SMA SB4000TL Inverters Notes: Inspector Signature: Date: April 28, 2015 Electrical 81 Compliance Form.xls ROY ERLANDSON, P.E. 53 BURR AVENUE NORTHPORT, NEW YORK 11768 631757-5752 May 12, 2015 Town of Southold Building Department Town Hall Southold, New York 11971 Attention: Plans Examiner Subject: Roof Certification for Solar Panel Installation for: Gekee Wickham 2180 Depot Lane Cutchogue New York 11935 631-734-5454 Tax Map #1000-102.000-200-004.00 An onsite inspection on shows that the PV installation is performing as per manufacture's design specifications and meets the following: • Design criteria for the Town of Southold in conformance with RC301.1 of NYS BC and ASCE 7 (120 mph) wind. • The roof structure is strong enough to support the additional weight of the solar panels. • The mounting brackets and hardware meet or exceed NYS Code requirements for the design criteria for the Town of Southold • The actual in field attachments to the roof meet or exceed NYS Residential Building Code requirements and ASCE-7. • The mounting brackets are secured to the roof rafters Sincerely, Roy rlandson, P.E. Professional Engineer MAY 15 2015 �10 RLI?r DPL TO!,vi,i Dr10LD TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined , 20 Approved 120 Disapproved Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health - �iPERMIT NO. S Building 4 sets of Building Plans Planning Board approval Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to; Anthony Pubins 9 Locust Lane, Miller Place, NY 11764 631-882-3555 �r E �; ' J h APPLICATION FOR BUILDING PERMIT Date Z2 f� , 20 ZS VAR 2 6 2015 INSTRUCTIONS a. This application ST a completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ise£plams,. _seacsurat pte-ploan to s le. Fee according to schedule. %T Plo'i plan showing locati of lot and of buildings on premises, relationship to adjoining premises or public streets or 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 demolitionerem described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, an a ations, and to it authorized inspectors on premises and in building for necessary inspections. i ature of applicant or name, if a corporation) Anthony Pubins 9 Locust Lane, Miller Place, NY 11764 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent I Electrician Name of owner of premises Gekee Wickham (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 44433 -ME Other Trade's License No. 33132-H (Home Improvement) 1. Location of land on which proposed work will be done: 2180 Depot Lane House Number Street Hamlet County Tax Map No. 1000 Section 102 Block 2 Lot 4 Subdivision Filed Map No. Lot 2, State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential b. Intended use and occupancy. Residential 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Solar Panels flat on Roof (Description) 4. Estimated Cost 8,760 5. If dwelling, number of dwelling units If garage, number of cars Fee (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NIA 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories . N/A Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front NIA Rear Depth Height Number of Stories NIA 9. Size of lot: Front Rear Depth NIA 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES_ NO. 2180 Depot Lane 14. Names of Owner of premises Gekee Wickham Address Cutchogue, NY 11935 Phone No. x31.7345454 Name of Architect Roy Eriandson Address Rortha a;NY 1176s Phone No 631-575-5752 Name of Contractor Sunrise Energy Concepts, Inc. AddresS445 Broad Hollow Rd., Stlp?ffine No. 631.961-9952 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) n SS: COUNTY OF Anthony Pubins being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent / Electrician (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. CHRISTINE CHIAROVANO Swo before me this Notary Public - State of New York day of 20� NO. 01 CH6184890 _ Oualified in Suffolk Cc n n Expires NotaryPublic a of Applican Scott A. Russell SUPERVISOR IWA\N A\G]EM[]EN T SOUTHOLD TOWN HALL - P. O. Box 1179 a n' ],, %� 53095 Main Road - SOUTHOLD, NEW YORK 11971 '�' Town of So u t/ G o G (iL CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) E]ff A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ [�B. Excavation or f illing involving more than 200 cubic yards of material ❑ dwithin any parcel or any contiguous area. c. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ 3/E. Site preparation within the one -hundred -year floodplain as depicted s .� -' '-TDR1L-_1T=/f:,.........£. ❑I(� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or .more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. --------------------- ------------------- If you answered. NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with. your Building Permit Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) S.C.T.M. 1 OOO Date: % District NAME: rt &;l S Section Block Lot Mgnau`) `:: FOR BUILDING DEP.iA RTMENT USE ONLY' Contact Information: :rdwi—Nb,6 Property Address / Location of Construction Work: FORM # SMCP - TOS MAY 2014 Reviewed By: Date Z Approved for processing Building Yermit'. Stormwater Management Control Plan Not Required. ®Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 April 29, 2015 Roy Erlandson, PE 53 Burr Avenue Northport, New York 11768 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 E: Gekee Wickham, 2180 Depot Lane, Cutchogue OTE: Before the Certificate Of Occupancy can we need a letter stamped and signed by e architect or engineer that the solar panels were installed per New York State Code. TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39638-Z Solar Panels I h I Ib . 0 3 1 unountodrad allaratlon or addldon a to etiretmey is Nolatbn o1 Saetbn 720a o1 New Voik SHY EdxWonlaw CopMa 01 fila '�ym Mod Snot burltq 1k1 tlr lend wlnoH Modwal or ambaayd aril"rat be ewwwwad to be a wdid oto MR. ' Ouardnpc»ws Mdered Mean a W tun __ .. I_. O. WaeanDrinl. 0owwewdeperwy and V k�,akprlmueonYmdtlmaart�tn-_-. 40 9tti'tusipnsas of tfia Nndne Inedafion. Qcarariteo� ero net -^siorallo to additional lnsdtullons.br subsequent ownem' Ill ,V Nw � 1 0 �r3a y,3 rzob !It f L,9,vE Floe.- Gte�.t�w Y `(/i�.�.yi9 Au�.savYWrLE/y CQcAricw. Cuomo aNO�uRYEr�Le A/Y, P,aBary-yB 0 o.9rt• .gp".e ig zaoo AP ROVED AS NOTED !�►4 ��� DATE: C B. P. # ROY ERLANDSON, P.E. _ 53 BURR AVENUE FEE' BY. NOTIFY BUILDING DEPARTMENT AT NORTHPORT, NEW YORK 119-Ift 8 AM TO 4 Pn1 FOR THE 631757-5752 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED March 15, 2015 FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Town of Southold Building Department 3. INSULATION Town Hall 4. FINAL - CONSTRUCTION MUST Southold, New York 11971 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Attention: Plans Examiner REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONST GON- ERRORS. Subject: Roof Certification for Solar Panel Installation for: ©QQ Gekee Wickham ca 2180 Depot Lane " Cutchogue New York 11935 ELECTRICAL 631-734-5454 INSPECTM,.," GLvRED Tax Map #1000-102.00%, 200-004.00 Required rafter load capacity per square foot of roof......................32.74 psf Design snow load 20 psf, Dead load 10 psf, added solar panel unit weight 2.74 psf Rafters: 2x6 @ 16 in O.C. - horizontal span: 10'-1" Max. One layer of roofing shingles only. An on -site inspection shows that the existing rafters meet the following: • Design criteria for the Town of Brookhaven in conformance with RC 301.1 of NYS Residential Building Code and ASCE 7 (120 mph wind). • Based on a stress analysis of existing rafter strength, the roof structure is strong enough to support the additional weight of 2.74 psf solar panels. • The mounting brackets and hardware meet or exceed the NYS Code for the design criteria for the Town of Southold. • The actual in -field attachment to the roof will meet or exceed NYS Residential Code requirements and ASCE 7. • The solar installation will be in full compliance with all current National Electrical Code (NEC) requirements. • The solar modules will be flush mounted, parallel to the roof surface and no more than 6" above the surface. Sincerely, C01"\A I V '_VI. H Al I CODES OF OF 1�i `W YOB- K S A r'L-& TOWN CODES S REQUIRED 0 C I OF o Er andson, P.E. SO p Professional Engineer ars SOUT, ARD Gekee Wickham 631-734-5454 2180 Depot Lane Cutchogue, NY 11935 ROOF 3 ROOF 2 aA" u- PiLl 0 L- ® a O -J=1 11 .� DD 00 � � 3 , 000000000000000 000000000000000 000000000000000 000000000000000 ROOF 1 Total ROOF 2 Total ROOF 3 V Module Rails (ft.) L -Feet Total Gekee Wickham 2180 Depot Lane Cutchogue, NY 11935 eight per unit Quantity Lbs. # 44.10 18 0.9949 78 0.1578 20 leight per unit Quantity Lbs. # 44.10 8 0.9949 35 0.1578 9 Zight per uniM26 Lbs.44.100.99490.1578 Lbs. 793.80 77.60 3.08 874.48 Lbs. 352.80 34.49 1.37 388.66 Total Lbs. 264.60 25.87 1.03 291.49 Panel sur area Soft. 318.97 !fight per 5q ft. s./Sq.ft. 2.74 �igh� � 141.77 2.74 tel surface Weight per area S .ft. Sq.ft. Lbs./Sq.ft. 106.32 2.74 ROY ERLANDSON P.E. 53 BURR AVE. NORTHPORT, N.Y. 11768 Licensed Prof. Engr. NYS Lic. No. 040275 (631) 757-5752 8.320 kW PV System Inverters: 2 Provided SMA, model SB3000TL-US-22 / SB400OTL-US-22 PV modules: 32 Provided (see attached specifications) KYOCERA, model KD260GX .................... ............. ....:. ... ... 41 PA. ' 'Tnv6rter TIPA M'ETSR' DC.AC Breaker Panel I4odules Modu3es AQ .Disoonnect: ..', Molise ' DC Disconnect appJ fiances. ligti'Cs; Inverter � • � _ DC�,4C ��(( � 4i.". I'b.c AC .t4 connect.. ' ...: Disconn®ct Ground`.>.. Pub 101020-1cc • October 2010 ,..a 2010by linirac, Inc. All rights reserved. OM -U N � 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 24). P4. 2 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. - 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; Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic. factor should be confirmed with the local building official or a licensed professional engineer. SunFrame Unirac Code -Compliant Installation Manual ' 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 and 2009. For purposes of this document, the values, equations and procedures used in this document reference AS CE 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 FV 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 may be obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: pnet (PSD = AKztIpnet3o 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 forpitched 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. ftg' 3 SunFrame as U N I RAC Unirac Code -Compliant Installation Manual Step 3: Determine Roof/WaU Zone: The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. Table I. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension (ft) Height (ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 130 175 200 300 400 500 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18, 18 18 20 `..6 12 5 . _ .I7 SQ 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41 N SunFrame Unirac Code -Compliant Installation Manual ;•■•UNI RAC Step 3: Determine Roof Zone (continued): Using Roof Zone Setback Length, a, determine the roof zone locations according to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. 'Enclosed buildings, wall and roofs Flat Roof ��� Hip Roof (7° <' 6 5 27°) sodr��x�" ""aYs ti •.w� k. h.14 ��ar n ..a t Al Gable Roof (8 S 70) Gable Roof (7° < ®"S 45°) •.' .�,^ i ''mid `�'+`'s�"-.a"a`� 1 '��``+, ti h xf . a, � k ... F-1 Interior Zones nz End Zones Corner Zones 3Eu°I �.. Roofs -Zone F/Walls -Zone 4��;��; Roofs -Zone 2/Walls - Zone 5 Roofs -Zone 3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine NetDesign Wind Pressure, p„et3o (psfj: Both downforce and uplift pressures must be considered Using the Effective Wind Area (Step 2), Roof Zone Location in overall design. Refer to Section II; Step 1 for applying (Step 3), and Basic Wind Speed (Step 1), look up the downforce and uplift pressures. Positive values are acting appropriate Net Design Wind Pressure in Table 2, page 6. Use toward the surface. Negativevalues are acting away from the the Effective Wind Area value in the table•which is smaller than surface. the value calculated in Step 2. If the,installation is located on a roof overhang, use Table 3, page' 7. Page 5 ::' UTI I RAC Unirac Code -Compliant Installation Manual SunFrame Table 2. pnet30 (pst Roof and Wall 8as1c 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. P.ge 6 9Q. 100 (:IQ 120 130 140 150 170 Wind Area Zone {s� Dow.... : Up(ik: Dovmforce Upldt DownfoFce Ueltfc:;:. Downfarrce Upldt Dorrnforce Upl'ifti Downforce 'Uplik ;C)ownfglLe ::Uplde. - Downforce Uplift I 10 59 :146 ': 7.3 -18.0 89 2t $ ,: 10.5 -259 124 304: 14:3 -35.3 21.1 -52.0 1 20 5fi 142:: 6.9 -17.5 83::` 212 9.9 -252 t1;6 296:; 13.4 344 ;t54 394::: 19.8 -50.7 I 50 5 t 137 6.3 -16.9 76 `' 205 9.0 -244 106 2$6:<. 12.3 33.2 '14 1 3$ I 18.1 48.9 100 47 :133. 5.8 -16.5 70: (99 :: 8.3 -23.7 11.4 323 <;130 370; 16.7 -47.6 3 10 5 9 24 4 • 7.3 -30.2 8 i '; 36 5 10.5 -43.5 12 4 5 f.0 14.3 59.2 16 5 6't921.1 -87.2 0 2 20 S 6 21$ 6.9 -27.0 8 3 32 6 .: 9.9 -38 8 t'16 45 & ; 13.4 _52.9 15 4 '667" . 19.8 -78.0 0 2 50 5 # 1$4 6,3 -22.7 76 275 9.0 -327 i:Efi 3$:4 12.3 445 :;t4,1 5i 1 =: 18.1 -65.7 c 2 100 47 15$ 5.8 -19.5 70; 236. 8.3 281 9'$ 330 11.4 382 '130 -439.' 16.7 -56.4 12 3 10 59 =368 :' 7.3 -45.4 $9.:: 550 :. 10.5 -6541'24 768: 14.3 890 -'t65 f022: 2 . -131.3 3 20 5 6 : 30 5 s 6.9 -37.6 8 3 :. 45 5 -: 9.9 -542 1fi; 6 63:6 ::: 13.4 -73.8 "i 5 4 84 T 19.8 -108.7 3 50 S l 22 #' 6.3 -27.3 7 6 J3 I :. 9.0 -39 3 1 6 -46 2 . r 12.3 53 5 a19 t 5 [ S 18.1 -78.9 3 100 4 7 15 $ 5.8 -19.5 70' 2J 6 ': 8.3 -28.1 9$ 3J.A ,; 11.4 -38.2 ' # J 0 43 9 :: 16.7 -56.4 I 10 $4 33.10.4 -16.5 t25 {99 14.9 -237 L75 278;: 20.3 323 ;233 J70i 30.0 -47.6 20 77 ?130 9.4 16.0 lVA;: t94 13.6 -230 ffa0 270.': 18.5 31.4 213 360.' 27.3 46.3 50 67 125 8.2 -15.4 100 1$6 11.9 -222 t39 260: 16.1 302 :185 345t` 23.8 -44.5 1 100 59 f21.° 7.3 -14.9 $9 iBT 10.5 -215 1;24 25,2 14.3 293 ;[65 336; 21.1 43.2 a� 2 10 84 23 2 + 10.4 -28.7 12 5 :" 34 7 14.9 -41.3 17 5 48,x# : 20.3 56 2 23 3 64 5_; 30.0 -82.8 N 2 20 77 2t4 9.4 -26.4 t14 ; 3i 9 13.6 -380 1,60 -446`; 18.5 -51.7 2i 3 593 27.3 -76.2 2 50 67 [89`: 8.2 23.3 100": 2$Z 11.9 -336 #3;9 39 16.1 -45.7 ;;#$S -525; 23.8 -67.4 w 2 100 5 9 ::# 7 0::. 7.3 -21.0 $ 9 ;. 25 5 10.5 -30 3 # 2 4 35 6 i; 14.3 41 2 ':# fi St73.- 21.1 -60.8 °o 3 10 $4 34310.4 42.4 ,.:' i25 5i J a 14.9 -610 l75 716 20.3 83 I '233 954; 30.0 -122.5 3 20 77 321 :: 9.4 -39.6 ii4 479 ; 13.6 -571 160 670 ' 18.5 777 X213 -892:' 27.3 -114.5 3 50 b 7 29 } ' 8.2 36.0 100' �43 5 :': 11.9 -5I 8 13.9 60 $ i. 16.1 70 5 :l$ 5 =8i U:„ 23:8 -104.0 3 100 59 .:269 7.3 33.2 $9 ; 402. ; 10.5 479 (24 562 14.3 65 1 t65 748 ; 21.1 -96.0 10 16.5 -18.0 19 9 : 218 1 23.9 -25 9 27 $ 30 4 ' 32.3 -35.3 ;37 0 W40 5 .:{ 47.6 -52.0 I 20 130 13$ ' 16.0 -17.1 t9,4; 207: 23.0 -246 270 28q 31.4 335 w360 3$4 46.3 -49.3 iu I 50 12 5 12 8 15.4 -15.9 I $ 6 1:9;2 :22.2 -22 82b 0 26 $ 30.2 3 I I 34 6 35"T 44.5 -45.8 I 100 t2 t 12 1 : 14.9 -14.9 t8 i t8 I : 21.5 -21.5 25!2 2S2 29.3 293 '335 336. 43.2 -43.2 tko 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 41.2 370 -47 3 47.6 -60.8 2 20 t30 163 16.0 -20.1 194`x: 243 t 23.0 -290 270 340 31.4 394 ;,360 a53 46.3 -58.1 2 50 t25 15,3: 15.4 -18.9 i$6.`: 229 °22.2 -272 2$`0 320;' 30.2 371 ;346 .,-425 44.5 -54.6 N 2 100 12 t 146.: 14.9 -18.0 1$ {,:t 21$ 21.5 -25 9 25;2 304 - 29.3 -35.3 '33 fi 405 :i 43.2 -52.0 0 3 10 13 3 t 7 0:16.5 -21.0 # 9 9 ` 25 5 '" 23.7 -30 3 2Z $ 35.6 ' 32.3 -41.2 47.6 60.8 3 20 t 3 0 16 3 16.0 -20.1 t9 4:. 24 3 i 23.0 -29 0 ,270 , 34.p °': 31.4 -39.4 :36 0 45 3 :` 46.3 -58.1 3 50 t25 153 15.4 -18.9 t8b, 229 ;::22.2 -272 26:0 3z 0. 30.2 -37.1 346 25;r 44.5 -54.6 3 100 12 I ,t4 b ; 14.9 -18.0 i8 1 ': 2i 8 '. 21.5 25.9 25.;2 304. 29.3 35 3;33 6 40 5;,;; 43.2 -52.0 4 10 i4 6 t 5 8 18.0 -19.5 21 �'' 23 6 ` 25.9 -28 1 30;4 33 t? ? 35.3 38 2 :90 5 43 9 52.0 -56.4 4 20 13 9 15 # 17.2 -18.7 20 8;_ 22 5 24.7 -26 9 29,0 31 5 '::{ 33.7 36.7 49.6 -54.1 4 50 130 f43 : 16.1 -17.6 !9S ` 2{ 3 .23.2 -254 27x2 29'8 ; 31.6 346 `362PI 397? 46.6 -51.0 4 100 124 ;136 :15.3 -16.8 185 204''.22:0 -242 25:9 28A : 30.0 330 344 378;; 44.2 -48.6 3 4 500 10 9 12 } :13.4 -14.9 16 2 : 18 i . 19.3 -21 5 22:7 25 2 26.3 -29.3 30 2 33 6 ' 38.8 -43.2 5 10 f 4 Yx 19 S .` 18.0 -24.1 21 8 29 1 .25.9 -34 7 35.3 -47 2t02:52.0 69.6 5 20 13 9 t 8 2 ' 17.2 -22.5 20 $ 27 2 ` 24.7 -3214 29:0 3$ 0 33.7 -44.0 38 7 50 5 ; 49.6 -64.9 5 50 t 3 0 16 S ..i I b. I -20.3 19 5 .,:; 24 6 _.:, 23.2 -29 3 7;Z 34 3 31.6 -39.8 .36 a X45 7:46.6 -58.7 5 100 `!24 15 t 15.3 -18.7 f8 5 22 6 : 22.0 -2619 26;9 3{ 6 30.0 -367 344 42 # `: 44.2 -54.1 5 500 109 l21 ': 13.4 -14.9 i62;. 181 :: 19.3 -215 22:7 252 26.3 293 ;302 3J6,< 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. P.ge 6 v q - w O (D(D F o w to F a n " 'ti (D b n f�D ° o' °_ �' o°a cn ^: O o+ p '.D W. n q (D CJI 'v a• 'O w n do O tom,,, ti iD �.y - O� b yy T' • O „�` r'' V O �V�pp r} V w n '=J y o I-vl tj cp 02 r��rp tj ao w w G (D nc� Ar - :° �' o clq oc ocrL CL CD Q �j ° a ID n �• a y "Z,oQ G CD y y G y n w n w n 0, n w° a O p O O by G. y W N '1 m p O G a y o on o n (D 9 cn o b�� Baa m n N 8 h y CD N 0 m w w (D Qq o o cn C O 0� n ti (D on �'°° y o y w oc to ° v CD y d n n n C°a�3 oGo oa°a� `G OQO vwi •�,,,. (D pq' rwn C ]" w y O� rY 03 w Nn n O G O (D 00 Q V w G � �t 0 IQ N p '+ - (D m (D CD o � mac w o' w y H vwiJ cn (,.D (p n rL CD w ®U ISI I RA[ Unirac Code -Compliant Installation Manual SunFrame Step 7: Determine adjustment factor for height and exposure category, A: Using the Exposure Category (Step 6) and the roof height, h (ft), look up the adjustment factor for height and exposure in Table 4. Step 8: Determine the Importance Factor, I.- Determine :Determine if the installation is in a hurricane prone region. Look up the Importance Factor, I, Table 6, page 9, using the occupancy category description and the hurricane prone region status. Step 9: Calculate the Design Wind Load, pnet (psf): Multiply the Net Design Wind Pressure, pnetso (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Topographic Factor, Kzt (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (psf) = AKztl 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) jpnet3o (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 H to select the appropriate SunFrame Series rail, rail span and foot spacing. Table 4. Adjustment Factor (A) for Roof Height & Exposure Category ' Mean root height ((t) 8 Exposure C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45, 1.12 1.53 1.79 50 116 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 44. SEE ATTACHED APPENDIX A (ENGINEERING REPORT) FOR DATA AND CALCULATIONS Variable Description Symbol Value Unit Step Reference h.._ ,.... .. ft Building, Least Horizontal Dimension ft , Exposure Category 6 `Basic Wird Speed;'... .. ;.: :•� '`. ......: . �. ' ., ....; .. .. ,' `:: mph ... 1.... . •;,Figure 1',:. ; Effective Roof Area sf 2 Roof Zone Location 3 Figure 2 Topographic Factor Kzt x 5 AdJustnePt factor for hetgktit and exprrsure sateg4ry :.. A.. ;, ... ; .:.. ,x . - >....: ` :. 7 . Ta61e:4 . Importance Factor I x 8 Table 5 SEE ATTACHED APPENDIX A (ENGINEERING REPORT) FOR DATA AND CALCULATIONS Pne SunFrame Unirac Code -Compliant Installation Manual CC' U N I RAC Table 6. Occupancy Category Importance Factor Source: IBC 2006,Table 1604.5, Occupancy Category of Buildings and other structures, p. 28 1;ASCEISEl 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 I Non -Hurricane Prone Regions and Hurricane Prone Reeons . Hurricane Prone Re - with Basic Wind Speed;V = glens with Basic Wind Category Category Desicotion Buildingrype Exampres 85-100 mph, andAlaska 3peed,V >'IOOmph 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 1,111, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with'a capacity more than 250 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,Table 1604.5, Occupancy Category of Buildings and other structures, p. 28 1;ASCEISEl 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p. 77 I M"UNIRACUnirac 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 8a and Table 8b 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. Rail h L Fo of Spacing ' Yage 10 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, p„et (ps}) 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. The beam must be sized for uplift, downforce and side loads. Use the maximum absolute value of the three downforce cases and and the uplift case to size the beam for uplift and downforce. Use the side load case to size the beam for side load. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). P (psf) = LOD + LOS' (downforce case 1) P (psf) ='1. OD + 1. Op,,, (downforce case 2) P (psf) = LOD + 0.755' + 0.75ptte, (downforce case 3) P (psf) = 0.6D + 1. Op.., (uplift) P (psf) = sin(roof angle)D + sin(roof angle)S (side) D = Dead Load (psf) S = Snow Load {psf] P_, = Design Wind Load .(psf) The maximum Dead Load, D (psfl, is 5 psf based on market research and internal data. 'Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 ofASCE 7-05 for more information. Figure 3. Rail span and footing spacing are interchangeable. is \&e to . c \aC do QeeQe Co' Note: Modules must be centered symmetrically on the rails (+/- 2*), as shown in Figure 3. If this is not the case, call Unirac for assistance. SEE ATTACHED, APPENDIX A (ENGINEERING REPORT) FOR DATA AND CALCULATIONS Description Variaiate Downforce Dovrnfgrce Downforce Sidenris:. Case 1 Case 2"` Case 3 Dead Load D I.0 x D 1.0 x D i� 6 pct s',j sin(roof angle) x D Snow Load S 1.0 x S Note: Table to be filled out or attached for evaluation. Step 2a: Determine the Distributed Load on the rail based on uplift and downforce, w (pif): Determine the Distributed Load, w (plD, by multiplying the module dimension, 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, p1,f) B = Module Dimension Perpendicular- to Rails (ft., see Figure 3) P = Total Design Pressure (pounds per square foot, psf) 0.75 x S _ 0.75 x P., sin(roof angle) x 5 Sum ofabove3 Sum above two psfr numbers umber numbers *Note: P_ uplift will be a negative number Step 2b: Determine the Distributed Load on the rail based on side load, w (plf): Determine the Distributed Load w (plf), by multiplying the module width B (ft) by the Total Design Load P (side) w = PB w = Distributed Load (pounds per linear foot, plf) B = Module Dimension Perpendicular to Rails (ft) P = Total Design Pressure for side load (pounds persquare foo4 psf) Step 3: Determine Bail Span/ L Foot Spacing: Using the distributed load, w, from Part4l, Step 2, look up the allowable spans, L, for SunFrame. There are two tables, Table 8a for uplift and downforce and Table 8b for side load. Look up the allowable'span for uplift/ downforce from Table 8a and side load from Table 8b. Span for the system will be the lower of the 2 appropriate values from Tables 8a and 8b. Table 8a. L -Foot SunFrame Series Rail Span (uplift and downforce) Span w= Distributed Load I ($) 20 25 30 1 40 ? 50 z 60 80 100 120 140 1 160 1 180 3 200 # 220 ? 240 f 260 280 1 300 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF' 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF 5.5 SF SF. SF SF SF SF SF SF SF SF 6.5 SF SF SF SF SF SF SF SF : 7.5 SF SF SF SF SF SF SF SF SF ... ,. z mom 8.5 SF SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10.5 SF SF SF SF 11.5 SF SF SF MUUNIRAC Unirac Code -Compliant Installation Manual SunFrame Table 8b. L -Foot SunFrame Series Rail Span (side load) Span = Distributed Load If (ft) 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 2 ;SF.. , ��:.; .SF ; SF....,$F:. SF .•<SF S.f< ... S�-.. SF ..::sF. $F' .", Sl' .. :�F.. ��� < SF ... 'SF SF::: 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 Sfi _. , 3.5 SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF 5.5 SF SF : SF SF SF. SF 6.5 SF SF SF SF SF 7.5 SF SF SFSF . 8:5 SF SF SF' 9.5 SF SF 10.5 SF 11.5 S6 ?2 SF Step 4: Select hail Type: Step 5: Determine the Downforce PointLoacl, R (lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span: spans produce fewer wall or roof penetrations. However, When designing the Unirac Flush Mount Installation, you longer spans create higher point load forces on -the building must consider the downforce' Point Load, R (lbs) on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce, PointLoad, R (7bs), is determined by It is the installer's responsibility to verify that the building multiplying the Total Design Load, P (psf) (Step 1) by the Rail structure is strong enough to support the point load Span, L (ft) (Step 3) and the Module Length Perpendicular to forces. • the Rails, B (ft). R (lbs) = PLB R = 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. Page 12 SunFrame Unirac Code -Compliant Installation Manual • U N I RA[ Table 9. Downforce Point Load Calculation Total Design Load (downforce) (max of case 1, 2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R lbs SEE ATTACHED APPENDIX A (ENGINEERING REPORT) FOR DATA AND CALCULATIONS step a: Determine the uplitt Point Loaa, K (lbs. each connection based on rail span: You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table 10. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs SEE ATTACHED APPENDIX A (ENGINEERING REPORT) FOR DATA AND CALCULATIONS size and embedment depth to Lag screw specifications satisfy your Uplift Point Load 5/6" Force, R (lbs), requirements. Specific shaft gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum Engelmann Spruce, Lodgepole Pine A. point loads calculated according to. (MSR 1650 f & higher) 0.46 235 `Y? Step 5 and Step 6. xv: Hem; Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine O.SS 307 Thread depth 3 . 5 " LONG 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, Table 11.2A, 11.3.2A. Notes: (1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in theAmerican Wood Council NDS for Wood Construction. Page *Use flat washers with lag screws. 13 ;® U N I RAC Unirac Code -Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code -Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components: 0 a Pq. 14 Figure S. SunFrame threaded slot rail, cross section, actual size. Figure 4. SunFrame components. SunFrame Unirac Code -Compliant Installation Manual ;;' U N I RA[ ® Rail— Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16 -foot lengths. Aluminum 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. Aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. ® Cap strip screw (1/4-20 x 1, Type F thread cut- ting)—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. 0 Rail splice—Joins rail sections into single length of rail. It can form either a rigid or thermal expansion joint. 8 inches long, predrilled. Aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. ® Self -drilling screw (No. 10 x 3/4") —Use 4 per rigid splice or 2 per expansion joint. Stainless steel. 0 End caps -Use one to neatly close each rail end. UV resistant black plastic. ® Truss -head sheet metal screw (No. 8 x 5/8") —Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black zinc chromate coating to match end caps. QL-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. Aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. 0 L -foot bolt (3/8" ,x 3/4") —Use one per L -foot to secure rail to L -foot. Stainless steel. Flange nut (3/8") —Use one per L -foot bolt. 304 stainless steel. Stainless 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. ® L -foot adjusting slider (optional) —Use one beneath each L -foot or aluminum two-piece standoff, except in lowest row. Aluminum extrusion. Sliders allow easier alignment of rails and better snugging of PV modules between rails. Includes 3/8" x 1-1/4 bolt with flange nut for attaching L -foot or standoff shaft, and two 5/16" x 2-1/2" lag bolts with flat washers for securing,sliders to rafters. ® Two-piece (pictured)—Aluminum extrusion. Includes 3/8" x 3/4" serrated flange bolt with EPDM washer for attaching L -foot, and two 5/16" x 3-1/2" lag bolts. 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. One-piece—Service Condition 4 (very severe) zinc - plated welded steel. Includes 3/8" x 3/4" bolt with lock washer for attaching L -foot. Flashings—Use one per standoff. Unirac offers appropri- ate flashings for both standoff types. Installer supplied materials: Lag screw for L-foot—Attaches L -foot or standoff to rafter. Determine length and diameter based on pull-out values in Table 3 (page 13). 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.adjustingsliders and standoffs. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. Clamps for standing seam metal roof—See "Frequently Asked Questions..." (p. 23). Page 15 ::' U N � RAC Unirac Code -Compliant Installation Manual SunFrame Installing the array: Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails, beginning with the lowest row and moving up the roof. C. Placing modules and cap strips, beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. • Footings must be lagged into structural members. Never attach them to the decking alone, which leaves both the ar- ray and roof susceptible to severe damage. For rails exceeding 40 feet, contact a licensed structural engineer to evaluate necessary thermal expansion joints. • There is no "WEEB" available for SunFrame. 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. P.R. 16 Array length Array width —" (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. Same frames have lips. Others are assembled with pan-headscrews. All such features must be included in module length. StinFrame Unirac Code -Compliant Installation Manual :;• 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 tile or shake, use optional standoffs with flashing to raise L -feet. L -feet must be flush with or above the highest point of the roof surface.) L -feet can be placed with the double -slotted side against the roof surface (as in Fig. 7) or with the single -slotted side against the roof (which increases air circulation beneath modules). Module -to -roof dimensions are listed on page 19 for both arrangements. Aifyou are using L footadjusting 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 18. 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). 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 S. L -Foot assemble them prior to orientation. attaching L -feet (see "Footing and splicing require- ments," p. 18, and "Material planning for rails and cap strips," p. 20). 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 re- spect 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. P.g. 17 o U N I RAC Unirac Code -Compliant Installation Manual SunFrame Using standoffs with L -foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8 -inch hex - sliders, although flashings may not be available to cover the head bolt. Note that L -feet are positioned long side up on the entire length of .the slider. Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row. In subsequent rows, attach the shaft in the same manner as an installation with no standoffs. With standoffs of equal length, orientL foot to compensate for height difference. This example assumes a rail seven times the length of the footing spacing (A). A splice maybe located in any of the If the standoff supporting the lowest rail is I 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. 20). The installer is solely responsible for ensuring that the roof and 5. All interior rail sections must be supported by no less than one L -foot. its structural members can support the array and its live loads. For rails exceeding 40 feet, contact a licensed structural engi- neer to evaluate necessary thermal expansion joints. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 2-3, especially step 1). Foot spacing at 48 inches is advised. 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. P.Re 18 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 fully supported by rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side of a non -rectangular module. When a rail supports a, pair of non- rectangular modules by themselves (right),' it must be supported by at least two L feet. The rail should be at least 14 and no more than 24 inches long which will likely require a stringer between rafters to ensure proper footings. Rafters i is € Stringer . + W _–rT r --Rall Non -rectangular modules SunFrame Unirac Code -Compliant Installation Manual .0000- U N I RAC 3. Laying out and installing the next row of L -feet: With L -feet only: Position the second row of L -feet in accor- dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L -feet. Install the second 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. Figure 10. L: foot separation. See the note on module length in the caption of Figure 3 (p. 10). ..i z A + 1 3 16„ A+21/4, 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. 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. 5. Installing remaining L -feet and rails: Install the L -feet and the rails for the remaining rows, follow- ing Steps 3 and 4. You may use the same module to.space all the rows. When complete, confirm that: Figure II. If you are using L foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Figure I2. 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 ;; U N I RA[o 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.18). 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 Z. every 8 inches, beginning 4 inches from the ends of All cap strip segments are cut at the midpoint between the rails). prepunched screw holes. For each rail, start with the cap • One screw 4 inches or less from the each end strip segment that crosses the array center line, and position of every rail segment. Wherever there is no over the center line so that the appropriate holes are spaced prepunched hole within 4 inches of an end of a equally on either side. segment, drill a 1/4 -inch hole 2 inches from the end Position each cap strip onto its rail and mark its trim point. of the segment and install a cap strip screw. (In Remove and trim before final mounting. most cases, you can avoid this situation with good preliminary footing and splice positions must be material planning.) checked against structural requirements in "Footing Structural requirements always take precedence, but usually and splicing requirements" (p.18). In this example, good planning can also achieve both material conservation the center of the array is offset 2 inches from the center and superior aesthetics. This example conserves material rafter. This prevents rail splices BD (3rd rail) and CE ' and achieves two specific aesthetic goals: (4th rail) from falling too close to the center of the spans • Cap strip screws must align across the rails. between footings (Requirement 3, p. 18). Because foot- ings are not visible from ground level, there is negligible • End screws must be equidistant from both sides of aesthetic loss. the array. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205 -inch rail Array center line 1 11 .i f 9 i •.':V Tnm line (array edge)1(. j ( :1j Trim line (array edgel j V 112'` • .; ;:.. :.. .. .; .9 f . X 96° .. .;:; '. 1st cap strip j a C . 83, i $. ' ill 1.. E 122 .. ..:. ..: ...... 4th rail X 96" i 2nd cap strip .Li . •`" , -W 112" t" B 83'' r s3rd rail . D 122' ( $ -V 80.. 1 L> .t e c i.a Y. 128`.'- > ,( 3rd cap strip A 96 C .109" J 2nd rail •(1 ■ r'" .. 'i. W 80" ,,: • ;.: • ,� y .7.91." a� :. ► " .,. .i .ti .. :l i - Z 128" • . .. � • ..' ,.1 . .: 4th cap strip A 96" 11 B 109" (+ ' ri ,.,• lst rail Usable remainder: D, 70'; E, 70", Y, 64"; Z, 64" Page 20 0 SunFrame 6. Securing the first module: Gather sufficientlengths 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. 20). 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. Unirac'Code-Compliant Installation Manual ;;'UNI RAC 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 (18-8 stainless steel) and the correct length. Every cap strip segment must have a cap strip screw 4 T. inches or less from each end If the nearest predrilled 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. Wherever 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. Page 21 HUN�RACUnirac Code -Compliant Installation Manual SunFrame Figure 16. End cap installation. 9. Installing the end caps: Attach the end caps to the ends of the rails by securing with the truss head sheer metal screws provided (Fig. 16). Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be %a-20 Type F thread cutting (18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length (inches) 1.34-1.42 34-36i C 3/q" 1.50-1.57 38-40 .. D '/q" 1.77-1.85 45-47 F I " 1.93-2.01 49-51 E Sharp lipped modules �µ G 1" Sanyo lipped modules H 3/q" Page 22 SunFrame Unirac Code -Compliant Installation Manual • 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 standoffsare 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? Unirac is pleased to present ACECLAMP® JR, our latest solution for mounting rails to a standing seam roof. Innova- tive and affordable, ACECLAMP JR is designed to provide a superior, non -penetrating method for attaching solar mod- ules to any of the popular seamed metal roofing) systems. Module a y{ thickness varies 31/8"± i/8" . . kI ,.13/4-+ 1/8 - When compared to other solutions, this innovative two piece design has only one bolt with a "top down" clamping mechanism that installs faster than any other standing seam attachment on the market today. ACECLAMP JR with the 3/8" (10=) mounting connection can be used to secure any SunFrame solution to ACECLAMP JR. Rail attachments should be ordered separately. 21/4± 1/8N Standoff height. (3", 4', b", or 7 all ± 1/8-) Module thickness varies /8"± 1/8" P- 23 Module thickness f 21/4"+•1/gwm � s 21/4± 1/8N Standoff height. (3", 4', b", or 7 all ± 1/8-) Module thickness varies /8"± 1/8" P- 23 :� U N I RAC Unirac Code -Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("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 purchaseof the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty isVOID if the practices specified by AAMA 609 & 610-02 — "Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) 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. If within the specked 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 Produce. Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Produce, and not any related items. m Nii I RAC 1411 Broadway Boulevard NE P- No Albuquerque NM 87102-1545 USA 24 Page.1 of 3 APPEADIX A (EAGII11"ER1.,'G REPORT) DesmDBon EnOWeMgVarkMee Solarmount / Sunframe Configurator - Project Specs prvlec[ sm Name: RDOF1 AnmV klOrm ManufarNrer. Kp Email: Module Modc1: I032fi0(i m Telephone: Pan Number Module flim: 65AS'a36.97- 6.91'SEE RvMPOan DanOb 6 EDRAWING RNecticpellon Sun6ame Rall Numberof Mays 1 ciM Smk: LUWogue,NV Tolal 6kdulps 18 9p code: 1-5 TONI IGIowaOs 4.68 CmnM Sbifdk CaDeMpe .M. W1ntl Speed: 120 rnpb Racking Type Sunlmme Roolmounl Ground Snow Lpetl: 36 psf Module Menragon SEE DRAWING 136 130 Rall Diredlbn SEE DRAWING DesmDBon EnOWeMgVarkMee Memriel TaNaoN - Retldnp NleNmanti)Pe DesmoBan VadaNe 6u8geatetl fbmnlNY Pan Number PanType RvMPOan DanOb n de9m ea 210182D Sun6ame Rall SF RNL t92'.TNREADED, DRK 6 fi 303002D Splim SMSPLICEBMSERRATED-K 3 3 2020040 CaDeMpe SFCMSBRIPIDT, F.DW 6 fi 200001D CeDatrlp Saevm $FLFPSCREINX.DRK WI' 136 130 304o00D Single LFee1 SNL-WTSERRATEDWMDW,DRK 24 24 DeaMlpeon Flashing CeAlbur DlsNbutpr 24 24 DesmDBon EnOWeMgVarkMee Value - Retldnp NleNmanti)Pe DesmoBan VadaNe vai ula BU IOIn9 HaI2M RmfMgle h Rail prefem Radeoa Ra4span 15 +1b2T B n de9m ea W dFDw, M-1,11 Spans 1 Bnpofsnm Fedor BF 44 120 m Ph —Speed Enedhe WMd hea V M1 100 fR Rooflnne Dvsalp5on Y§deble Do f 1 Unk Singl<Sunnama PoMI Loed Pomo Deelgn Wlnd Lmtl f51cW0m , lea DeaMlpeon 1Adeble Value Units Net Design VMd Reavure (UP") PneuO Ngin) Redsed Rad Spen -21s Psi Npi Dsaign VMd Preeeum(Dp f—) Prwr30(Downfome) R BOBD los Pal MJuaenem FatlPr br ll fthtand El I—Cakgob 2 Building Cade N.S. 2008,2009 end ASCE 7-0S. 1 engl-ee ng fa BnPonanm Factor I 1 Rev32-8/15.2011 DsaigniM dLova NWA) (uplift) .214 Pst Design Wnd Loa0l0ownfome) ».. �mm - Prol(DPwnrpmel ms .,_.»,_,....._.__ Psi .«_�._...__..». LmdCnnbbsllane QkWaOoru DeapipBon l2dabla D ro IiPlrt _ u IN Oead Loed TPlal Design Wind Load Pnel 10.5 •21s .1 Snow Load 6 20 psf Tw load Com—Im 1 TomLvad COmtlnatlon 2 D • 0.15Pnel• 0.255 D•ft t 27.615 15.s Pet Toml Load Combine0on 3 D • 5 25 psf Tobl Load Combkatlm 4 0.8D • Pnat -1..5 psf MaxAbsolw Value Lova 21.875 Per de4Nuled load takWagon D mpnan VadeCle Yglue UNts Madmum Msdub l0ke ofLoad CombineB'mv P 2T.8�5 psf 6bdule LangN P -.e alarb fth B 5.65 fl DlsNbuled Loed NNift) w -100.81 PN Dlabibuled Load(Oow —) w 151.99 PN DesmDBon lhdable Value UN6 Retldnp NleNmanti)Pe 61n91eL Radd�e Avadunenl Liool Rail prefem Radeoa Ra4span L 4 n M-1,11 Spans Single L Fpot BF 44 ft Double LFeot ...,-,.-.».-.... .,,«.... -...-,,..»---...ter,..—.. 6F 4S M1 PoiMLaaa Gicub[bne (per Code, Nese am based an metlmum allowable spans es shown In Martebow) Dvsalp5on Y§deble Do f DPNn Unk Singl<Sunnama PoMI Loed Pomo R , lea Pdm Lmtl Ce1cWa[Ime rer ywr open aro: ...s.�.r ............. �. ,-......,.,-n-,-...,..- .:-..»,r,.,.».m-n.,...»«............,.,.. _,-...».,..«...>..-..,, .. ,,.,., ..-.... ,.,..:........ , :.....,. ..., ,. >«, .,n.,m.r..,.,,, .r .. >.>:»>:,.n.-........v:..rnnm -, ..a,.. m.. -,....m.. m Rn I prat ,.,rc.mr ..n...,.. Redsed Rad Spen L 4 n Sun6eme Poinl LoeO Ferro R BOBD X034 Iba This n—d....d-db91ofmatedelaisbbe wluamdbUnimc SNedbunlCodo Lomp0amblsmgetlw Mana612223(Pub 110818-1m)and SunFame Coda Camplienllnsb0a0on h4nuel a09lPub 110.1&2cc)whlN rebrenmsInbme4oneI Building Cade N.S. 2008,2009 end ASCE 7-0S. ASLE-2 engl-ee ng fa end Wlifpmla Builth Code 2010. Thu ineblledon ofpmduda rdabd b Nb engboeangmpod is subj,d 0 m0ulmmenb In Ne ab— menbonetl Inebga0on mamleL Rev32-8/15.2011 Page 1 of 1Pa'e 1 cl 'Page 1011 ROY ERLANDSON PAVE .E. 53 NORTHPIp�N 11768 licensed Prof. Eng,, NYS 1.sc. No. 040275 (631) 757--5752 Page.2 of 3 Dasmwon Wdable MI a Unb Bu d ii Haight h 15 R Rm/MBIe - >Tb2T degrees Wnd Emhsam 9 bnwmnm F—r 1 Wind SDaad V 120 mph Ertectlw Wind Mea 100 112 Rulmne Denlgn Wind lmd CalcubNm Solarmount / Sunframe Configurator - Project Specs PrdeH five. Nemo: RODF2 am..blmnenm ManufaWrec Kypmre EmeiL Suneeme Rail Module Mond: M260G M Tdephhne: CewNw Motlu1.— 65.03'a39.97' 209001D Cepeblp SRewe Mldule RDwc.Col, SEE DRAWIN. Prdect Lecetlen -Wil. L{eH NumberolMrey 1 GtS Sbb: Culrui; ..NY Tobl Module¢ 6 2lp— 11.35 Total KlpwaO% 2.06 County ...k I FnH Nplin) BDelcl5lnd Swed: 12. mph RPWng Type Sunlmma Rpofmounl GrandS.—wd: ZOw1 Nbtlde Odenbmn SEE DRAWING 10.5 psi Rall Dlm— SEE DRAWING Dasmwon Wdable MI a Unb Bu d ii Haight h 15 R Rm/MBIe - >Tb2T degrees Wnd Emhsam 9 bnwmnm F—r 1 Wind SDaad V 120 mph Ertectlw Wind Mea 100 112 Rulmne Denlgn Wind lmd CalcubNm Yebrbl TakeDN Part Number Pan TS➢a suBg..bd wanury DW--WPlIm Dmnbry 210192D Suneeme Rail SRML 182',TNREPDED,DRK 3 3 202004D CewNw SFCAklM(P,I9T.F,DRK 3 3 209001D Cepeblp SRewe SF CMSCREW,IAXV.DRK 63 fi3 30u800D -Wil. L{eH SML-FDOTSERRATEDWMDW,DRK 12 12 10.5 R.W.. Cad Mur ni— 12 12 Dasmwon Wdable MI a Unb Bu d ii Haight h 15 R Rm/MBIe - >Tb2T degrees Wnd Emhsam 9 bnwmnm F—r 1 Wind SDaad V 120 mph Ertectlw Wind Mea 100 112 Rulmne Palm lead CabubUma IDer Code erase en based m medmum allowable menses shown M NenaboNv) ran.,..aw.am.....-..««„r...-.-..m-.....«.+,,.«.,m,«,en-«,.«rw---«-rn-.rn.,em.n,r.+.«......� ..«-._._....... �r�,«....«.-..---.-.........-,.«-.........,..+.«.r.m...=,. ��•.�m�^.�=��.�Yr l2deble Down(ome UpIR. U b Desmpaon Single Sunhame PoblLmd Force - 0. 38 539 Ira - Pninl Lmd CelwbBmc /> yw. aw- n ere: ...—_...-._..._..._ ,...«...-.,..-«..-.«....._.-..«............-..._._,......._.....,-._,,.«,._-„_.._......_-..-.-....-.._._.._,._ �.....-..._..,.-«.-r....--.-...........,... .-.....-._.,..� ..._.«..-..«- -- .-..--.T«..-.,..,-«.-._.._-tom.-. Bell ryebrenm -, ......-.. ..,- ......-.�. _ R¢Nsetl Red Span L R 6unheme P,I,t Lpad Form R 60911 -1035 Ibs Thi, 6ngd6mng rap.. end assodebd hll o/mebdela Is b be evaluemd b Un me Sdarhbunt Cotla Campbenl IncbBeODn Manue122T3 (Pub 11061 Gtm) and SunFmme Code CPmpeant bsbee5on Manue1009 (Pub 11051 B-2m)whidl rebmnws bMmaupnd BwbinB Code 2003, 2008, 2089 and ASCE T-05, 0.SGE T-02 entl Celifomia Building Cade 2010.The In¢blletlm [Ipmtlutla releletl b MIs eneinaednB reP[nis aubfenb reauiremenb In Me abP1e mentioned in -un- manual. Rav3.2.IM-11 RO"T ERLANDsON P:L 53 BURR AVE. NORTHPORT, N.Y. 11768 Licensed Pro£ Engr. NYS Lia No. 040275 (631) 757-5752 Denlgn Wind lmd CalcubNm DecvlPAon.. Variable _.,............«..... ,. .««P,.,,..» .,.... ......,.. .n ,m thl ...«.,.«-„...-.«,...,,.,.,,,.,,,...,,.. ,-,,.., .:,..., U b ..._..,.,..,,.«r........ ... .«n -........,.m.....,, -.,«.m..,««. «..-nn.mm.,+.,.. «........: .... ..mn.,m«,mmn......., Net Da¢ign Vdntl Preceura Nplle) .. ...,..-.+.«..r«r+.,,.w..,.., n,..m,... m. PnH]OIUphR) -215 pcf NetDesien WlMd Pm%%um(Duwnbmn) P—(D.-I nn) 10.5 pcf M)uabncm Fatlorbr NetBMand ESDaeurb Cebgpry L 1 Mporbnw Fatl¢r Design Wntl Load (Uplift) I FnH Nplin) 1 -21.S Psf DeaiBn Wine Load (Dawmamel Pnet Nownfpme) 10.5 psi LoadD bNHbna Cdculatl>u Dmmpeon Mdade 00 b UpGR Urb Deaa Laed D 5 5 pal Tobi OW”. Wmd Lpad Pnet IDS -21.5 ml y -L.d 3 2B T. Load COm 1-ill1 D10.T6P, —75S 2].6]5 wf Tell Load C.bMMw 2 D • Pnel 15.5 v,f Tobi Load Cbnbbeean 3 THd Load Cumbinseon d D ♦ S i)AD a Pnat 25 -185 D%1 vsf Ma.Pbsolub V4luaLmd 2].6]6 Psi " Duu m nd load Ul[W0m DacviPeon Vadede Val Unb Madmum Medub Value olLoed Combinatlme F 2].6]5 P MPtlule Length Pemandicdmb Relic B 5A5 A M1 DI Mbuted Lead NpliM1l -1009] Ml Dbmbuled load (Doxnbme) w 151.09 Dif Re05wn lnf—uiftn Desuipban Mdebla WI Unitl Radong pnammem]ypd RacbnB Mechment L -Foot Rad prelerenm Rn,,d Rai Spm L 4 M1 Palm lead CabubUma IDer Code erase en based m medmum allowable menses shown M NenaboNv) ran.,..aw.am.....-..««„r...-.-..m-.....«.+,,.«.,m,«,en-«,.«rw---«-rn-.rn.,em.n,r.+.«......� ..«-._._....... �r�,«....«.-..---.-.........-,.«-.........,..+.«.r.m...=,. ��•.�m�^.�=��.�Yr l2deble Down(ome UpIR. U b Desmpaon Single Sunhame PoblLmd Force - 0. 38 539 Ira - Pninl Lmd CelwbBmc /> yw. aw- n ere: ...—_...-._..._..._ ,...«...-.,..-«..-.«....._.-..«............-..._._,......._.....,-._,,.«,._-„_.._......_-..-.-....-.._._.._,._ �.....-..._..,.-«.-r....--.-...........,... .-.....-._.,..� ..._.«..-..«- -- .-..--.T«..-.,..,-«.-._.._-tom.-. Bell ryebrenm -, ......-.. ..,- ......-.�. _ R¢Nsetl Red Span L R 6unheme P,I,t Lpad Form R 60911 -1035 Ibs Thi, 6ngd6mng rap.. end assodebd hll o/mebdela Is b be evaluemd b Un me Sdarhbunt Cotla Campbenl IncbBeODn Manue122T3 (Pub 11061 Gtm) and SunFmme Code CPmpeant bsbee5on Manue1009 (Pub 11051 B-2m)whidl rebmnws bMmaupnd BwbinB Code 2003, 2008, 2089 and ASCE T-05, 0.SGE T-02 entl Celifomia Building Cade 2010.The In¢blletlm [Ipmtlutla releletl b MIs eneinaednB reP[nis aubfenb reauiremenb In Me abP1e mentioned in -un- manual. Rav3.2.IM-11 RO"T ERLANDsON P:L 53 BURR AVE. NORTHPORT, N.Y. 11768 Licensed Pro£ Engr. NYS Lia No. 040275 (631) 757-5752 Page -3 of 3 Deam_puon vaMblera,Pe - ""'a RarldnO AtedunenlTj L{evt Racing Mvcbmem Rau metmenm . 6inglel Fmt SF d5 ..LF— SF POW IwdGltulatima lmrGdo. Peso am Based m masmum allowable spans as sbPem m Martabose) Desvip6en 1Mnama Dmmbbs Upgg Udb Sngb Sunaame PdnlLmd Forte -.5],9 Ins -41— - Redsed Rad span L d r Sun6ame Point Lead Form R BOBD d0J5 lbs Tae mpinteanp mpadand assedafedbi0 olmafedab isbbe eraluafedb UWree SProrA4unl Coda ComDBmdmsbda6ou)Awa12il51WB 110616tmJmd SmFmme Coda CPmppamhsmgatlon6bwal Bg9lPub 1tp51&2¢).bim mfemnces mbmaamul Building Coda 30g3,2g06.2009 and 0.5CE T -0S. ASCE)-02 and Caprpmla Build'mg Code 2010.TBemsN0a5m olpmaucb rabmdb Pis mi9beedng mm0b subjodbroeWremenb inmeabom monYmedimNga6on mawaL Rev32-BRY1gf1 ROY ERLAN DSONp.p_ 53 BURR AVE. NORTHPORT, N.Y. 11768 Licensed Prof. Engr. NYS Lie. No. 040275 (631) 757-5752 nDlme.uyvdamae Solarmount / Sunframe Configurator - Project Specs ProieU 6ma Name: RW 3 MevMermalM lLwbwmr. NWmm Emml: eaga+.fea �� Mdiry IbaWe LbdeL 11 MG%LFB TelaMone' SFRNL 192,TNRFIDMDDRK M1bdWesue: 6547aJB9T Jg3g 1. 4r— LbdW. Rows %CPIs SEED—.M Pmieel LPtemn M.MD rmneerdM.ara CUd S— OlWpyue.NY T.W Lbddes B apmdm 11936 TPNI*Iowaaa 156 County W4. SNL{DDT6FliRAED WMOW.DRK BasklMnd Spml t2a md) Raatlng TWe SunaamaRmenounl bound SnawLma� _JFsr Lbtlde Onenbtlon SEE. -M.0 DeegnwmdLPaa emwaum Psf Nag Daemon SEE GNAWING Deam_puon vaMblera,Pe - ""'a RarldnO AtedunenlTj L{evt Racing Mvcbmem Rau metmenm . 6inglel Fmt SF d5 ..LF— SF POW IwdGltulatima lmrGdo. Peso am Based m masmum allowable spans as sbPem m Martabose) Desvip6en 1Mnama Dmmbbs Upgg Udb Sngb Sunaame PdnlLmd Forte -.5],9 Ins -41— - Redsed Rad span L d r Sun6ame Point Lead Form R BOBD d0J5 lbs Tae mpinteanp mpadand assedafedbi0 olmafedab isbbe eraluafedb UWree SProrA4unl Coda ComDBmdmsbda6ou)Awa12il51WB 110616tmJmd SmFmme Coda CPmppamhsmgatlon6bwal Bg9lPub 1tp51&2¢).bim mfemnces mbmaamul Building Coda 30g3,2g06.2009 and 0.5CE T -0S. ASCE)-02 and Caprpmla Build'mg Code 2010.TBemsN0a5m olpmaucb rabmdb Pis mi9beedng mm0b subjodbroeWremenb inmeabom monYmedimNga6on mawaL Rev32-BRY1gf1 ROY ERLAN DSONp.p_ 53 BURR AVE. NORTHPORT, N.Y. 11768 Licensed Prof. Engr. NYS Lie. No. 040275 (631) 757-5752 nDlme.uyvdamae NabrblbYeoO Pdm Rumber PartT... �aWptPo eaga+.fea �� Mdiry 2f0f92D SudmmaRag SFRNL 192,TNRFIDMDDRK d 0 Jg3g 1. 4r— sNSPIICEBIR SERRIOED DRK . 2 0 M.MD Gpampa 6FCSPBTRiP,192•. F. DRK A 0 2 oto cp vb seem SFCPPSCREYY, tN %1 -,DR% 0 JMOOOD Smgb L{te1 SNL{DDT6FliRAED WMOW.DRK 11 0 Rmf2vne DFI i D • 5 sEE DRAwwD - DeegnwmdLPaa emwaum Psf ' Deam_puon vaMblera,Pe - ""'a RarldnO AtedunenlTj L{evt Racing Mvcbmem Rau metmenm . 6inglel Fmt SF d5 ..LF— SF POW IwdGltulatima lmrGdo. Peso am Based m masmum allowable spans as sbPem m Martabose) Desvip6en 1Mnama Dmmbbs Upgg Udb Sngb Sunaame PdnlLmd Forte -.5],9 Ins -41— - Redsed Rad span L d r Sun6ame Point Lead Form R BOBD d0J5 lbs Tae mpinteanp mpadand assedafedbi0 olmafedab isbbe eraluafedb UWree SProrA4unl Coda ComDBmdmsbda6ou)Awa12il51WB 110616tmJmd SmFmme Coda CPmppamhsmgatlon6bwal Bg9lPub 1tp51&2¢).bim mfemnces mbmaamul Building Coda 30g3,2g06.2009 and 0.5CE T -0S. ASCE)-02 and Caprpmla Build'mg Code 2010.TBemsN0a5m olpmaucb rabmdb Pis mi9beedng mm0b subjodbroeWremenb inmeabom monYmedimNga6on mawaL Rev32-BRY1gf1 ROY ERLAN DSONp.p_ 53 BURR AVE. NORTHPORT, N.Y. 11768 Licensed Prof. Engr. NYS Lie. No. 040275 (631) 757-5752 nDlme.uyvdamae na9mptlon Lanaete tMIYe unis Budding Neigbt K 15 1 RvolMgla 5 aTm27 tlegmm WMEspasurD 105 2. B Ps1 pnpo Fader B Dn aTSPnU�aT55 t 120 mpb YYmtl speed Ertedue Nana Mea v 100 a2 Rmf2vne DFI i D • 5 25 DeegnwmdLPaa emwaum Psf Teal Load ComWrmYon� Deerdptan vaname vada LIWb NeIDeslgn YMdPml =P=PM P.—tuoa) Net Design YMdPresswol0asnrorm) Pneula l.oamrmce) 105 psf OalusmmxFamu(mNU95tatd C-,ymame Gtegory A t t2deDle Ynpomnm Fad¢ I 1 Madmum Msdubtmue IU,d Cvmbiwaons Ossgn Kmd Lmd llIP69) rlvd NWdD -215 Rs1 Deam_puon vaMblera,Pe - ""'a RarldnO AtedunenlTj L{evt Racing Mvcbmem Rau metmenm . 6inglel Fmt SF d5 ..LF— SF POW IwdGltulatima lmrGdo. Peso am Based m masmum allowable spans as sbPem m Martabose) Desvip6en 1Mnama Dmmbbs Upgg Udb Sngb Sunaame PdnlLmd Forte -.5],9 Ins -41— - Redsed Rad span L d r Sun6ame Point Lead Form R BOBD d0J5 lbs Tae mpinteanp mpadand assedafedbi0 olmafedab isbbe eraluafedb UWree SProrA4unl Coda ComDBmdmsbda6ou)Awa12il51WB 110616tmJmd SmFmme Coda CPmppamhsmgatlon6bwal Bg9lPub 1tp51&2¢).bim mfemnces mbmaamul Building Coda 30g3,2g06.2009 and 0.5CE T -0S. ASCE)-02 and Caprpmla Build'mg Code 2010.TBemsN0a5m olpmaucb rabmdb Pis mi9beedng mm0b subjodbroeWremenb inmeabom monYmedimNga6on mawaL Rev32-BRY1gf1 ROY ERLAN DSONp.p_ 53 BURR AVE. NORTHPORT, N.Y. 11768 Licensed Prof. Engr. NYS Lie. No. 040275 (631) 757-5752 Iced fanhpurlme hlDdaliwu _....__.,_................. .._.._..............--..........._.._._..._,-................._._...._.,.__..........._.........-.............,_..._.__.._,._.........................._.__..........:.._....:..:........_...............—...::........._..._.__.-`—._:._..........__.___..................__...._......._.........__......._.,._...,........_..._.. Dtamplan vaaame .mamrome upB9 unlet Dead LaaO D 5 5 ml TaW Design Md Load Pnel 105 2. •215 Ps1 Snowload Toml Laaa Cvmbmapanl B Dn aTSPnU�aT55 27315 Dsr T.ILoad Com—W 2 DapnU 155 DFI Tomt Lead CPmbinM— D • 5 25 Psf Teal Load ComWrmYon� 0fi0�Pne1 -165 ml NasObsduNtblut Lmd a,lwufea Loan.almaaum DesrripYan t2deDle `aloe Urdro Madmum Msdubtmue IU,d Cvmbiwaons P 27975 Ps1 LbdWe Lenge Pcryw,D .R— B SAS d Oise3uma load MAR)-to09T w D% Dlsm -W d(Dpa —) w ta199 df Deam_puon vaMblera,Pe - ""'a RarldnO AtedunenlTj L{evt Racing Mvcbmem Rau metmenm . 6inglel Fmt SF d5 ..LF— SF POW IwdGltulatima lmrGdo. Peso am Based m masmum allowable spans as sbPem m Martabose) Desvip6en 1Mnama Dmmbbs Upgg Udb Sngb Sunaame PdnlLmd Forte -.5],9 Ins -41— - Redsed Rad span L d r Sun6ame Point Lead Form R BOBD d0J5 lbs Tae mpinteanp mpadand assedafedbi0 olmafedab isbbe eraluafedb UWree SProrA4unl Coda ComDBmdmsbda6ou)Awa12il51WB 110616tmJmd SmFmme Coda CPmppamhsmgatlon6bwal Bg9lPub 1tp51&2¢).bim mfemnces mbmaamul Building Coda 30g3,2g06.2009 and 0.5CE T -0S. ASCE)-02 and Caprpmla Build'mg Code 2010.TBemsN0a5m olpmaucb rabmdb Pis mi9beedng mm0b subjodbroeWremenb inmeabom monYmedimNga6on mawaL Rev32-BRY1gf1 ROY ERLAN DSONp.p_ 53 BURR AVE. NORTHPORT, N.Y. 11768 Licensed Prof. Engr. NYS Lie. No. 040275 (631) 757-5752 t1S f< n 4 S y, al t Y �,G 3 'y u{ d P 7 t( �� r � i�� �•: �.� 7 C t Y� .5 DON Tye * v o V 4r O SUNNY BOY 3000TL-US / 380OTL-US•/40OTL-US / 500OTL-US / 600OTL-US / 700OTL-US./ 770OTL- S Setting, new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTm Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy TL -US series the first choice among solar professionals. Output (AC) Efficiency ;:..Max efficiency :. i 472 97:61. ONO" PrnfaMinn r�avirac � � �' General data Features ° `' Sun'ny Boy 5000TC U5 '. = Sunny Boy;8000TL-US; Sunny Boy" 7000TCd1S Sunny Bay 7700FL:U5 . ........... .... ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS Cells per module: 60 (6 x 10) Dimensions: length/width height 65.43in/38.98ini 1.81 in (1662mm/990mm/46mm) Weight: 44.1lbs (20.Okg) PACKAGING SPECIFICATIONS Modules per pallet: 20 Pallets per 53' container: 36 Pallet box dimensions: length/width/height 66in /40in/47in (1675mmi1005mmf 1175mm) Pallet box weight: 990lbs (450kg) *Subject to simulator measurement uncertainty of +/- 3%. KYOCERA reserves the right to modify these specifications without notice. NEC 2008 COMPLIANT WXRNING: Read the instruction manual in its entirety prior to UL 1703 LISTED u� 0S = handling, installing& operat- 070914 ing ryrrera Solar modules. Grounding Hole 0.16" (4nm) o. r: Grounding Hole Grounding Hole Mounting Hole 0.19" (4.7W) 0.28" (7mn) 0.35" (9mm) FRAME CROSS SECTION DIAGRAM 0.41- 0.47• uo.a,, uz.n 1.30"(33„n} '1.56-(3Bim0 LONG SIDE SHORT SIDE STABILIZER BAR OUR VALUED PARTNER POTTED JunCTN)N BOXBP55) OAB (+) CONNE TOR—� LABEL STABILIZER BAR STABILIZER BAR 0.48"(12.25mn) S � 38.98"(990mt1) / o. r: Grounding Hole Grounding Hole Mounting Hole 0.19" (4.7W) 0.28" (7mn) 0.35" (9mm) FRAME CROSS SECTION DIAGRAM 0.41- 0.47• uo.a,, uz.n 1.30"(33„n} '1.56-(3Bim0 LONG SIDE SHORT SIDE STABILIZER BAR OUR VALUED PARTNER